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HomeMy WebLinkAbout38128-Z �. Town of Southold Annex 5/21/2014 P.O.Box 1179 54375 Main Road ' + Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36934 Date: 5/21/2014 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 522 Town Creek Ln, Southold, SCTM#: 473889 Sec/Block/Lot: 64.4-14.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/11/2013 pursuant to which Building Permit No. 38128 dated 6/25/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in ground swimming pool with fence to code as applied for. The certificate is issued to Esseks,David&Stokes,Kathryn (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38128 5/1/14 PLUMBERS CERTIFICATION DATED Ariz Signature Town of Southold Annex 5/21/2014 P.O.Box 1179 54375 Main Road e3 Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36935 Date: 5/21/2014 THIS CERTIFIES that the building ACCESSORY Location of Property: 522 Town Creek Ln, Southold, SCTM#: 473889 See/Block/Lot: 64.-1-14.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/11/2013 pursuant to which Building Permit No. 38128 dated 6/25/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: non-habitable accessory workshop with storage above and outdoor shower stall as applied for. The certificate is issued to Esseks, David&Stokes,Kathryn (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38128 5/1/14 PLUMBERS CERTIFICATION DATED ^ Auth Si ature tri Town of Southold Annex �� 5/21/2014 P.O.Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36936 Date: 5/21/2014 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 522 Town Creek Ln, Southold, SCTM#: 473889 See/Block/Lot: 64.4-14.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/11/2013 pursuant to which Building Permit No. 38128 dated 6/25/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: non-habitable accessory garage with storage as applied for The certificate is issued to Esseks, David&Stokes,Kathryn (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38128 5/1/14 PLUMBERS CERTIFICATION DATED Author' ign ure t� r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38128 Date: 6/25/2013 Permission is hereby granted to: Esseks, David & Stokes, Kathryn 77 Seventh Ave _ New York, NY 10002 To: In-Ground SwimmingPool and a Non-habitable Accessory ry garage and an accessory workshop per Trustee Pmt. #8152A as applied for At premises located at: 522 Town Creek Ln, Southold SCTM # 473889 Sec/Block/Lot# 64.-1-14.7 Pursuant to application dated 6/11/2013 and approved by the Building Inspector. To expire on 12/25/2014. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 ACCESSORY $698.40 ACCESSORY $484.00 CO - SWIMMING POOL $50.00 CO -ACCESSORY BUILDING $50.00 CO -ACCESSORY BUILDING $50.00 i Building Inspector 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 1 Date. tr d New Construction: Old or Pre-existing Building: (check one) Location of Property: T 001 (IeClk I`(,RC, 5VU)6U House No. Street Hamlet Owner or Owners of Property: u)4 C/. bs kS 4 Suffolk County Tax Map No 1000, Section (Q Block Lot Subdivision Filed Map. Lot: Permit No. 3�s 0'8 Date of Permit. -ZS" f 3 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: 1/ (check one) Fee Submitted: $ S Applicant Signature pF SO(/r�,ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O.Box 1179 G roger.richert(C.-town-Southold.ny.us Southold,NY 11971-0959 C4UNT BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Essekes&Stokes Address: 522 Town Creek Ln City: Southold St: NY Zip: 11971 Building Permit#: 38128 Section: 64 Block: 1 Lot: 14.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: M&B Electric License No: 38879-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water 1-ele GFCI Recpt 5 Wall Fixtures 9 Smoke Detectors Main Panel A/C Condenser Single Recpt 2 Recessed Fixtures CO Detectors Sub Panel 2 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 11 Switches 10 Twist Lock Exit Fixtures TVSS Other Equipment: certificate includes detached garage, workshop, and swimming pool---- swimming pool includes,control panel,pool bonding,time clock,3-GFCI circuit breakers,pool lights, 1-pool pump, 1-gas heater Notes: Inspector Signature: Date: May 1 2014 81-Cert Electrical Compliance Form.xls rjf so TOWN OF SOUTROLD BUILDING DEPT. 765.1802 INSPECTION 4--FOUNDATION [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE LI-3 - INSPECTOR ftq f SO&F 0 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 2NDINSULATION [ r] NDATION MING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL EC (FINAL) REMARKS: cJIC- �J�. %,S DATE � � INSPECTOR TOWN OF SOUTHOLD BUlfbl WG DEPT. 765-1802 NSPECTION FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4 �c� -.•� 1� E INSPE T DAT R C O C 'kOF SO(/l�, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P G. [ ] FOUNDATION 2ND [ ] INP N ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i DATE l INSPECTOR soti, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST 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: DATE -INSPECTORWr • u i �+t�!��,+�4��)� '�.N' •may � : 4; • � �:H off r I MA ROUGH ,WQ& LOLL%/.,�.:���. I . r , PAFAI TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mall to: Disapproved a/c r'� !_fi Phone: 7c1`1' lc� o' 5 Expiration 120 �D Building Inspector IJ C7 APPLICATION FOR BUILDING PERMIT JUN 1 1 2013 D Date Q�l.1,N ( � ,20a INSTRUCTIONS MUST b_ completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) Majw J&.,. Cqtclt!�qAe, (Mailing addre(s of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder -E7e(�A Name of owner of premises V j e � S� 1`&I Yj�'(/l nil �K 2S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed w rk will be done: House Number Street Hamlet County Tax Map No. 1000 Section 1 Block ®I Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intend d useand occupancy of proposed construction: a. Existing use and occupancy c�j�4 K, M [&ZA4nt� C Q—— V b. Intended use and occupancy USmm 1�, 719�it61 P(�(t✓ � ew 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 6ce)i 1 (Ils ription) 4. Estimated Costo25'0iO©o Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars -tWo 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any: Front 5 Rear ('S Depth 5 Height ( Number of Stories -two 4 ore. I dkp ,1 Dimensions of same structure with alterations or additions: Front �`` Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front cW t 4 aQ 1 Rear 2k Zo Depth Height f 4 2t a Number of Stories ofie- $ v" ( ( 7t ' 9. Size of lot: Front 930, 5� Rear 333, 17 Depth tS `'4 r 10. Date of Purchase o�4(k Name of Former Owner 6Ti9 O- A) 11. Zone or use district in which premises are situated — `tom 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO V/ Will excess fill be removed from premises?YES V NO 14.Names of Owner of premises ELbq! aKES Address ITV, A).Y Phone No. 2(.Z &10 �3 Z Name of Architect S rC-E?�1 6j Address C o TC X60 E Phone No : _3q-fk(oS" Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES � NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF :11J06it" � i �afM." being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named. L_ �f`, .. (S)He is the C.Cti(:f�et✓f- (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of20jj P�11iFi�mv.'i ��Mvitiis. •1 Notary;Public Nufary Public, State of New York Signature of Applicant No. 01R16042467 Qualified In Suffolk County Commission Expires May.30,IW2' J y r James F.King, President QF S0!/Ty Town Hall Annex Bob Ghosio,Jr.,Vice-President ��� Old 54375 Main Road P.O. Box 1179 Dave Bergen J Southold,New York 11971-0959 John Bredemeyer CP • iQ Telephone (631) 765-1892 Michael J.Domino Q Fax(631) 765-6641 �� �UIdT`t I BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8152A Date of Receipt of Application: March 12, 2013 Applicant: David C. Esseks & Kathryn R. Stokes SCTM#: 64-1-14.7 & 14.8 Project Location: 522 Town Creek Lane, Southold Date of Resolution/issuance: April 17, 2013 Date of Expiration: April 17, 2015 Reviewed by: Board of Trustees Project Description: To construct a 748sq.ft. garage; a 480sq.ft. work shop; an 800sq.ft. swimming pool; a 2,120sq.ft. terrace; and pool fence; with required subsurface drainage structures; with the condition a line of staked hay bales with silt fencing be installed prior to construction. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Samuels & Steelman Architects, last dated on February 28, 2013, and stamped approved on April 17, 2013. Special Conditions: A line of staked hay bales with silt fencing be installed prior to construction. Inspections: Pre-Construction (Hay Bale Line) Inspection & Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. James F. King, President Board of Trustees John M. Bredemeyer III,President �� SUyo l Town Hall Annex O Michael J. Domino,Vice-President '` � 54375 Main Road P.O.Box 1179 James F. King,Trustee Southold, New York 11971-0959 Dave Bergen,Trustee G Q Charles J.Sanders,Trustee Telephone(631) 765-1892 OlycoU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0982C Date: May21,2014 THIS CERTIFIES that the construction of a 748sq.ft. garage; a 480sq.ft. work shop; an 800sq.ft. swimming pool; a 2,120sq.ft. terrace; pool fence; subsurface drainage structures At 522 Town Creek Lane, Southold,New York Suffolk County Tax Map#64-1-14.7 & 14.8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 12, 2013 pursuant to which Trustees Administrative Permit#8152A Dated April 17, 2013,was issued 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 748sq.ft. garage; a 480sq.ft. work shop; an 800sq.ft. swimming pool; a 2,120sq.ft. terrace; pool fence; subsurface drainage structures. The certificate is issued to DAVID C. ESSEKS & KATHRYN R. STOKES owners of the aforesaid property. OU- Authorized Signature v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION lo Facility DEC ID 1-4738-03618 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: DAVID C ESSEKS ESSEKS AND STOKES PROPERTY 77 SEVENTH AVE #21H 522 TOWN CREEK LNISCTM 1000-64-1-14.7 & 14.8 NEW YORK,NY 10011 SOUTHOLD,NY 11971 (212) 610-6326 KATHRYN R STOKES 77 7TH AVE APT 21H NEW YORK,NY 10011 Facility Application Contact: SAMUELS & STEELMAN ARCHITECTS 25235 MAIN RD CUTCHOGUE,NY 11935 (631) 734-6405 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 716.492 NYTM-N: 4548.983 Latitude: 41'03'47.9" Longitude: 72°25'24.5" Project Location: 522 Town Creek Lane, Southold Authorized Activity: Install four(4) drywells below the 10 foot elevation contour line. All work shall be performed in accordance with the plans prepared by Samuels & Steelman Architects on 2/28/13,and stamped "NYSDEC APPROVED" on 4/3/13. ARNO-DEP The portion of the referenced property that is landward of the.10 foot elevation contour line, as shown on the survey prepared by Peconic Surveyors, P.C. last revised on 12/18/12, is beyond the jurisdiction of Article 25 Tidal Wetlands. See the Natural Resource Permit Conditions contained in this permit for additional jurisdictional information. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-03618/00003 New Permit Effective Date: 4/3/2013 Expiration Date: 4/2/2018 Page 1 of 6 w NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03618 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 allconditionsincluded as part of this permit. Permit Administrator: JOHN A WIELAND, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY 11790 -3409 Authorized Signature: Date 01 JI �z U) Distilitution List SAMUELS & STEELMAN ARCHITECTS Habitat- TW Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/ structures identified under the section "Authorized Activity". NYSDEC does not issue after- the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 2. 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 Samuels & Steelman Architects on 2/28/13, and stamped "NYSDEC APPROVED" on 4/3/13. Page 2 of 6 MUM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION lqw Facility DEC ID 1-4738-03618 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. 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. 5. Additional Jurisdictional Information In accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661),no permit is required under the Tidal Wetlands Act for any work occurring landward of the 10 foot elevation contour line. Please be advised,however, that no _construction, sedimentation, discharge, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15' to 20'wide construction area) or erecting a temporary fence,barrier, or hay bale berm. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary and or above the 10 foot elevation contour line. 7. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 8. 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. 9. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). 10. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 11. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 12. 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. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03618 13. 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. 14. Temporary Mulch, Final Seeding If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 15. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 16. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 17. 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. 18. 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. 19. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 20. 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. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Now' Facility DEC ID 1-4738-03618 21. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 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; Page 5 of 6 w NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03618 b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees,agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a parry to the permit. Page 6 of 6 o��OF Slt{/r�D Town Hall Annex 'TelThout(631)765-1$02 r= r 54375 Main Road p� P.O.Box 1179 G ra er. ohs +gypy i 1 cn @ r9— 1)7 5 + Southold,NY 11971-0959 �' APR 2 5 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD _ APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: I/1HUH-r- _SA-c.,rit Date: Company Name: ¢. Name: License No.: Address: 1�S� •-�� �,�. ` .-t, Iq P hone No.: (0.5 1. 3fo 77� - JOBSITE INFORMATION: (*Indicates required information) i *Name: �SSEccg - �TO>—S *Address: SZ *Cross Street: *Phone No.: 1?:LO g - Pen-nit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) t 1 •JZTOaGFf l�� /�f�Q�tk.(�G—�L 1��'l�l-([� p ' Pow(- (Please ow(-(Please Circle All That Apply) *Is job ready for inspection: / NO Rough In YE final *Do you need a Temp Certificate: YES/ NO Temp Information(if needed) E *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION i - f 82=Request for Inspection Form I Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) U E: x• Consultand-C or er(Circle One) Property N/E►R{lf ifferent than Applies p A 1• •1 Address, Z� (f { i !V Telephone& Fax*. b Telaphoq:ft Z FaM E-Mall.�9 so rs �` C�✓n E-Mail: t7( � eKA i Property Address: 2 ('—« Brief Description of Consh:v ction Actbrty,hoP�d Str.W&BWs,Sort S C.T.M.# t�,rr����� f soon BM's,Project Scope and/or Sequence of Construction ActiY4 DtahiAAk a l �o! i (Provide nddWonai Papas as Nemaed) i Name of Contractor andfor Contact Person Responsible for Implementation of SVVPPP: fk ,___�_.p_�_�_�___�_y___ 161 dAvisf, Telephone 1k Fax$: E-Mail: Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: __Sir' C!N_- a _rQE--------------------.__------ �. ddreaa: Telephone* Fax -------------------------------------------- E-Mail: --------------------------------------.__-_-E-Mail: �l ------------------------------------.------- L.. TctalArea ofAs 57( 7d( 5f TotatAraaotLa�Gearing -------------------------------------------- PfgectPatcds: 1• 2 t— and/or GrowdDisdabarm © _..--------------------------_._-_--_------___ (SXJAans)Project Duration: �''7 (s,F.IA—) � Datir ( cipateHon: 12-0S ( Data: (NumtwdCalenderOgs) � f Will this Project Disturbs five(5)or More Acres at Any One TlmeDuring the Proposed Development? Yes No ---------------------....__._-_---------_------- i HYES:PlantAnswertheFollowin9! ___..__ _....._. ... __.--------..._.._.,_-_____________ a. Does the Applicant have a Qualified Inspector On [4] Q Staff To Conduct the Required Inspections? Y No Ust the NAMES or description all Potentially Impacted Waterbodies andfor Wariands: b. Does the SWPPP Indicate How Frequently the Site � � Inspections will Occur and for What Period of rime? Yes No _Tym_e- -------------------------------- c. --_ --__---_--_-_---_-....__.c. Does the SWPPP Adequately Identify All Temporary L] Q j andlorPermanent Soil StabalizationMeasures? Y No -------------------------- d. Does the SWPPP Adequately Identify a Complete Q - ..___._._.._............_.............._ _._._.._--_._.......__....-..._...--­ -_......_.._... Project Phasing Plan? Yes No Status or Impacted Waterhody:(eq-TMD( 909(d)Listed Impaired_) e. Does the SWPPP Indicate Additional Site Specific [3n Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice t 2 r of Of Intent and SWPPP Acceptance Form for Review Type of waterbeay:(sq.Lake,Creek say,Pond,sound,FresheslerwedarW.) by the Town of Southold? Yes No -........... __.._...._.._........._...-....._.._..._......._....-...-...._._.__._._._.,.._......_.._... - I STATE.OF NFW YORK, COUNTY OF..cS .............SS That I. � ll Q C: 5...,_being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of Individual slgNng Document) And that he/she is the ......................................... .... .............................................................. i. ................. ... ........ (owner.Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perforin 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 mariner set forth in the application filed herewith. Sworn to before me this; r—^ .........1.�.......`. ....................da of..J �.. .., •.......,20.� Notary Public RuWi :fitate•ef New•York... .... ............... ... .. ............................ (Signature of ApOcarnt) SWPPP Assessment FORM: 03-72 Qualified in Suffolk County Commission Expires May 30,'2962 S A M U E L S & S T E E L M A N June 11, 2013 Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: NEW ACCESSORY STRUCTURES at the Esseks/Stokes Residence 522 town Creek Lane, Southold, NY 11971 SCTM # 1000-64-01-14.7&14.8 This project includes the construction on two non-habitable accessory buildings and a swimming pool on the site of a single family residence. There is no interior plumbing in either structure, nor any heating. Attached documentation includes the following: 1) Building Permit Application 2) Four (4) sets stamped Construction Drawings 3) Survey 4) Southold Trustees Administrative Permit 5) NYS DEC permit 6) Erosion, Sedimentation & Storm-Water Run-off Assessment Form 7) Application for Certificate of Occupancy w/check for $50. 8) Check for $100 Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. As always, I appreciate your efforts. Sincerely, _1 11,tuI Thomas C. Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631) 734-6405 FAX(631) 734-6407 *pF SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 Southold,NY 11971-0959 Ol� ^aiQ cou BUILDING DEPARTMENT TOWN OF SOUTHOLD December 24, 2013 David Esseks 77 Seventh Ave New York, NY 10002 Re: 522 Town Creek Lane, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: jpplication for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#795-1892) Final Planning Board Approval. (Planning#795-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 38128 — Pool/Accessory Garage and Workshop Scott A. Russell ,��°Su '� STO]Kl��l WAX]EIK SUPERVISOR M ANA,G]EM IEINN IF SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 119M Town of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E][3 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑❑ F. 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 Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: S District s-16(t NAME: �(�IPI/IM'�C ���� P o Section Block Lot 5'B""°"' ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information ✓T ~ (A�-O'r (Telephone Number) Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — 6ZZ Tv �/, / „ _ _ Approved for processing Building Permit. YII�/( K IJQWK� Stormwater Management Control Plan Not Required. �� `+L �•T• (( 1 I * Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.# 1000 s CHAPTER 236 �i U d (Property Owner, sign Professional, gent,Contractor,Other) mss-- Q �(rQ • G '� /q, OO ' Stormwater Mana ement Control P an CHECK LIST NAME: �7/1�IUft.Sl c, section Block Lot z ` S M C P -Plan Requirements: Provide ONE copy of the ildip Pleeee P­ SEE /7j/f �„The applicant must provide a Complete Explanation arttl/or easonor noti providi 1 11t� all Information that has been Required by the following C'ecklist! Signature lephone umber 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 Pfevide:f show all of the following items: YE NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries 0� b. Total Site Acreage. iL c. Existing -Natural & Man Made Features within 500 L.F. �O _ of the Site Boundary as required by§236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. �0 e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements & utilities. APPROVAL OF SWROA W__ATER MANAGEMENT h. Spot Grades & Finish Floor Elevations for all existing& CONTROLT'Wn Code_ 236 proposed structures. Date: er I. Location of proposed Swimming Pool and discharge ring. A j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 0 Shall include but not be liMiWel t0-- 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0 rainfall/storm event. Seeding of exposed andjui inactive s005. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: DRAINAGt!NSVtCTIONS ARE REQUIRED a. Erosion& Sediment Controls. Contact TUS Engineering - 1560 before b. Construction Entrance& Site Access. Backfill,OR Provide EngineeFs LertifiLdti011 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) that the drainage has been instalW to Code. d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERING EPA N USE ONLY**** Additional Information is Required. I0 Reviewed& ' e Stormwater Management Control Plan is Not Complete. Approved By: — - - - - - - - - - - - - - - - - - - - - - - r' Stormwater Management Control Plan is Complete. Date: +' ;' .� 1 SMCP has been approved by the Engineering Department. FORM # SWCP Fheck List -TOS MAY 2014 REV151ON5 DRAINAGE INSPECTIONS ARE REQUIRED 1(V15 DIMENSIONS LOCATION MAP Contact TOS Engineering of 765-1560 before SITE DATA Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. SCTM # 1000-64-01-14.7 & 14.8 9 �7 PROPERTY: 522 Town Creek Lane, Southold, NY 'P mo ADDRESS OWNER: David C. Esseks & Kathryn R. Stokes 77 7th Avenue, Apt. 21 H, NY. NY 10011 NEW ORYWELL (011-15) (DW--A) (4'x8' VIA) FOR RAINWATER C RUNOFF FROM GUTTERS AT GARAGE 4 WORKSHOP TYP i = W2,827 SITE: 57,701 Sf = 1.32 ac M;doa �� �sf = 0.06 ac @�ti®� Q G ZONING: R40 '4a 'Qa EXI5TIN6 GWARAGE WO/F Z SURVEYOR: Peconic Surveyors, PC (El PO Box 909, Southold, NY 11971 ERIC 51EGERT W LICENSE #49618 1484'21 00 E I- >" Dated: 8/30/12 95.74, 20.06 Q Z Pie S86051 00"E 1485025152"E O Q Vie � 91.70' ...• .,.�_- w r cn 0 UmJ FLOOD ZONES FROM F.I.R.M. 36103C0158H, SEPTEMBER 25, 2009 d1 N W N/o/F 0 NIRR ENGARTEN TRUST W O A- WETLAND FLAG. AS FLAGGED BY SUFFOLK ENVIRONMENTAL CONSULTING INC. F t DECEMBER 2012. ►::.;;.;{;:;;. ~ NEW GARAGE STRUCTURE REFERENCED TO N.A. V.D. DATUM A SEE SHEET #5 CONTOUR LINES ARE E O 1 EXISTING TREES TO REMAIN J 1000-64-01-14.7 EXI5TIN m LU NEW ORYWELL (VA-<-) (4'x8' EXISTING EDGE O; M W DIA) W/ OPEN METAL INLET GRAVEL DRIVEWAIY W z GRATE FOR RAINWATER DRIVEWAY D + • 1 Q RUNOFF FROM DRIVEWAY TYP ? ® , J X EXISTING 1 O FENCE TO LitREMOV 1 o NE UNDE� Z� OP G O wW LINE FROM NOGSHO NEW DRYWELL (DA-D) (4'x8' DIA) W/ OPEN i 3.1•, ���� GARAGE V METAL INLET GRATE FOR RAINWATER W 1 TREE 15K NEW WORKSHOP STRUCTURE W \ Z RUNOFF FROM DRIVEWAY TYP 1 LI F M �' ; ; SEE SHEET #3 V PROVIDE NEW LAYER OF *, EN TO X01 CRUSHED TO D P ;' i ATE NEW OOR SHOWER CIO) O MA N G � G � Q 3 ® ,,�, EXISTING TREES N N/o/F 1 ur •' - i DIN TO REMA N -,- Uj NM N BARES, FLOOD, LIMSE6, '�o A CHAIN LI K FENCE Wto 1 i 1 ALONG PERTY LINE MEARN5 4 MORALES Z WO/F AL TREE JEANNE +E A MIGH L IE6EY WO/F TREE 4 . 4 1 NEW RAGE FLUSH S S. 2 .JENNIFER al: TO E PHILIP STANTON 1 7 5Uj 4 1 S S 0 :�:;::::::;;_ �:.......:.:::::::::.:::::::::::::::::::::::::::::::::::::;:;:;::. . ...... f :::.-..;: �:;:-:::::::: :::::::.:.:: \ N/ /F JENNIFER 86 30 00 E •52' 0 S '`Z ::::::::::::::........... ;>..:::;:;»: >:::::;::>:::_:;:>::>::>;;,:;;:::>:»:: : w 63' -►- - 61.21 1480 pY 8.g , OO \ :.. ..... RIVEW :: :::.:::: .::::..::.: :; ::: >;:>: >:>:::.>:::;::: :: «: •..... P ILIP STANTON O .;;:.:;.;;..:............,'' . :.;;:.;::.::;:<.;;:.;::;:::;>;;:.;;;;;;:..;;.:::......... - - - ZO ;;-:::;:::::::::::: :::::........::.:::..::.............::............... Q - S N Q�tC4 15 L 7 F z , VE N 5 R A 9 7 4 k 1 .::: ::: ::::::::::: ::::::: .. 8.7 S ,� S •, 1 8 4 5 0 O s ., P MINUM PICKET FENCE 0 0 5 0 1 0 E � ALU MI S W o 6 O TO T NYS POOL P D W • � 0 1 5 2 1 o 5 SSW 5710-V E O RE GODS S O NGL 5 W /F •6 0 0 0 . o 9 X BARES FLOOD,000 LIEGE 6 R G 1 : w N T PRO SED HAY ►� \ N 0 a D Irk 7 F s \ z RNS d MORALE'S � 1 5 5 MEA B � SILT FENCE o W 7 w - o A Y . N \ 1 n 55,416 M \ \ DURI 6 CONSTRUCTION SOUTHOLD PARK 015MOT C T NEW DRYWELL (OA-C) (4'x8' OIAJ VY/ OPEN ® - `- --10 TE • METAL INLET GRATE FOR RAINWATER N�0'4g �• \ TREE 4 0 7 , RUNOFF FROM DRIVEWAY TYP 5.23.X0 ftw s\ — - 9 — u, J a z U. NEW DRYWELL (OW-G) (4'x8' DIPJ W/ OPEN \ \ \ - - - - \ 1 m W• 2 - METAL INLET GRATE FOR RAINWATER 8 RUNOFF FROM DRIVEWAY TYPZOO 2 W• N 1000-64-OI-14.8 � S� \\�` \ `� `7� \ \\ \\� � ��\\ 020N� SEE POOL C, PLAN oo \\ SHEET #2 EXISTING TREES TO REMAIN \ �� \\ LOO40 `HEAD \ 9FsS \ APA&PO4% WIETLAND FLAG AS FLA66ED BY {y \ \ \ \ ENVIRONMENTAL CALCULATIONS CONSULTING INC. DECEMBER 20 2 NG \ \ \ \ \ \ \ \\ F \ \ � \ \ PROJECT NO; 1214 AREA OF NEW WORK SHOP DRY WELL AREA x RAINFALL x RUNOFF FACTOR TIE LINE \ \ \ (DW-A) 480 5F x (2/12 FT) x 1.0 = 80 CU. FT. \ \ \ ��� \ � \\ \� \ �\ ��7 DRAWN BY: TCS USE: (1) 6' DIAMETER x 4' HIGH POOL \ \ O\ (I) 6' X 4' STORM DRAIN RING = Sq.5 GU. FT. �� \ \ CHECKED BY: TCS PROVIDED REQUIRED MEAN HIGH ��� \ � � • 841.5 CU. FT. > 80 CU. FT. W'A`TER \� \ \ �` \ DATE: 517113 AREA OF NEW GARAGE DRY WELL AREA x RAINFALL x RUNOFF FACTOR � \ \`S �� �� w SCALE: (DIN-5) 750 SF x (2/12 FT.) x 1.0 = 125 CU. FT. \ \ D6 0 � EXISTING \ USE: (1) 8' DIAMETER x 4' HIGH POOL WETLANDS \ BULKHEgp SHEET TITLE: (1) 8' X 4' STORM DRAIN RING = 168.41 CU. FT. \\ \ K . PROVIDED REQUIRED SITE PLAN 168.41 GU. FT. > 125 GU. FT. SCALE: V = 20'-011 54.9,9 AREA OF EXISTING DRIVEWAY AT HOUSE SITE DRY WELL AREA x RAINFALL x RUNOFF FACTOR `' (DW-C) 54154 SF x (2/12 FT) x 0.7 = &C15 CU. CREED 5 GU. FT. PLAN USE: (5) 8' DIAMETER x 4' HIGH POOL (5) 5' X 4' STORM DRAIN RING = 844.5 CU. FT. PROVIDED REQUIRED SHEET NO.: 844.5 CU. FT. > 6415 CU. FT. AREA OF EXISTING DRIVEWAY DRY WELL AREA x RAINFALL x RUNOFF FACTOR Fk�s NG 8 SF x (2/12 FT. x 0.7 = 512 GU. FT. (DW D) 267 ( / ) DpCk nNG 4 USE: (2) 8' DIAMETER x 4' HIGH POOL (2) 8' X 4' STORM DRAIN RING = 557.8 CU. FT. PROVIDED REQUIRED 557.8 CU. FT. > 512 CU. FT. BID SET REVISIONS DRAINAGE INSPECTIONS ARE REQUIRED 305 DIMENSIONS Contact TOS Engineering at 765-1560 before LOCATION MAP Backfill,OR Provide Engineer's Certification Aff roved DATAthat the drainage has been installed to Code. SITE �� Noi-ei) SCTM # 1000-64-01-14.7 & 14.8 0�% �G yo4 °� EROSION&SEDIMEl4ST CONTROLS 9� 16 d NOTE: Shall include but not fie limited to: PROPERTY: 522 Town Creek Lane, Southold, NYo a IAI A A well maintained Construction Entrance, ADDRESS eor�� TONE OUT ALL UNDER67ROUND POWER, Jr `ATER Wire Backed Silt Fencing, stabilization& OWNER: 77 David Avenue Apt. 21H, n R. St kes AND 6A5 L I NES PRIOR TO EXCAVATION, AND Seeding of exposed and/or inactive soils. � SITE: 57,701 sf = 1.32 ac Midi A'`�$ TAKE EXTRA PizEGAUT I ONS TO BYO I D H I TT I NG LU WIM R 2827 sf = 0.06 ac ti@c NEW AREA DRAIN CONNECTED UNDERGROUND L I N 5 TO DRYINELL "B" EXISTIN& W Z ZONING: R-40 d a 6ARA&E WO/F SURVEYOR: Peconic Surveyors, PC FRIG 51EGERT APPROVAL OF STORMWATER MANAGEMENT PO Box 909, Southold, NY 11971 N84'21'op"E CONTRO PLAN -T Code � LU LICENSE #49618 20.06' Date• o Z Dated: 8/30/12 95.74' Approved y: S86.51'00"E 1485'25'S2' E � w Q VsgO vg X70' ut o � � J . L; WO/F 0 . 36 103C0158H SEPTEMBER 25, 2009 b N .M 5T FLOOD ZONES FROM F.I.R ARTEN TRU LLI NIRRENG 3 Z _ TAL CONSULTING INC. A= WETLAND FLAG. AS FLAGGED BY SUFFOLK ENVIRONMEN * ::;::..;::-:: DECEMBER 2012. 1 1 O G TREES MAIN J EXISTIN �. CONTOUR LINES ARE REFERENCED TO N.A.V.D. DATUM1 1000-64-01-14.1 EXISTIN Uj LL 1 EXISTING EDGE OIF m Z NEW DRYWELL (DW-G) GRAVEL DRIVEW�Y 1 CONNECTED TO (2) OPEN ME AL DRIVEWAY Z INLET GRATES FOR RAINWA ' 1 O RUNOFF FROM DRIVEWAY CILD DW O W G 1 B NEW AREA DRAIN CONNECTED V� ® LL "B" (� Cn W N WV TREE p,�,K NEW WORKSHOP STRUCTURE Z tAt _� _ E SHEET #5 V PROVIDE NEW LAYER OF �r, Cl) 0 CRUSHED BLUESTONE TO 1 NEW O OOR SHOWER O WO/F N MATCH EXISTING A &ATE N JEANNE NIGRAL LIEGEY NEW AREA DRAIN CONNEC., N 3 (4) NEW DRYWELL5 (DW-G) ( k8') 11 D YWE A W N ' WI � U CONNECTED TO (2) =INY4A AL ® &I 15TI NG UNDERGROU N BARES, FLOOD, LIEGE&, c INLET &RATES FOR CHAIN LI K FENCE X M AL ON6 PERTY LINE E N Y 1 Z FROM PRI NATURAL GA5 ... ......... MAIN N MEARN5 MO RAL E 5 y TREE NEW TE EF U5H O 1 RAG L W E 6 UND ERGROU ND TO G TIN E XIS i JENNIFER 4 JEN 1 AIN 8. 2 1 1� PUBLIC WATER M 8 HILIP STANTON � P DW Uj s . : .. P JENNIFER S86 30 ILIP STANTON p 2000 DRIBW 6 5 � 15 i — .- 4 2 S754s50 GRAVEL 1 U M1 PICKET FENCE N � AL b 5 E o _ 0 W 05.36' ........... TO ME T NYS POOL N _ N G \ T1 _ S CODE 1ENGLO o _ X S 1 0 W 5 x o _ 8 9 WI0 R \ 1 AY / 05E DH o IE6 E6 PRO FLOOD, L F _ L , ARES �i 3 B H \ s — \ Z T _ -' - FENCE � SILT BALES L F AL ;, a -� ^ MORALES 5 � W RN N 7 ME A �. A N78-,55,07 o CONSTRUCTION 1 STRIJ " �' � DURI GON 5 � < 5 � 0 N1 � 1 Q 7 \ .86' • .- __ J -10 > SOUTHOLD PARK DISTRICT \ - - \ TE 0 ^ EXISTIN& AREA DRAIN \\ - TREE_ 14 g N�0 49,'304 --g W �� � Z U. 5,23, LL 4DJN-A) 9 \ :3 W. oil W CONNEC TO (2) OPEN.-N_ ,°�L- ,c� \ LLI. N INLET TE9 I;OR RAI NWATE \ D w FROM L \ FOOD Z D?ON \\ SEE POOL a m s� �7, , \ °NFA F41 73 PLAN 1000-64-01-14.8 1 _ - \ �' SHEET #2 (1) N EXISTING TREES TO REMAIN \ \ ON ie OF e�XISnN� 5\ 1oN� \\ F \\ `� \ \� SSP pSC. s��O kNfgo \ Iles \ \ 77 YeTLAND FLAG AS FLAGGED BY W \ F SUFFOLK ENVIRONMENTAL CONSULTING INC. DECEMBER 2012. \ \ �� eU�k FqC \` \ \ \ PROJECT NO: \ 1214 DRAINAGE CALCULATIONS- AREA OF NEW WORK SHOP TIE LINE \\ \\\ \\ �� DRAWN BY: TICS WELL AREA x RAINFALL x RUNOFF FACTOR \ \ ��,\ (DW-A) 480 SF x (2/12 FT.) x 1.0 = 80 GU. FT. \ \ USE: (I) 6' DIAMETER x 4' HIGH POOL \\ \ \ � \ CHECKED BY: TCS I 6' X 4' STORM DRAIN RING = 8q.5 GU. FT. MEAN HIGH () WATER \�� \ \ DATE: PROVIDED REQUIRED 841.3 GU. FT. > 80 GU. FT. ( " 5 7 J`I � \ � 9 \ \\\\ \s ~ ��` w SCALE: 1 201-011 AREA OF NEW GARAGE DRY WELL AREA x RAINFALL x RUNOFF FACTOR EDGE OF ` BUx Si TIN \ (DW-B) 750 5F x (2/12 FT.) x 1.0 = 125 GU. FT. WETLANDS \ \ LKHEAp � SHEET TITLE: USE: (1) 8' DIAMETER x 4' HIGH POOL p CK (1) 5' X 4' STORM DRAIN RING = 168.q GU. FT. ITE PLAN- 4. PROVIDED REQUIRED 98� 168.41 GU. FT. > 125 GU. FT. SCALE: 1" = 20'-0" SITE AREA OF EXISTING DRIVEWAY AT HOUSE / rREEK a PLAN DRY WELL AREA x RAINFALL x RUNOFF FACTOR TO WN `" C3 (DW-G) 54154 5F x (2/12 FT) x 0.7 = 6415 GU. FT. USE: (5) 8' DIAMETER x 4' HIGH POOL (5) 5' X 4' STORM DRAIN RING = 844.5 GU. FT. _-� PROVIDED REQUIRED S EET NO.: 844.5 GU. FT. > 6015 GU. FT. AREA OF EXISTING DRIVEWAY coS�Nc DRY WELL AREA x RAINFALL x RUNOFF FACTOR OpCk�'NG 4 26'18 SF x (2/12 FT) x 0.'I = 512 GU. FT. USE: (2) 8' DIAMETER x 4' HI&H POOL (2) 8' X 4' STORM DRAIN RING = 551.8 GU. FT. PROVIDED REQUIRED 55-1.8 GU. FT. > 512 GU. FT. ASB 1 L SURVEY OF PROPERTY N A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 100-64-01-14.7 & 14.8 SCALE: 1'--40' AUGUST 30, 2012 DECEMBER 18, 2012 (WETLAND FLAGS & TOPOGRAPHICAL) N/0/F ERIC SIEGERT N84.21'00"E rN SWO510WE 91.7 '� '26WE 95.74' x 20.06MN/0 TRUST 0 ,� N85 FE S.R. ONNIRRENGARTE o.s's 0 Pr.� GAR• � Z Z ONE x_ � s w v: N/O/F 'o -� BARES, FLOOD, LIEGEG, _ x 4' DIA.TREE i N O F M• MEARNS do MORALES N co 0 i-.) m I v+ / x� p JEANNE de ICHAL UEGEY 04.�r ;7 N y m �ii I 3' DIA.TREE 45 Z V1 80.52' 5POPE 58 91�4E �i --1 LONE' ,�. o S86.30'00"E N 88.24 e.e. CURe Z --;��x 8s• Z 63' 61.21 DRIVEWAY ' �, \ $ .y +�— Z CURB S7� 2 1/2 a cRwE1- 10 W 85.79 ly)5.45.5 1Q�5'S0„E , II �.�;4.,'J ----15 O 0'52 Ow 36, •3,� 'o� — S8 56.6 0, W ` e 9 �� •• 1000 64401-14.7 Z ED _ �$ N78 3 N/OAF Q ��� _ � • ' � �� ' _ � \ 55 8 , $ BARES, FLOOD, UEGEG, DoE o �'WA y \ \\ `_ : ,� \ ,3 a' DIA TREE �- ,, E 6 44 MEARNS & MORALES /y 0. F OCD p y 5,2 30 W \�\ _ ---9��� ' •. �.,,� -o ARK D1S7MCT 3 N `� �� `--- a —� \\l���� F+rw F G \�2ol 311 1000-64-01-14.8 V: e \1-9 p,. 71 U4 AII 68` \ � � \ 20 �� •ice 5—� \ AWJCMEAp\ \ �W C ?S4 98 \\ of NEInV k FLOOD ZONES FROM F.I.R.M. 36103CO158H, SEPTEMBER 25, 2009 ' �= WETLAND FLAG. AS FLAGGED BY SUFFOLK ENVIRONMENTAL CONSULTING INC. DECEMBER 2012. �� a � CERTIFIED TO: LAND CONTOUR LINES ARE REFERENCED TO N.A.V.D. DATUM DAVID C. ESSEKS �N. Y.S LIC. NO. 49618 KATHRYN R. STOKES ANY ALTERATION OR 7HE NEW TO THIS SURVEY 1S 1 VlOLA770N ECONIC EYORS, P.C. 1000-64-01-14.7 AREA= 57,701 8Q. FT. TOM LINE CHASE BANK X EPTSECA N 72090E 7NE NEW YORK STATE EDUALL C LAW. 631 765-5020 FAX 6 ) EXCEPT AS PER SECTION 7209—SUBDlV/S/ON 2. ALL CERTIFlCA7IONS � � � 31 765-1797 p SO. FIRST AMERICAN TITLE INSURANCE COMPANY HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.0. BOX 909 1000-64-01-14.8 AREA=2,827 . FT. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET s)_ WHOSE S/GNA7URE APPEARS HEREON. SOUTHOLD, N. Y. 11971 'G 239 SITE DATA LOCATION MAP SCTM # 1000-64-01-14.7 $ 14.8 PROPERTY: 522 Town Creek Lane, Southold, NY ADDRESS OWNER: David C. Esseks & Kathryn R. Stokes 77 7th Avenue, Apt. 21 H, NY. NY 10011 NEW DRYWELL (VA-15) (DN-A) (4'x8' DIA) FOR RAINWATER SITE: 57,701 sf = 1.32 ac RUNOFF FROM &UTTERS AT GARAGE 4 YVORKSHOP TYP ca Uj Mid F i`@� 2,827 sf = 0.06 ac ZONING: R-40 iiRq �a EXISTING V SURVEYOR: Peconic Surveyors, PC GARAGE W Z SU y N/0/`F_ X W PO Box 909, Southold, NY 11971 ERIC 5IEGERT N84'2100"E LICENSE # 49618 ' '" Dated: 8130112 f 20.06' Q Z e`` Pie "E91.70 �" 95.74 WV_S86*51N85'25 52 E N 0 M. 36103C0158H SEPTEMBER 25, 2009 0 U. FLOOD ZONES FROM F.I.R.M. � � b o wo/F JO ,L= WETLAND FLAG. AS FLAGGED BY SUFFOLK ENVIRONMENTAL CONSULTING INC. NIRRENGARTEN TRUST 0 DECEMBER 2012. Z ~ .���� DW NEW GARAGE STRUCTURE CONTOUR LINES ARE REFERENCED TO N.A.V.D. DATUM O SEE SHEET #3 Q 1J ° EXISTING TREES TO REMAIN 1000-64-01-14.1 EXI5TIN NEW DRYYVELL 0104-C) (4'x8' 1 EXISTING EDGE O = LU W DIA) W/ OPEN METAL INLET &RAVEL D DRIVEW�YI �7 m Z vn GRATE FOR RAINWATER DRIVEWAY RUNOFF FROM DRIVEWAY TYP Z X EXISTING 1 O • FENCE T4 BE O W REMO' D NEW UNDERGROUND ELECTRIC \ W LINE FROM WORKSHOP To NEW DRYWELL (DW-D) (4'x8' DIA) W/ OPEN - -- - I GARAGE (n METAL INLET GRATE FOR RAINWATER E I W RUNOFF FROM DRIVEWAY TYP I � TREE � �K NEW WORKSHOP STRUCTURE � Z ` OO LI F M i i SEE SHEET #5 PROVIDE NEW LAYER OF N EN TO CRUSHED BLUESTONE TO cD KSFfOP �} NEW O ooR SHOWER cj) ° N MATCH EXISTING C -1 coATE Q 3j ® ��0 T' - 1 EXI5TING TREES N WO/F TO REMA N A M N BARES, FLOOD, L I E&E6, 0 1 A` CHAIN L I K FENCE W N/0/r_ y MEARN5 4 MORALES t" I ALONG OPERTY LINE Z TREE JEANNE 4 MIGHAL LIMSEY N/O/F TREE A` 1 NEW TE RAGE FLUSH 85.24 JENNIFER 4 , I TO &RADE PHILIP STANTON S75�,SO��E 11� \ EXISTINC7 ,\ \ W /F JENNIFER Uj S86'30'00"E 61.21 Ngo 52 , 58• \ \ , 1_ _ P ILIP STANTON 63' -f �_ ' ''o pRIVEWAY 91 ��O0 \\ \ \ �NI=w ? GRAVEI- 88.7g' N75.45, ` S75'45'50� 2 �� 1 - 15 Q o 50 W 105• y E G ALUMINUM PICKET FENCE o ; D10+'W 36 \ ID \ 1 TO ME T NYS POOL o o D S50-52' WO/I'-r 56.60 ` \ \\ \ ENCLOSURE CODE FL001D, LIEGE&, R/(; ` 9 \ \ _ x 3 " BARES, H�- OF \ \ \ \ 1 PROPOSED HAY N78-55.07„ o MEARNS AMORALES D Z 1w It o I�V,q Y \ \ --C \ \ 1 BAL 5 4 SILT FENCE 55.86' M ^' ® \ ��, \\ DURI G CONSTRUCTION CO) Q• SOUTHOLD PARK DISTRICT D \ \ \ C r NEW DRYWELL (DW-G) (4'x8' DIIA) W/ OPEN 0 \ – – \ �— —10 TE Jam• Q � T METAL INLET GRATE FOR IRAININATER N70'4 \ �S \ TREE_ 6 1� LIJ 00 P2 ? 5 9 _ Z \ \ \ � \ \ J• _ 4u. RUNOFF FROM DRI)YEWAY TYP 5,2330'Hr � � _ 9 _ NEW DRYWELL (DW- ,) (4'x8' DIA) W/ OPEN \ – – -� w METAL INLET GRATE FOR RAINWATER �- – –8 F ` 1 . a N RUNOFF FROM DRIVEWAY TYP w �\ � \ \` —�\ ��\ �\ �' M�pOO\ OR lop0� � S�� PDLL � W � r 1000-64-01-14.8 Q ~' �, �s� �� _ �7, � ��� � � \ ��� zo F� °'I'F"t, \ � � �73, PLAN oo SHEET #2 CO) `c' E,KI5TING TREES TO REMAIN ` �°�o \ A (ID AS NOTED Flo \ \\ \ \ @Afg: \ � 1 \ \ \ \ 5� 111�00 ONF EPARTME o 4 PM F®IA ION ®Nk jPSE OFEVknN � � NN MAS C. s �o \ \ 961PI-I=RA k P6W N9 '02j rn BY 2p� \ \ SIN = 9N 4�� fiIgN A ELECTRI m o WETLAND FLAG AS FLAGGED w SUFFOLK ENVIRONMENTAL F�'/ \ �� �� ® ®N �. a L U LAT O N CONSULTING INC. DECEMBER 2012. \� e�'�ky Nc r � �%®' �@��0f NEW CA CDRAINAGE � F,9 �, MR . PROJECT NO: AREA OF NEW WORK SHOP �\ � \ '. 1 1214 DRY WELL AREA x RAINFALL x RUNOFF FACTOR TIE LINE (DW-A) 480 SF x (2/12 FT) x 1.0 = 80 GU. FT. �\ \ ` � , DRAWN BY: USE: 1) 6' DIAMETER x 4' HIGH POOL \ RETAIN RMP ' N00 70\ TCS ( 6 (1) 6' X 4' 5TORM DRAIN RING = 841.5 CU. FT. MEAN HIGH `RURSI;ANT CNAI \ CHECKED BY: TCS PROVIDED REGUI RED > 80 GU. FT. WATER \ \�� ♦O E TOWN \� � \ 517113 DATE: 841.3 GU. FT. ECT I'- \0.\ ` \ AREA OF NEW GARAGE6 \ 9 A x RAINFALL x RUNOFF FACTOR ����� N �� � � \� w SCALE: DRY WELL ARE \ �' 1" =20'-0" (DA-5) 750 5F x (2/12 FT.) x I.O = 125 GU. FT. EDGE OF � �\ EXIS-nNG USE: (1) 8' DIAMETER x 4' HIGH POOL WETLANDS BULK SHEET TIT : � _ \ \ HEAD �I ' (1) 8 X 4 STORM DRAIN RING = 168.41 GU. FT. \� _'– _ D CK PROVIDED REG2UIRED - SITE PLAN- OCCUPANCY OR ?84.98' 168.41 GU. FT. > 125 GU. FT. SCALE: 1" = 20'-0" U E IS UNLAWFUL AREA OF EXISTING DRIVEWAY AT HOUSE �I DRY WELL AREA x RAINFALL x RUNOFF FACTORF • � CATS o (DW-G) 54154 5F x (2/12 FT.) x 0.7 = 6415 GU. FT. To WN a PLAN USE: (5) 8' DIAMETER x 4' HIGH POOL ( )5 8' X 4' STORM DRAIN RING = 844.5 GU. FT. �NATELY" PROVIDED REQUIRED 844.5 GU. FT. > 6415 CU. FT. ENCLOSE POOL ET CODE cu SHEET NO.: 11 "FoAt"'WATER' N COMPLETION AREA OF EXISTING DRIVEWAY DRY WELL AREA x RAINFALL x RUNOFF FACTOR "LOA XIS7NG (DA-D) 2678 SF x (2/12 FT,) x 0.7 = 512 GU. FT. oock nNc USE: (2) 8' DIAMETER x 4' HIGH POOL (2) 8' X * STORM DRAIN RING = 557.6 CU. FT. PROVIDED REGUI RED 357.8 CU. FT. > 512 GU. FT. BID SET PAVING 40' I ' I' 13'-6" 14'-6" 12'-O" CONNECT ALL GUTTERS AND CONNECT ALL GUTTERS AND LEADERS TO UNDERGROUND LEADERS TO UNDERGROUND DRYWELLS DRYWELL5 STEPS WATER LEVEL PROPOSED NEW, 15 POOLcim &UNITE S INNING I 20'x40', DEEP PROVIDE HAUNCH FOR PAVING AS REQUIRED AT STONE TERRACE TYP36" WIDE GATE: SELF CLOSING LATCHING _ 1 uj POOL SECTION - W z X STING FENCE TO BE / ,' 748" HIGH FENCEEI SCALE: 1/4" = 1'-0" REMOVED \ F71NEN F D DIA x I GATES IN COMPLIANCE uj - 4FT HIGH w/NYS POOL ENCLOSURE � l I LAN Z NEW DRYWELL I i i _ _ _ , 8FT DIA x 8" DIA YARD i i _ POOL \ I O Q OFT HIGH / DRAIN , _ — _ EQUIPMENT ¢��� yv J CONNECTED TO �� UNDERGROUND i �qti p 9 = 48" HIGH FENCE 4 \ / ``.G DRYWELL P - - J'yl� I Z GATES IN COMPLIANCE I w/NYS POOL ENCLOSURE fiT�'P II'-8° ' OUTDOOR SHOWER 4'-6"x4'-O", STONE VERSION CONCRETE BASE O O LAW I G TO MATCH TERRACE PAVING, WITH 4" DI BRONZE DRAIN COVER, U) 36" W E GATE: �`�,`/;i'p ��' DRAIN CONNECTED TO DRYWELL, 5HO 4E ENGLIO5URE: 4x4 POST J I SELF G 51NG �`'�� I ' ' WITH 2x4 FRAMING, SHOWER WALLS 7' HT, x8 T16 VERTICAL CEDAR l = UJ W LAT INC <� + 4 1�� SIDING WITH 18" CLEAR SPACE AT BASE O WAI�. LS , m Z 1 EXIST TREE, PROTECT I O TREE TRUNGK, LIMBS , EXIST TREE PROTECT TREE O W ABOVE AND ROOT W STRUCTURE FROM TRUNK, LIMBS ABOVE AND ROOT DAMAGE DURING m ' — ____ LANDSCAPED AREA _ STRUCTURE FRU) co CONSTRUCTION DAMAGE 1 — — — — Z �l DURING CONST &TION Lu u \ Z EXISTING FENCE TO BE I - V REMOVED _ 12"x72"x2" THK �� 8" DIA YARD DRAIN Q p STONE EDGING ON CONNECTED TO _ I Q df GONG SLAB TYP 13Q I ' DRYWELL --1 I N ALIGN 3 — o A PROVIDE HAUNCH IN - 1 W uj N LCA 13.66 v POOL STRUCTURE 13.66+ BELOW FOR PAVING AS REQUIRED AT STONE 1 " t f TERRACE 1 YS I I o ITCH DN I Lu I o A +13.75 13.75+ 13. 5+ REGRADE NEW POOL / w L AREA AND AREA a- - STEPS 15 AROUND PROPOSED INIc— UNDERWATER POOL I Iq TOOL HOUSE AS SHOWN _ RIDGE LIGHTS TYPICAL SWIM OUT 1 I +13. 5 SWITCHED AT EXISTING 1 I - up \ RESIDENCE 1�8„ ft - PITCH \ O� PITCH D ' r VVI 1 a l I I \ a or ;:- Lu ft PRO NEW &UNITE �• Y8 SHALLOW END SN", M I NG POOL DEEP END I I ITCH DN 3'-6" FT DEEP 8 FT DEEP I m W 22Ox40 a I N gw. N R +13.661 � � � - ' - - _ ate• � \13 \ ALIGN — A I 12"x72"x2" THK STONE t- POOL COPING W/ \ SWIM OUT YARD �1 BULLNOSE EDGE AT 51D'E ' POOL TYP \ OF NFA \ \ � CDp�P$�' sq�G•per \\ +I .-75 r 12 - Q \Q 1)h 6 FT. LONG DIVING B ARD. POOL GONTRAGTOR 5�ALL 2x36 ' BLUESTONE \ \� I VERIFY THAT ALL DIM NSIONS, t�G'i�T 0 50-A PAV RS LAID IN \\ \ + I NGLUD I NG POOL DEPT AND FO ARCH CRUSHED STONE BASE \ +13.71 13.11 J PROFILE, ARE APPROPkIATE FOR \ — USE OF DIVING BOARD I \\ \\ CORNER OF PAVING 5\ 40' PROJECT NO: 1214 TERRACE SHALL NOT BE \ 1 \ �4�OSER THAN 100 FEET � DRAWN BY: UT TO`EDGE OF WETLANDS 12"x72"x2" THK \ `� TERRACE � \ - STONE EDGING VER�I FAY TO ARCH I TEGT \ /DO STONE PAVERS ON 4" THIF GONG LAND5CA�ED AREA \ ON GONG SLAB SLAB W/ 6X6 MM TYPICAL CHECKED BY: TCS TYP PAVING PATTERN AS 5HOWN\ I DATE: 517113 \ , SCALE: 114" = 1' - p.. 12 \ ,tp OUTDOOR LANDSCAPE LIGHTING, SHEET TITLE: \ \ PROVIDE LOW VOLTAGE \\ I ELECTRIC LINE SURROUNDING 48" HIGH FENCE \ T� POOL TERRACE WITH SWITCH AT I \ 48" HIGH FENCE `\'4/� EXISTING RESIDENCE INTERIOR GATES IN COMPLIANCE � GATES IN COMPLIANCE ���S DOOR - OWNER TO PROVIDE � � \ I w/NYS POOL ENCLOSURE � POOL PLAN LIGHT FIXTURES AND \ 11 \ WNY5 POOL ENCLOSURE LAW �\\ TRANSFORMER TO CONTRACTOR � 1 \ \ \ \ FOR INSTALLATION � \ 361 36"\I�VIDE GATE: \\ " ➢VIE GATE: \ SING \ LANDSCAPED AREA SELF GL051NG ff SHEET NO.: I \ \ SELF (, LO LATCHING \ \ LATHING \ \ \\ \ \ EX15T TREE, PROTECT TREE � \ TRUNK, LIMBS ABOVE AND ROOT STRUCTURE FROM _ _ _ _ POOL PLAN— 14 g,4MAGE-PURIN6-rON5TRUGTION 12 SCALE: 1/4" = 1' -0" ,BID SET 11 13 R OPENINGS SSTRUCTURAL REVIEW �3Y STEVE MARESGA, PE WIND-BORNE DEBRIS PROTECTION FOR 188 07 WEST MONTAUK HIC��WAY, HAMPTON SAYS, NY 11�14C 1=0R WALL OPENING PROTECTION 01=120 MPI 3-SECOND WIND GUSTS NOTPRONE 651 728 cl4aO ( MAXIMUM MEAN ROOF HEI(5HT: 5 i) AIMPSON LATA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY 2 x I TIE ® EACH RAFTER CLASSIFICATION IN VIEW OF 5,-�'P. DESIGN CRITERIA: r I 1IC Rm 2 0 m E NON-HABITABLE ACCESSORI' SHUTTER ASSEMBLY DESIGN IN ACCORDANCE WITH AMERICAN W N.T.S. ,a' FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: O < 4'O WIDE SPAN 1 CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE HEIGHT PRESCRIPTIVE METHOD w 23/32" (3/4") APA 5PAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 = Z (OVERLAP AROUND OPENINGS 4'9 I ALTERNATE POSITION OF �� I HURRICANE CLIP USE 22 -O MAXI MUM GROUND SNOW LOAD - 45 P5F. � A55EMBLY: I-' 1 SIMPSON HS FIRST LEVEL - 40 P5F. L.L. Lu ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ °I I LIVING AREAS - 40 P5F. L.L. li #10x3" (w/ WASHERS) GALVINIZED OR 5TAINLE55 STEEL i I SIMPSON H2 HURRICANE BEDROOMS - 50 P5F. L.L. O '�" Z WOOD SCREW ® 161, O.G. 1 o CLIP NAILED. FROM ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: RAFTER To STUD. - FIRE AREA WIND SPEED - 120 MPH LL #10 TEE NUTS ATTACHED TO BLDG. w/ #IOXI-1/2 ( W/ WA5HER5) I I TYPICAL ALL RAFTERS SEISMIC DESIGN CATEGORY - 5 MACHINE BOLT a 12" O.G. •k' 1 5 - 8d NAILS EACH END RESIDENCE: X _ c ) cl) ,J \ 1 WEATHERING SEVERE O APA RATED PLYWOOD TO FR05T LINE DEPTH - 36 11 _ \ I • PROVIDE 8d COMMON PLATE. TO TOP OF TOP NAILS ® 4" O.G. AT TERMITE - MODERATE TO HEAVY t EXTERIOR EDGE OF ALL w D 1 SHEATHING. DECAY - SLIGHT 0 TYPE OF CONSTRUCTION O \ CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YE5 JU) co • CONSTRUCTION = w w 1 m Z t ' ULTIPLE SECTION ASSEMBLY: II 1 1/4" THICK BOLTS ® 2' OG O GENERAL NOTES O w I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE D15POSAL SYSTEM AND FRESH WATER SUPPLY w ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE U) I BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. C.� I t I I i W L AOVER LAP XN& CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN \ Z BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY V I•I' 1 1 °� I� MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION GORE. 0 O t I I I t 1 5FWN S1 DEo GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL I 1 1 t 1 METAL STRAP 948• oG. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. I I I 4. PROVIDE DOUBLE HEADERS AND TRIIMMER5 AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE N I DOUBLE TOP DESIGNED AND SPECIFIED BY OTHERS. SHUTTER AS S E M B LY 1 STAIR AND FLOOR AS NI NGS, POSTS AND PARALLEL w � 1 I I I STU s®16" o.c. PI-'°' PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE N.T.S. 1 i I 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM Z cl) FOR PANEL SPANS:4' OR WIDER SPAN I I I°j FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLT5, 3/4" DIAMETER. 1 U) I t 6. ALL DIMENSIONS AND GRADE GOND�ITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32" APA 5PAN-RATED 48/24 5HEATHING GRADE PLYWOOD I I AND OWNER. 1 t 1 1 VERIFIED BY CONTRACTOR(5) PRIOR. TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEERuj. (OVERLAP AROUND OPENIN65 4") WRAP + NAIL STRAP 1 -' 4 - 8d NAILS CONSTRUCTION AND ORDERING OF M,�4TERIALS. THIS 2x4 STRONG-BACKS @ 24" OG IJ ATT AROUND CHOR BOSLL LT FOUNDATION HAS BEEN DESIGNED FOR A SOIL I9. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: 51MP50N M5T2"f 1 t I I BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1 1 1 1/2" WIDE - 20 GAGE LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT WOOD TO 2x4'5: # 10x3" (W/ WASHERS) GALVINIZED OR I 1 METAL STRAP ®48 OG. 20. PROVIDE CARBON MONOXIDE ALARMS O EACH LEVEL 1). PREASSEMBLE PLY THESE CONDITIONS ARE MET. ALL FILL BENEATH AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 5TAINLE55 STEEL WOOD 5GREW 0 12" O.G. I,t ' h CONCRETE 5LAB5 TO BE COMPACTED TO 0159G 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL 5HEATHING To SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. ad z . o " •:{;�- �; Sd NAILS ® 4 04. RELATIVE DENSITY. #10x3" (W/ WASHERS) GALVANIZED OR 5TAINLE55 STEEL =�� ;= 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND N Q � WOOD 5GREW ® I6" O.G. '�_��'�•• '7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 2 - #5 REBAR '�`'•r` f'-`' ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: .;�:�; M, 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY r�. #ICJ TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) = °� '• SUPPORTED BY DOUBLE UPRIGHTS, 9.G7 FT AND OVER Y^ , AGQ �p`Tm• NEW YORK STATE BUILDING GORE. J 2 • 0 M;; 'sir. BY TRIPLE UPRI6HT5. ALL HEADERS TO BE a m MACHINE BOLT ® 12" O.G. i ''{ " v�po... `-t'''s` ''' MINIMUM OF 2-2x8 OR AS 5HOWN ON DRAWING. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO v w 5� FOUNDATION DWG. wfl,r, �" ' 5/8" x 12' A.B. ®48' OG. W -� •W Z 3 FOR DESIGN. {,,..,;-, U. m/ FENDER WASHER. 8. PROVIDE FIRE5TOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT -<W WINDOWS - GLAZED OPENING PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE = W .w M 5 to A GLAZED AREAS. 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED a�0� PROTECTION 15 REQUIRED FOR ALL GHIMNEY5, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W • a= IN ACCORDANCE WITH LARGE M1551LE TE5T OF AND DECKS ETC.. Q H • ASTM E 19x6 AND OF ASTM 1886. 23. THE NY5 CODES AL50 APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 10. DO NOT SCALE DRAWINGS. IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION STRUCTURE DESIGN. vM PANELS TO BE PRECUT TO FIT OVER WINDOWS WITHN • HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TD CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD FOR THE INSPECTION OR SUPERVISION OF ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLY ""(5BC CHAPTER #2304.x.6 PANELS TO BE MAINTAINED ON SITE. THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. sole OF NF oMNS C. S o FRAMING NOTES NAILING SCHEDULE cn TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD 5HEATHING TO BE NAILED WITH 8 d a 4" 4 PAPER ASSOCIATION 001.16LA5 FIR-LARCH STRUCTURAL GRADE No. 2 OR o.G. EXTERIOR EDGE5 AND 6 d a 12" O.G. BETTER. I NTERMED I ATE. o SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZESTPROJECTNO: 2. ALL 5HEATHING TO BE APA RATED, EXPOSURE I, 5/8° II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1214 h RAFTER/TOP PLATE 3-8d (TOE NAILED) MIN. THICKNE55 OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. DRAWN BY: e tlo ° GEILIN6 JOI5T/T0P PLATE 3-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, CEILING JOIST/PARALLEL RAFTER -7-Ibd (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGE5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT GEILIN6 J015T LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND 5TUD WITH GALVANIZED HURRICANE TYPE CHECKED BY: ::::• ....::::::•:••::•:.::::::.:.:. :.:::........... COLLAR TIE/RAFTER 2-8d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR TCS GABLE ROOFS -= BLOGKING/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE FTER 2-Ibd (END NAILED) 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED DATE: •:.::::::::......... ................... o 4,10 RIM BOARD/RA _ IED WITH DOUBLE UPRIGHTS, al'-O" AND OVER WITH CONNECTIONS.ALL PERIMETER JOIST TO GIRDER517113 TOP PLATE/TOP PLATE 2-16d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A o TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA ' a In 5TUD/5TUD 2-16d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL HEADER/HEADER Ibd (FACE NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR A5 NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND TOP or BOTTOM PLATE/STUD 2-16d (END NAILED) SHEETTITLE: -=_ 10� 0 45° BOTTOM PLATE/FLODR JOIST 2-Ibd (PAGE NAILED) ® 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED G I RCULATI ON I N ROOFS. J015T/5ILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB o BRIDGING/JOIST 2-Sd (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENIINC75 ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL stairs etc.. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" BLOCKING/JOIST 2-8d (TOE NAILED) GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & ° goo lob o L45 o LEDGER S1SILL E O 3-16d (FAGS NAILED) -7• DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, 5TORA&E, AND ERECTION OF to o JOIST R LEDGER./BEAM 3-16 (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWIN65. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS RECOMMENDATIONS. PROVIDE 8d COMMON NAILS ® 4' 0.C,. BAND J015T/JOI5T 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED AT HIGH PRE55URE ZONE - 6" o.G. BAND JOIST/SILL or TOP PLATE 2-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. FI14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. PLYWOOD ROOF DECKING 8d @4" O.G. EDGE5, ®8" O.G. MELD "TECO" OR APPROVED EQUAL. Ion o X30 o STRIP SHEATHING Sd (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, 98" O.G. FIELD 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. PROVIDE 8d NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. ED67E5, ®12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THI5 DRAWING 15 AN INSTRUMENT PREPARED TO PORTIONS OF PANELS IN HIGH PRESSURE ZONES. SHALL RECEIVE 5-I0D NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE NOTE : a = 4 FT. IN ALL ca5E5 SURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND COMPONENT AND CLADDING PRES OWNER. W 9000 ASPHALT ROOFING SHINGLES Ix6 FASCIA ON PROJECTED (m) ON 900 BL06. PAPER ON 94" PLYWD. RAKE BOARD, w/Ix6 FRIEZE W Z DECKING BOARD BELOW. NO SOFFITS i o _ Z Ix6 FASCIA BOARD w/4" TW 6 0 LL cn 0 J ALUMINUM GUTTER � WO °Y4 x 4 TYPICAL CASING 7r ATTIC FLOOR-------------- I -O -------------- ---------------------- -------------- 0 GANTILEYERED ROOF Jcl) U) OVERHANG W/ASPHALT PERFWTION RED CEDAR SHINGLE7M TU TF1 5HINGLES 4 T46 CEILING BELOW w SIDING w/6" +/- EXPOSURE TO z WEATHER ON 900 BLD6. FELT ON �� �\ 3/6" EXT. PLYWOOD SHEATHING ON . DOUBLE SWINGING � 2x4 FRAME LH LH M TLE] Tfil Im , O EXTERIOR WOOD DOORS, w/LI6HT3 ABOVE 4 O W STUCCO EXPOSED GONG. Y-GROOVE PANELS BELOW , Lu --------------------- --------------------------------------------------------------- ----------------- -----' '------ --------------- LV ftftftft z MASONRY FOUNDATION BEYOND i i i cl) O i i i i � ri CNI --------------------------------------------------------------- L----------------------------------------------------- W N z (f) cl) SOUTH ELEVATION WEST ELEVATION" uji SCALE: 1/4" V -0" SCALE: 114" V -0" ad z W a T T J �' o f2a ° W -i 0 z 12 W• azi aN � g wo �a g W. 9000 ASPHALT ROOFI146 SHINGLES -8„ ON 300 BLDG. PAPER ON =Y4" PLYWD. DECKING P631 0 OF NE�� o0p s C S,9 O,p ATTIC. FLOOR------------•-- --- ---------------------------------------------------- ------- --------------------------------------------------- 0 CUSTOM SLIDING BARN lr,dbs 10 s 10 — — DOOR, FABRICATED OF 2" PROJECT NO: &QUAO THK. PAINTED CEDAR dj RAILS 4 Ix6 V-6ROOVE, 1214 T46 PANELING ('TYPJ N BY: TCS HECKED BY: --------------------- ---------------------------------------------------- ----------------- ---------- ------- ------ ------- ---------- • 5/7/13 . 1/4 = 1' - 0" L------------------------------------------------------J L-----------------------------------------------------------------i SHEET TITLE: WORK SHOP EAST ELEVATION NORTH EELEVATIONS SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SHEET NO: BID SET LU 12 (a) �a w Z 5000 ASPHALT ROOFING SHINGLES ON SON !BLDG. PAPER ON V PLYWD. �' W DECKING 13Z O 6 to L j J � WO GALVANIZED M. SLIDING = DOOR TRACK d HARDWARE z ~ --------- ----- --- --- ------ -- --- ---- --------------ATTIC FLOOR---------------------- 0 - -------- ---------- cl) U) Uj Ld LIGHT = m Z CUSTOM, BI-PASSING SLIDINGBAdRN DOORS THK. PAINTED, CEDARCRAILS 4 Ix6 6 t0 r O � a� V-SROOVE, TSG PALLING (TYPJILI] O Lu T�Q7/ V\W 71 --]]'FiH N CUSTOM SLIDING BARN W DOOR, FABRICATED OP 2" THK. PAINTED CEDAR U RAILS s Ixb--------- V-GROOVE, W �- ------------------------------------ TfG PALLING (TYPJ JZ 1,41-011 (no L----------------------------------------------------------- L--------------- ---------� N W Lu Z C!) cf) WEST ELEVATION SOUTH ELEVATION W SCALE: 1/4" V -0" SCALE: 1/4" V -0" 06 z v) a- w r Y J �• O C Ix6 FASCIA ON PROJECTED W J• = a z RAKE BOARD,w/Ixb FRIEZE BOARD BELOW. NO SOFFITS W- Ba 2 W. cm Q H• v � 5000 ASPHALT ROOFING SHINGLES N N• -ON " BLDG. PAPER ON 94 PLYWD. DECKING 610 Ix6 FASCIA BOARD W/4" ALUMINUM GUTTER dJ OF NFy, C. O °Y4 x 4 TYPICAL CASING N 5 O�Pg S,y� 'P'T -------------- --------------•------------------------------------------------------------ --------------- ATTIC ------- FLOOR -------------------------------------------------------- Fr= trwTioN --------- --------------------------------------------PERFECTION RED CEDAR SHINGLE ----- * �� SIDING w/ 6" +/- EXPOSURE TO WEATHER ON 50* BLDG. FELT ON 5/8" EXT. PLYY4OOD SHEATHING ON �8 -1 2x4 FRAME VINYL SHUTTERS w/ P ROJ ECT N ORNAMENTAL LOUVERS. COLOR s t o s t o s t o 1214 SECTION BY OWNER LE RAWN BY: STtxco EXPOSED CONI. HECKED BY:TCS ---------------------------------------------------------------------------------------- --------------- ------ -------------------- --------------------------------------------------------- 5/7/13 MA50W FOUNDATION BEYOND i ' 114" = 1' - 0" ' ' -----------------------------�-i F--------------------------------------------------------------- L-------------------------------------------------------------------------------------------� L-----------------------------------------------------------J SHEET TITLE: GARAGE ELEVATIONS NORTH E LEVAT R EAST ELEVATION SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SHEET NO: BID SET W W (.) Z H- O 0 >- z LL - ca ca j Cz 1 WO �/ = li ~ J 0 ( (2)2x8 COLLAR TIE INSIDE DOUBLED 2)2x8 COLLAR TIE INSIDE DOUBLED AFTERS. SEE DETAIL #5 IN SPECS. RAFTERS. SEE DETAIL #3 IN SPEC RM W Uj LLFz 12 12 O �e ASPHALT SHINGLE ROOFING ON 50# ASPHALT SHINGLE ROOFING ON 30# BLDG. PAPER ON V PLYWD. ON 2x8 BLDG. PAPER ON 5/4" PLYWD. ON 2x8 a „ ® I6° RAFTERS BELow ca � LJ.I ® Ib RAFTERS BELOW (j) cj) W v V � z HURRICANE STRAPS. (TVP.) HURRICANE STRAPS. (TYP) V� 0 2xb ®Ib" OVERHANG FRAMING, JIF 2xb ®Ib" OVERHANG FRAMING, SCABBED TO ROOF RAFTERS SCABBED TO ROOF RAFTERS N OPEN FRAMEWORK EXPOSED ON Lu N INTERIOR (NO FINISHES) ST - /_ p W Ln ALUMINUM GUTTER ON Ix6 FASCIA `J �J ALUMINUM GUTTER ON Ixb FA5GIA r STORAGE z - OPEN FRAMEWORK EXPOSED ON 1,_�„ it1 cryINTERIOR (NO FINISHES)I I uj PLYWOOD DECKING = ry 5/4' PLYWOOD DECKING = ry TJI FLOOR JOISTS. 5EE FLOOR — Til FLOOR JOISTS. SEF FLOOR PLANS FOR SIZE AND SPACING 5— J PLANS FOR SIZE AND SPACING PERFECTION RED CEDAR SHINGLE OPE FRAMEWORK EXPOSED ON PERFECTION RED CEDAR SHINGLE ]NORK EXPOSED ON INTERIOR (NO FINISHES) SIDING ON 30# BLDG. FELT ON %11IN I R FINISHES) SIDING ON 50# BLDG. FELT ON 3/a" PLYWOOD SHEATHING ON 2x4FIDIARAOE PLYWOOD SHEATHING ON 2x4 Z• WOOD FRAME. Q W:0D FRAME. Q Q TOOL 4" THK. REINF. GONG. SLAB 4" THK. REINF. GONG. SLAB ON COMPACTED SAND ON COMPACTED SAND HOUSE W z � R2 Z) W• lz 2x6 TREATED WOOD SILL WOOD SILL WITH TERMITE SHIELD W• 2xb TREATED N 5 WITH TERMITE SHIELD 'y:. - .y,. .t••r: . } ..�.:. .•i...'? iY'.^'...:': :: - .:o::�,_:..-• ;�I,�: .f'•: Z :J.,.i :5...}•a•l;4••• .f•'� VI N• / / s•'. ,.�.•j / J . 8 THICK GONG. WALLS REINFORG \/\/ 8 THICK GONG. WALLS REINFORG\ \ \ \ ;..fi: \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ w/ (2) #5 REBAR AT TOP OF WALL. \\ w/ (2) #5 REBAR AT TOP OF WALL./ \\/\\\\\\\ \/ / _ :: \\� \/ WALL TO SEAR ON 8" DEEP x I6" WALL TO BEARON 8" DEEP x 16OTING REINFORCED / /\ /\\ '� \\/ \/\\/\\/\\ WIDE GONG. FOOTING REINFORCED WIDE GONG. FO \ \\ \ \ \ \ \ \/ \/ \ \ \/ \/ \ \/ \ \ \ \ \/ ,:.i \ w/(2) #5 REBAR. (TYPE SEE DETAIL W(2) #5 REBAR. (TYP) SEE DETAIL \ \ \/\�\` / \,/ \ \/\/ \1 \ / \ 1 •:: + ;•\\/ \/ #1 IN SPEC \ \ : 't \��\�/\��\�/ f\ \\�\\/\\�\\�\\/\\�\\f�\\/\\\/\�\ ;=•,rf.,= _\ \\/\ . 5(PiE OF NFlyl- #1 IN 5PEC5. // \ ': , ,,�:.: \/ •�,,: :;.. ��: y,:.:.. OOp,S C. S,� p� 0 x8350-� F � PROJECT NO.:1009 BLDG . SECTION 'A' BLDG . SECTION ' B " SCALE: 318"=1'-0" SCALE: 318"=1'-0" DRAWN BY: TCS CHECKED BY: DATE: 517113 SCALE: 318" = 1'-0" SHEET TITLE: BUILDING SECTIONS SHEET NO: BID SET