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Home My WebLink About41943-Z 0�0 Town of Southold 6/11/2019 P.O.Box 1179 CM �t 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40441 Date: 6/11/2019 THIS CERTIFIES that the building ACCESSORY Location of Property: 625 Arshamomaque Ave., Southold SCTM#: 473889 Sec/Block/Lot: 66.-3-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/18/2017 pursuant to which Building Permit No. 41943 dated 8/31/2017 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,NON-HABITABLE,NON-SLEEPING POOL HOUSE WITH COVERED DECK AND OUTDOOR SHOWER, AS APPLIED FOR 3 The certificate is issued to Bexstoren LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0021 04-22-2019 ELECTRICAL CERTIFICATE NO. 41943 07-03-2018 PLUMBERS CERTIFICATION DATED 07-02-2018 a iecuch 0 r d ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 41943 Date: 8/31/2017 Permission is hereby granted to: Bexstoren LLC c/o Jere V Jacob 795 Inlet Ln Ext Greenport, NY-1 19442435 To: construct an accessory pool house with covered deck as applied for per SCHD approval, Trustees and DEC At premises located at: 625 Arshamomaque Ave., Southold SCTM # 473889 Sec/Block/Lot# 66.-3-1 Pursuant to application dated 8/18/2017 and approved by the Building Inspector. To expire on 3/2/2019. Fees: ACCESSORY $202.40 CO -ACCESSORY BUILDING $50.00 otal: $252.40 Building Insp _--- 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 I%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. �� bo, 2.o'l Poo` New Construction: VO4%000ld orPre-existingBuilding: (check one) c Location of Property: �q rIY sha mol moaw- k . Sb1Al hb_W House No. Street Hamlet Owner or Owners of Property: Md C" IC C-h In V"M LZ\ Suffolk County Tax Map No 1000, Section Block 3 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ _PAjh Applicant Signature �®'tpF SOUjy®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.richert(aD-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Bexstoren LLC (Cannon) Address: 625 Arshamomaque Avenue city:Southold st: New York zip: 11971 Building Permit#: 41943 & 41945 Section: 66 Block: 3 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt I Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures $ Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches $ Twist Lock Exit Fixtures TVSS Other Equipment 2- Bath Fans, 1- Paddle Fan Notes: BP# 41943 - Pool House BP#41945 - Screen Room 1- Bathroom Renovation in Main House Inspector Signature: - Date: July 3, 2018 0-Cert Electrical Compliance FormAs Town Hail Annex Telephone(631)•765-1$02_ 54375 MAW Road _ Fax(631176-5-95.02 - - P.0-Box 1179 _ Southold,New'York 11971-0959 A h _ _ BU11r DING DEPARTAffiNT TOWN OF S®UTHO� - JUL 3- 2018 -CERTII+ICATI®N- Date_ Building Permit No. q I ol q_3 owner: ex s-ha re h LLC (Please print) Plumber- F3roa d "t-eC u Ch _ R _ (Please print) _ I certify that the solder used in_the water supply-system contains less than_ 2110 a-f 1°l0 lead. = bens - Swom to before me ti3i6; 5 _ day of 20N_ CONNIE D.BUNCH Notary Public,State Of New York No.01 BU6185060 LQualified in Suffolk County Y�--P Commission Expires April 14,2_&3 Notary PubligS U4& County oF soulyo H O h holy 0 MV,� TOWN OF SOUTHOLD BUILDING DEPT. 766-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLEIG. [ ]. FOUNDATION 2ND [ ] INSULATION [FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: bafl , W491P 1!t, is ole-z- DATE l4lieci ANSPECTOR SOUjyo� L�� o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: / DATE v J INSPECTOR OF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. Courm `' 765-1802 INSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. " 9 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL d [ ] FIREPLACE & CHIMNEY,_ [ ] FIRE SAFETY INSPEC [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �J ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR��6C 1 oe sours how o� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON. [ ] FOUNDATION 1ST [ ROUGH G. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ON l J60&1-& GA)�-Kwizool y cog 'F,✓ &rtmc 6&4a'oAceo� cep ,f� zDATE g INSPECTOR FIELD INSPECTION REPORT DATE Comm pals 1 I i� Ac✓� � �� FOUNDATION(1ST)-------------------------------------- CA l FOUNDATION (2ND) �y �JqGK• l Af Ami o lily y ROUGH FRAMING& PLUMBING INSULATION PER N.Y. y STATE ENERGY CODE Y o t vJa6ef. Ira cl FINAL ADDITIONAL COMMENTS 6 � b 0 z a` H 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 Southoldtownny.gov PERMIT NO.aq Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application D IECCEDIVE Flood Permit - Examined '20- Single&Separate Truss Identification Form AUG 3 1 2017 Storm-Water Assessment Form Contact: Approved ,20 BIS D� Mail to: �� Disapproved a/c T OF SO OBrA 16016, Phone: (Al.1 1+11 Mara 3 ra Expiration 120 001 *DISC. i ns e for • Y APPLICATION FOR B ILDI PERMIT - Date >� ;3 , 20J INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing 1`ocation of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. ' E 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 ifthe'yvork authorized has not commenced within 12 months after the date of issuance`orhas not-been,completed-within.l8 months from Bach date.If no zoning amendments,or-otbe,'r.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, of 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 authori2ed inspectors bn premises'and in building for"necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, les ee, agent, architect engineer, general contractor, electrician, plumber or builder rGhic, Name of owner of premises 1r (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) V Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pr posed work will be done: House Number Street Hamlet ; County Tax Map No. 1000 Section 66 . *Blo'&- Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ' b. Intended use and occupancy h hcum 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost (ToKbe aid on filing this application) 5. If dwelling, number of dwelling units ; Number of dwelling unit each floor If garage, number of cars rit, :r . J 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7: Dimensions of.existing structures, if any: Front Depth _Height' /3 ' —(f �'' Number of Stories / Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Ire 11 Rear JtaB'2t Depth �' f Height ®,�°� °f rerstt Number of Stories / 9. Size of lot: Front . ?,.T'5. 71 Rear Depth 2(a 10. Date of Purchase J td he VtldlName of Former Owner i r9�t .tel i.sS 11. Zone or use district in which premises are situated R- Ao Rat.4, At-W'm 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO__k 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES ' NO t3K5+0reh Jere Jacob 14. Names of Owner of premises Lt W*-t-ahh®on Ad9ess 1 1. e No. (93 1 11(ps 3014 Name of Architect Mer-it Krmffier- Address 2I3 E. M . ft& o &-%s 411 - &1 (v Name of Contractor%F%w l Address IIoj'y, ►yckr SA-• a No. I'i3ll 239-1-UD 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_XNO * 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. PEWITS MAY BE REQUIRED. Truafea NrM t - MOO UC Per'AAI� weprovide survey, to scale, with accurate foundation plan and distances to property lines. IVO 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) r I, SS: COUNTY being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contra or,Agent, C rporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of_ - MEL-- - DWYER Notary Pu Ic NOTARY PUBLIC,STATE OF NEW YORK Signature o Applican NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,22LL 0"M M_� RK '1 3 BOARD OF sOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. $960 DATE: FEBRUARY 15,2017 ISSUED TO: BEXST0REN, LLC PROPERTY ADDRESS: 625 ARSHAMOMAQUE AVENU-E,SOUTHOLD SCTMft 1000-66-3-1 AUTHORIZATION iI V" Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 15,2017,and in consideration of application fee in the sum of$250.00 paid by Bexstoren. LLC and subject to the Terms and. Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: ting 3,490sq.ft.one-story dwelling Wetland Permit to construct a 14'x161 screened porch addition to exi s I with 51x6' landing and 6'wide steps to grade; demolish and remove existing upper and lower attached decks and steps; reconstruct in-place=L143sq.ft.portion of lower deck situated seaward of existing 841sq.ft.swimming pool which is to remain,and construct new reconfigured=070sq.ft.lower and 4:878sq.ft. upper decks connected by 12'x12'landing and steps; remove existing pool house and roofed over deck,and construct new 81x12'pool house with attached 41x8' outdoor shower and 8'x16'roofed over deck; remove existing pool house leaching pool and install a new upgraded sanitary systern landward of dwelling for proposed pool house and dwelling; install pool equipment,pool enclosure fencing,and pool drywell for existing swimming pool; install a drainage system of leaders,gutters,and dr ells to contain roof runoff; remove 1-30 linear feet of existing wood retaining wall;reconstruct in- place=E54 lin ear of existing wood retainingWall; construct 140 linear feet of new 18"high stone retaining wall; remove existing brick walkway and steps,and construct 84sq.ft.of on-grade masonry walk with wood steps; remove existing on-grade walkway and steps and construct portion of proposed 1-646sq.ft* .1 on-grade masonry walkway; replace existing masonry walk and steps to existing dock with proposed 4.5' wide dry laid masonry stab steps; and to establish and perpetually maintain a 10'wide±1,5,35sq.ft.non- i turf buffer adjacent to the tidal wetlands boundary; and as depicted on the survey prepared by Kenneth d September 1,2016,and stamped approved on February M.Woychuk,Land Surveying,PLLC,last date 15,2017. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. F04 co coo M., q, tO�*OF SU(/Ty0 Town Hall Annex Michael J.Domino, President John M. Bredemeyer III,Vice-President l0 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �pQ Telephone (631) 765-1892 Gre Williams Fax(631) 765-6641 NTI} SEP 1 9 2010 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BTJMDMG DEPT. Tlrn'V'N. C S,OTf-17—OLD CERTIFICATE OF COMPLIANCE # 1507C Date: September 13, 2018 THIS CERTIFIES that the construction of a 14'x16' screened porch addition to existing 3 490sq.ft. one-story dwelling with 5'x6' landing and 6' wide steps to grade; demolish and remove existing upper and lower attached decks and steps; reconstruct in-place±143sq.ft. portion of lower deck situated seaward of existing 841sq.ft. swimming pool which is to remain, and construct new reconfigured±1160sq.ft. lower and f878sq.ft. upper decks connected by 12'x12' landingand remove existing pool house and roofed over deck, and construct new 8'x12' pool house with attached 4'x8' outdoor shower and 8'x16' roofed over deck; installation of pool enclosure fencing; remove existing pool house leaching pool and install a new upgraded sanitary system landward of dwelling for proposed pool house and dwelling; install pool equipment pool enclosure fencing, and pool drywell for existing swimming pool; install a drainage system of leaders,_gutters, and drywells to contain roof runoff; remove±30 linear feet ��f existing wood retaining wall; reconstruct in-place±54 linear of existing wood retaining wall, construct 17'7 linear feet of new 24"high stone retaining wall off the northeast corner of the dwelling; the addition of 28 linear feet of 15"high stone wall off the southeast comer of the dwelling; remove existing brick walkway and steps, and construct 84sq.ft. of on-grade masonry walk with wood steps; remove existing on-grade walkway and steps and construct portion of proposed±712sq.ft. on-grade masonry walkway; and to establish and perpetually maintain a 10' wide f1,535sq.fft. non-turf buffer adjacent to the tidal wetlands boundary; At 625 Arshamomaque Avenue, Southold Suffolk County Tax Map #1000-66-3-1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 17, 2017, pursuant to which Trustees Wetland Permit#8960 Dated February 15, 2017,was issued and Amended on December 13, 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 14'x16' screened porch addition to existing 3,490sq.ft. one-story dwelling with 5'x6' landing and 6' wide steps to grade; demolish and remove existing upper and lower attached decks and steps; reconstruct in-place±143sq.ft. portion of lower deck situated seaward of existing 841sq.ft. i swimming pool which is to remain and construct new reconfigured±1160sg.ft. lower and ±878sq ft upper decks connected by 12'x12' landing and steps; remove existing pool house and roofed over deck and construct new 8'x12' pool house with attached 4'x8' outdoor shower and 8'x16' roofed over deck; installation of pool enclosure fencing; remove existing pool house leaching pool and install a new upgraded sanitary system landward of dwelling for proposed pool house and dwelling; install pool equipment pool enclosure fencing and pool dWyell for existing swimming pool; install a drainage system of leaders gutters and drywells to contain roof runoff, remove±30 linear feet of existing wood retaining wall; reconstruct in-place±54 linear of existing wood retaining wall; construct±77 linear feet of new 24"high stone retaining wall off the northeast corner of the dwelling; the addition of 28 linear feet of 15"high stone wall off the southeast corner of the dwelling remove existing brick walkway and steps and construct 84sg.ft. of on-grade masonry walk with wood steps; remove existing on-grade walkway and steps and construct portion of proposed±712sq ft on-grade masonry walkway• and to establish and perpetually maintain a 10' wide±1 535sq ft. non-turf buffer adjacent to the tidal wetlands boundary. The certificate is issued to BEXSTOREN, LLC owner of the aforesaid property. Authorized Signature Imhof NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-04517 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: - BEXSTOREN'LLC BEXSTOREN LLC LISTA M CANNON 625 ARSHAMOMAQUE AVEISCTM 1000-66- 3-1 975-INLE1LN S-OUSIiOLD,_NV 11971 GREENPORT,NY 11944 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: NYTM-N: Latitude: Longitude: Project Location: 625 Arshamomaque Ave = Watercourse-Pettys Pond Authorized Activity: Remove existing masonry walk and steps and install new steps to dock. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 2/17/17. (CKW) DEP-ARNO Note:Th� eport:<�on of the property landward of the 10'elevation contond Tidal Wetlands Act (Article 25)�unsdic�. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04517/00001 New Permit Effective Date: 2/17/2017 Expiration Date: 2/16/2022 Page 1 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION " Facility DEC ID 1-4738-04517 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: SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Authorized Signature: Date Z/ 17 / 7-01—) Distribution List EN-CONSULTANTS Marine Habitat Protection CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 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 this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. 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. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION v Facility DEC ID 1-4738-04517 4. 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. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal _w_etlaad boundary._ 7. 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. 8. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 9. 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. 10. 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. 11. State May Require-Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 AM t NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION v Facility DEC ID 1-4738-04517 12. 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. 13. 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 1/16/17, stamped NYSDEC approved on 2/17/17 . - 14. ate o -ia a or Damage e fate o�ew Yor s a in no case a is-e or any amage 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. Page 4 of 6 AM Y lubmi NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC LD 1-4738-04517 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 BrookJ50 Circle Rd Br-ook,1�_Y_-11790409 _---- --� 4. Submission of Renewal Application The permittee must submit•a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply, with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 Ichmt ~NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04517 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 _._--enrnpi�an�r=r#o�-in=cornpli-anc-�=v�tl�the=ter �nd�onc�it�en��the=permit�hi�=r�de;�ati� es—---_- 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 `a p Scott A. Russell <°SUFFQIr STO]R.IMIWA IEIR� SUPERVISOR 1\\4A\N A_G]EM1EN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 of �� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET Aliul My ( TO BE COMPLETED BY THE APPLICANT ) DOES 'tt'IIIS PROJIECI' R\VOLVE ANY OF 'I'I-IE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ 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. ®�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. ❑E6 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. j❑ 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 Tag 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 Dis[rict - NAntE. Stacy Paetzel 66 3 1 0117712001 1 Section Block Lot 631-209-2410 '°`FOR BUILDING DEPARTMENT USE ONLY m *" Contact Inforation rr.sRm�n� Reviewed By: — — — — — — — — — — — — _ _ — _ — _ Date_ / — Property Address/Location of Construction Work: — — — — — — — 625 Arshamomaque Avenue1:1Approved for processing Building Permit. tormwater Management Control Plan Not Required. Southold, NY 11971 Stormwater Management Control Plan is Required. 51"(Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT IkS.C.T.M. 1000 51f� CHAPTER 236 (Property Owner, sign Professional,Agent,Contractor,Other) �- «-��» � by �- ' 66 3 1 Stormwater Management Control Plan CHECK LIST NAME Stacy Paetzel Section Block Lot w z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Plmse Prov Date. �(c The applicant must provide a Complete Explanation and/or Reason for not providing 31-209-2410 Qj� 1W all Information that has been Required by the following Checklist! Jrgnnture Telephrne Number 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! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 00 b. Total Site Acreage. 00 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). �CIN IsECYIC91V5 ARE RE6�9t d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, �� Fngat 765-1560 befpre e. Limits of Clearing & Area of Proposed Land Disturbance. Certification f. Existing& Proposed Contours of the Site (Minimum 2lnteivals) ' e g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements &utilities. h. Spot Grades& Finish Floor Elevations for all existing& F proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 J. Location of proposed Soil Stockpile Area(s). 0 _W- k. , (� k. Location of proposed Construction Entrance/Staging Area(s). Shall include but not be united to: = IVJ 1. Location of proposed concrete washout area(s). A-weil maintained Construction fntra e, M. Location of all proposed erosion&sediment control measures. 00 Wire Backed STIR Fencing, Stabilization & 2. Stormwater Management Control Plan must include Calculations showing Seeding of exposed and/or inactive gails- that the stormwater improvements are sized to capture,store,and infiltrate F DAH M DEM on-site the run-off from all impervious surfaces generated by a two(2')inch 00 TOWNrainfall/storm event. OF S01aHM 1) 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. Existing driveway to be used for construction access c. Inlet Drainage StI'uctures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e g.infiltration basins,swales,etc.) *** FOR ENGINEERI ' EPAR ENT USE ONLY Reviewed & D Additional Information is Required. Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — —" ! Stormwater Management Control Plan is Complete. Date: 7 SMCP has been approved by the Engineering Department.) FORM ' SWCP Check List -TOS MAY 2014 , (22) �t _ t _ t I - t i 1 _ EXISTING DRI�(EWAY TO BE USED,FOR CONSTRUCTION'ACCESS EXISTING APRON TOPSOIL ) STOCKPILE AREA � CONCRETE � � WASHOUT AREA \� u, I / � r 0Z PROPOSED SILT FENCE � Z (SEE DETAIL 1) ' LOT 9 LOT 10 X 1 / r 1 f 45ci i i i i i i TEST HOLE i EXISTING APRON i i i i i i i i EXISTIN TC t11� trl O PROPOSED SILT FENCE (SEE DETAIL 1) Z LOT 9 LOT 10 / / r gyp• / / \ I TEST HOLE EXISTING APRON i i i i i � EXISTINI / TO w / (22) z � . N 83020'10"E 18'-0" MAX. C. to C. U U- 0 Q SDR 35 PVC INLET PIPE SI DE _ PLAN FOR PIPE SI, Ludu 77r 2'-0, SDR 35 PVC OVERFLO QUO PIPE SEE PLAN FOR PII PERSPECTIVE VIEW SI GEOTEXTILE _ TIED TO"'. O WIRE FENCING r WIRE FENCE 2"x4"OPENINGS 48" FENCE POST EXISTING COMPACTED SOIL 8' O.C. GRAD GEOTEXTILE 2 TO BE BURIED GROUND WATER LII` IN GROUND, NON-RATEABLE SO AS SHOWN SLOPE 6'-0"MIN 00 _ CLEAN MEDIUi NOTE: COARSE FII 2" MAXIMUM DRAINAGE AREA 6, 1/2 ACRE / 100 LINEAR FEET .� SILT FENCE z PR Section Not to Scale N 83'2919'E I (20) (18) I , l I r 1 1 DW-2 SAEXISTING NITARY POOL , \ TO BE ABANDONED+ \ DRIVEWAY i EXISTING DRIVEWAY BACKFILLED WITH TO REMAIN SED FOR CLEAN COURSE SAND 'IONIACCESS I ' / \ PROPOSED 500 SF \ EXPANSION TO DRIVEWAY TOPSOIL 1I RELOCATED r` STOCKPILE ;) AREA ) ��-EXISTING r r LP TANK LP TANK TO BE / RELOCATED I; ? / 4k PROPOSED 24"HT. %r FREE STANDING J STONE WALL JJ? PROPOSED 265 SF ON %? GRADE MASONRY WALKWAY rr J? J JJ I( , EXISTING 1343 SF OF GRAVEL ? WOOD PORCH DRIVEWAY TO BE LOT 9 REMOVED -- EXISTING COBBLE ' EXISTING LOT 10 CURBING TO BE ;r 1 - STORY REMOVED(TYP.) r1J ir! DWELLING FFE.216' i rJ _-� EXISTING SANITARY ? \ ' SYSTEM TO BE 1 J J ABANDONED+ BACKF PROPOSED SANITARY l J t ILLED WITH SYSTEM DESIGNED \ `J CLEAN COURSE SAND) - BY OTHERS J r rr '3 / I1 i EXISTING PROPOSED 465 SF ONJ COVERED ; GRADE MASONRY ? PORCH WALKWAY I ' 1' X f PROPnSFn in SF, 265.00' —100'SETBACK FROM - (16) (14) TIDAL WETLAND BOUNDARY (14J - --- — - -o. 00 I --- - +1OO r r _ � EXISTINGWALL IL 0 4 �J !TIMBER WALL_ '�.r� ( / PROPOSED 4'w � (DW- SELF-CLOSING, - EXISTING _ - --PD-1 - I SELF-LATCHING CATCH BASIN _t I; I POOL GATE - TO REMAIN f= / #58, PROPOSED p PROPOSED Po ROPOS` 84 S.F.ON-GRADE - (12.6) , ; ` 30"H.STONE WALL OL DRY1,I ELL MASONRY WALKWAY, PROPOSED , PROPOSED I LANDING+WOOD STEPS POOL FENCE O POOL EQUIPMENT EXISTING BRICK / y1 EXISTING I WALKWAY+STEPS (13.15) `PROPOSED TIMBER WALL TO BE REMOVED 3.0 PROPOSED 4'X 8' 1 EXISTING SANITARY POOL + POOL HOUSE "\.� OUTDOOR SHOWER TO BE ABANDONED+ ( ) ATTACHED TO POOL I � - - TW 14.94 / �`m:��. ��'&-•SHOWER ` BACKFILLED WITH ' ',,X� CLEAN COURSE SAND! BS r , r., _ X(13.5) � � ` 3.2+,� ; � _ X ,.�'/ 15.57/ i! APPROXIMATELY 30 L.I 15.52+ RJO OSSD4.7),' /RETAINING OF EXISTING WOOD C ER D LOydER CK / X WALL TO BE REMOVED 47 4 / AP EXISTING 51 S.F POOL HOUSE E]REl TS TO BE REMOVED TO .9+ +BS EXISTING 155 S.F. .3 ROOF-OVER DECK ED( / EXISTING TO BE REMOVED EXI; STEP$TO BE ' TO ® / REMOVED / r X 0 :' 8 / BS / 'X(18.44) p ' / rJ PROPOSED 510 S.F. / LOWER DECK / + 17.9 X•(18.4 - H - EXISTING 841/ S.F. r0 / INGROUND POOL TO REMAIN / BS(17.3 - EXISTING / / r rs TOP OF COPING: 17.3 1 - STORY j PR�POSED 878 S.F. 17.9 I (14.4) /RAISED DECK +BS 17.3 DWELLING FFE:21.6' EXISTING - / DECK PLANTER ' 143 S.F,OF EXISTING LOWER X DECK TO BE REMOVED+ / TO BE REMOVED i -'?=-=-� (� (17.3) REPLACED(IN PLACE) Q/X(21.48) 0/ O i �' i i _ ; X(1598) Q +BS 1 / 7.3 X fl (17.3) 2 (r / PROPOSED PROPOSED ` 12'X 12' 455 S.F. DECK LANDING POOL DECK i r r X.(16.48) X(15.56) L- j+BS ; PROPOSED EXISTING STEPS 4IS-- ' 173 POOL FENCE TO Bim-REMOVED_ ��•.�w�.- 17.35)' / PROPOSED 4'-6"W. ' SELF-CLOSING, ; SELF-LATCHING POOL GATE EXISTING SOLID ®! RO SE // 'f `?`(17.98) MASONRY STEPS+WALKWAY 1�0 BE REMOVED CRE ED R PL E F� ,r X(18.56) 11 ; XI NG EC I It 1 f„ ��_—EDGE OF 1280 S.F. 1 �r P-ROPOSED EXISTING RAISED DECD PROPOSED DRY LAID RAILING TO BE REMOVED / MASONRY SLAB STEPS PROPOSED 242 SF ON PROPOSEI 5"X 117o r_0e nc k1.0^ 1 If ' l l l•� fr r { r. (1 ti EXISTING 1343 SF OF GRAVEL ',! WOOD PORCH DRIVEWAY TO BE 1 1 REMOVED LOT 9 EXISTING COBBLE" `/ EXISTIN( LOT 10 CURBING TO BE 1/ 1 - STOR REMOVED(TYP.) /rr DWELLIN r 1; FFE:216' r EXISTING SANITARY SYSTEM TO BE " ABANDONED+ 'i f PROPOSED SANITARY BACKFILLED WITH SYSTEM DESIGNEDCLEAN COURSE SAND /1 J/ BY OTHERS — /,� !!!r 1 , ;a EXISTING PROPOSED 465 SF ON i/1 COVERED t GRADE MASONRY PORCH © / WALKWAY / � X PROPOSED 10 SFBS EXISTING•bRIVEWAY EXPANSION TO a (19.98) EXISTING STEPS TO REMAIN GRAVEL DRIVEWAY ' TO BE REMOVED 10 b J - r %J EXISTING ON-GRADE J WALKWAY TO BE r 4 %' REMOVED 1 � r (20) _ FITS 3"+4"S WALL OR 6" PRECAST TRAFFIC CORRUGAT SDR 35 PVC INLET PIPE SE EARING CONCRETE NDS #1242, PLAN FOR PIPE SIZE DOME OR SLAB TOP #1245 UNIA GRADE LOCKING 01 2'-0"MAX LOCK INTO TOP OF DRYWELL AT ANY KNC SDR 35 PVC OVERFLOW ❑ ❑ O ❑ ❑ SEE PLAN FOR ND; PIPE SEE PLAN FOR PIP11 ❑ 0 ❑ ❑ ELEVATION) GRE SIZE ❑ ❑ ❑ ❑ ❑ SLOPE SLOE ❑ ❑ ❑ 0 BACKFILL 3'-0"MINIMUM AROUND DRYWELL WITH ❑ ❑ 0 ❑ ❑ MEDIUM COARSE El 0 ED ❑ E SAND/GRAVEL ❑ ❑ PRECAST CONCRETE 2'-0"i STORM DRAIN RING • MIN •._ ,,._ . :- .,., - HEIGHT AND DIAMETER GROUND WATER LINE; AS INDICATED ON PLAN NON-RATEABLE SOIL' 11==I I --- NOTES: C-0' MIN DRYWELL TO BE INSTALLED AS PER STATE AND LOCAL CLEAN MEDIUM; SAND AND GRAVEL-RATEABLE SOIL COARSE FILLCLEAN MEDIUM COARSE BACKFILL CODES COMPACTED" NOTE: SUBGRADE SEE PLAN FOR WIDTH NDS ADAPTERS THAT FIT THIS BASIN ARE AS FOLLOWS AND DEPTH #1266. USE#1206,IF PLUGGING AN OUTLET. &LPREECAST CONCRETE DRYWELL NDS 9" CATCH BASIN e ,tion Not to Scale Section a PRO'-'--:7 510 S.F. � h LI DECK17.9 ; ! X(18.4 EXISTING 841 S.F. PC 1jr i XTS(18.51) roe/ INGROUND POOL / x'` TO REMAIN Fr ' / BS(17.3 _ r 70P OF COPING: 17.3 EXISTING TS17 PR POSED 878 S.F. 17.9 1 - STORY /RAISED DECK rr +SS 17.3 DWELLING FFE:21.6' +-+- ! EXISTING - ±143 S.Fi OF EXISTING LOWER DECK PLANTER I- - ! ,` X _Jt''' DECK TO BE REMOVED+ (17.3) o/ TO BE REMOVED \ i ; � ' -'-;-j=.-="' REPLACED(IN PLACE) / !j,T / X(21.48) X 15.98 , 00! r ' +BS 17.3 X �! (17.3) PROPOSED PROPOSED ( /X/ 12'X 12' 455 S.F. -r DECK LANDING POOL DECK r I ; •`,' ' ~,r7 X / X,(16.48) ,(15.56) ;+BS 1 ! � PROPOSED EXISTING STEPS x 1 17.3 POOL FENCE ` TO 'E'REMOVED �S� ! PROPOSED 4'-6"1N. 17.35)' - .---•---.> .-�q .,�..- ��.,t-�v,,.,_� .r-��'Vii.. •�X.(e� �.<-•-. -•..�__SEL'F=CLOSING, , rr '• - _ SELF-LATCHING POOL GATE EXISTING SOLID 1 X\ MASONRY STEPS+'WALKWAY RSE ! rrr t(17.98)-, r= '4O BE REMOVED, OS / _ CRENED OR PL E ! r X(18.56) J XIS fNG EC r t r t / 0 !/ 11_�EDGE OF 1280 S.F. /^` `PROPOSED 1 EXISTING RAISED DEC f PROPOSED DRY LAID r RAILING — ' TO BE REMOVED / MASONRY SLAB STEPS r PROPOSED 242 SF ON ! PROPOSED 5"X (17.9 I GRADE MASONRY/ 4'PLATFORM+ WALKWAY / EXISTING STEPS 5'W:WOODI PROPOSED 10'W. TO BE REMOVED 6�p" i STEPS TO ' / / PROPOSED'SILT FENCE NON-TURF BUFFER s o GRADE I / I (SEE DETAIL 1) DW.1 PROPOSED NDS 9"CATCH / J X(I /BASIN TYP. (SEE DETAIL 3) PROPOSED N'SDR 35 PROPO •*1g7, 18.75+ +BS \ / DRAINAGE PIPE TYP. SFO / i / '00, SC i 17.5 �' PROPOSED PRECAST / rpCNRFF,�,50 PROPOSED 15"HT. CONCRETE DRYVgLL i STONE RETAINING TYP.(SEE DETAIL 1) WALL+MASONRY i 8L STEPS (18) (16) (14) p 269.00' (10) i (6) ® i� �• it FITS 3" +4"SOLID WALL OR 6" CORRUGATED PIPE NDS #1242, 41243+ #1245 UNIVERSAL LOCKING OUTLET TWIST LOCK INTO POSITION Drainage Calculations and Structure Schedule TEST HOLE C AT ANY KNOCK OUT Drainage (TEST HOLE DUG BY K. WO' GREENN GRATE NDS Structure Size Elevation Invert In Invert Out ON AUGUST K. 2016 SLOPE Dwelling(3490 SF @ 100%)+Proposed Screened-In Porch (224 SF @ 100%)+Proposed On- OL DR BROWN Grade Masonry(1056 SF @ 100•/6) SANDYLOAM. 4770SF x 2"rainfall (.167)=796.6 CF/8'Dia.Dy ell (42.3)=18.8'depth req'd O9P L 7-,� BROWN = - 1 DW-1 8'Diax10'depth SM '==='ll`--i!1=1i:-"-- LAWN + SILTY SAND - - 1 TOPSOIL DW-2 8'Dia x 10'depth 20'depth provided CRUSHED PALE Proposed Pool House&Shower(128 SF @ 100%)+Proposed Covered Lower Deck(128 SF @ STONE BASE BROWN 100%) FINE 11- ' =i:i- i 256 SF x 2"rainfall(.167)=42.8 CF/4'Dia.Drywell (8.8)=4.86'depth req'd TO DW-3 4'Dia x 5'depth SW COARSE _;�__ -= il•-=jli=.-i SAND'- 5wh5ming Pool Backwash D el )M'PAC7ED—j-`'' -" - PD-1 6'Dia x 6'depth BGRADE ,SIN ARE AS FOLLOWS. #1242, #1243, #12 5+ AN OUTLET. IN l('(o is 45T UYL .o Not to Scale - NO WATER 265.00' i - CANNON (6) RESIDENCE ` / I 625 Arshamomaque Avenue Southold, NY 8 I '\ 1 { t PROPOSED ' � /�✓�� POOL ,LL OR yyyELL viENT f r � \� PROPOSED 4'X 8' rrfx/ ��OUTDOOR SHOWER ATTACHED TO POOL HOUSEJx marshalt poetzel r ` APPROXIMATELY 30 L.F. LANDSCAPE ARCHITECTURE _ X /RETAINING OF EXISTING WOOD PROPOSED �I � y WALL POOL- i ,i` �x'' '\rl ,� NORTH FORK HAMPTO BE REMOVED V � , ' NS \'\' 5175 Route 48 PO Box 1397 APPROXIMATELY 54 L.F. qG 51 S.F. OF EXISTING WOODI :• I Mattituck,NY 11952 530 fvlontauk Hwy, #203 HOUSE RETAINING WALL i� Amagarisett, NY 11930 'REMOVED TO BE REPLACED I r 7\ I phone: (631)209-2410 d OVER S.F. FCK EDGE OF 1212 S.F. I r / fax: (631) 315-5000 REMOVED ' EXISTING LOWER DECK i `/ I / email: mai]@Mplastudio.com TO BE REMOVED r r \/ BW(12.52) I ,� f "" SURVEYOR: i \• I Kenneth Woychuk Land Surveying, PLLC -,i PO Box 153 Aquebogue, NY 11931 r' '\ Office: (631) 298-1586 RppOSA,VGx i �,r,N 1. ARCHITECT: i Aicoo '� /'�,.• I Meryl Kramer 6j poop s'� Meryl Kramer Architect Od HO7srlU. 213 E. Front Street TO / '1\ 'f eFR� otrs !\F �, \• , I I Greenport, NY 11944 APPROXIMATE, Office: (631) 477-8736 ! EDGE OF SHORELINE PERMITTING CONSULTANT: (14.4) y � En-Consultants 11 \/6< / Robert Herrmann �-±143 S.F.OF EXISTING LOWER r��` ' �/• 1319 North Sea Road DECK TO BE REMOVED+ r ,�( \ �� Southampton, NY 11968 REPLACED(IN PLACE) ``x(�j by/ Office: (631) 283-6360 Kx ,�� \ 1"i �\ SITE DATA: !�'x n � '�. SCTM#: 1000-66-3-1 Lot Area: 39,336.43 sf (or.90 acres) Zoning District: R-40 ^\; NOTES: S+WALKWAY r ./�`�/ �. 1. Base map information based on survey ��' �` �%• /3 prepared by Kenneth Woychuk on r� ✓ �. May 26, 2011;.. ly 2. This drawing is for the purpose of � o obtaining permits only. NOT FOR ' t ,` �'` CONSTRUCTION. \ 3. Unauthorized alteration of this plan is a n violation of NYS Education Law. EXISTING 4. Coverage SF of dwelling, screened porch, X(4'48 WOOD CATWALK pool house 8,shower, and covered lower „�y f deck provided by Kenneth M Woychuk Land PROPOSED 110•W.�r/� , Surveying, PLLC on a survey dated May 26, NON-TURF BUFFER 2011 revised on March 7, 2017. EXISTING FLOATING DOCK \� EXISTING WOOD/VINYL /1 ,t• BULKHEAD oc�neinAi� X• , .moi \• ARCHITECT: I DDeq_ i ` I — Meryl Kramer Fk�SnM40, ! Meryl Kramer Architect p°Ot 213 E. Front Street r po �Sr/NG ' l >` " Greenport, NY 11944 I• '901j.F ! ' APPROXIMATE' ( I ! QED ! Office: 631 477-8736 Ju EDGE OF SHORELINE ! , , i PERMITTING CONSULTANT: (14.4) 11 r r ? En-Consultants Robert Herrmann 1319 North Sea Road �-±143 S.F.OF EXISTING LOWER, �r ! r / Southampton, NY 11968 DECK TO BE REMOVED+ ` / Office: (631) 283-6360 REPLACED(IN PLACE) X t SITE DATA: i SCTM#: 1000-66-3-1 i`✓ Lot Area: 39,336.43 sf (or.90 acres) Zoning District: R-40 C-01) NOTES: D 1. Base map information based on survey ;SDS+ WALKWAY I`' \ prepared by Kenneth Woychuk on �k/ • ' May 26,201.1._ 2. This drawing is for the purpose of obtaining permits only. NOT FOR a CONSTRUCTION. 3. Unauthorized alteration of this plan is a violation of NYS Education Law. i1 EXISTING 4. Coverage SF of dwelling, screened porch, r `1(4. WOOD CATWALK pool house &shower, and covered lower deck provided by Kenneth M Woychuk`Land PROPOSED 10'W. Surveying, PLLC on a survey dated May 26, CE NON-TURF BUFFER�! i \\ " �/. 2011 revised on March 7, 2017. EXISTING FLOATING DOCK EXISTING WOOD/VINYL � BULKHEAD REVISIONS TIDAL WETLAND BOUNDARY AS DATE DESCRIPTION X DELINEATED BY EN-CONSULTANTS EROSION&WWWtONTROLSS r .\ Shall include brut not be limitAl W&, A well maint�lned Construction Ent+raK- �/ Wire Backed Silt Fencing, stabilization& APPROV L OFM1To n ode C t STORMWATER MANAGEMENT COf{TTRO �) . Seeding of exposed and/or inactive soils, \ (b) Date: Z� 36 / - DRAINAGE INSPECTIONS ARE REQUIRED approve by. Contact TOS Engineering at 765-1560 before s e a / Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. N t`Q��MRSM �� y - LEGEND � P PROPERTY LINE TEST HOLE DATA TIDAL WETLAND (TEST HOLE DUG BYK. WOYCHUKL.S. BOUNDARY ON AUGUST 2,2016) ® R DR BROWN � OL SANDY LOAM 0'4 APPROXIMATE EDGE OF SHORELINE TITLE: BROWN -- - PROPOSED STO R M WATE R 10' NON-TURF BUFFER SM SILTY SAND 3.3 PROJECT LIMITING FENCE MANAGEMENT ? PALE BROWN 100'SETBACK FROM CONTROL PLAN FINE """'�' TO TIDAL WETLAND BOUNDARY ' _ SW COARSE 12.8' - (5)— — —— EXISTING CONTOUR SAND 5 PROPOSED'CONTOUR 0 5 10 X (9.0) EXISTING ELEVATION +25.18 PROPOSED ELEVATION Scale 1"=10'-0" 2 ID w•T) PROPOSED,DRYWELL DRAWN BY: S.PAETZEL,RLA DATE:2017 08.16 S n/�r P NO WATER 17.0, (( REVISED• ,Y'�/. PD-11 PROPOSED DRYWELL �� SHEET OF 1 it ��pf SOpryo Town Hall Annex 411 Telephone(631)765-1802 54375 Main Road y y� ,ax(631)76 �95�2� P.O.Box 1179 • OQ roger.richert[ iOwn.sou o .ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��T1-I Date: Company Name: AIVO" Name:_ - - License No.: '3q691 _ p, Address: 13 0 Cc:rv�1E'fS o1ot Phone No.: &91 - r)(,S- y a JOBSITE INFORMATION: (*Indicates required information) *Name: 0-ST-ti CI�ivrVdA) *Address: is Ar2SIm/l0/119 Q yr A V6— roe *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: F2Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 96 (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *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 �;gg 0'\��® 82-Request for Inspection Form �'`� �f pF SOUjyol Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'O BUILDING DEPARTMENT TOWN OF SOUTHOLD July 11, 2018 Bextoren LLC &1 <,4ncQti LL-C C/O Jere Jacob 795 Inlet Lane Extension Greenport, New York 11944-2435 RE: 625 Arshamomaque Avenue, Southold TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. �\� um ers Soiaer�r[Irlca>:e ��"� _ �� I Ira P of L`n.,,ml7eeP [Tnwn Trustees#765-1892) V Vt "'v `yam I YFina�la�uiing Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 41943-Z Pool house Pontino, Susan From: meryl kramer <meryl@mkarchitect.com> Sent: Monday,June 10, 2019 1:30 PM To: Rachel Terry Cc: Christopher Powers; Pontino, Susan Subject: Re: Megabex C of O Rachel, Yes, of course you have my permission to pick up the C of O. Thanks so much for taking care of this! Meryl M E R Y L K R A M E R a r c h i t e c t 260 i-1 ORTO NS LANE POST OFFICE BOX 1608 SOUTHOLD , NY 1 1 971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m On Jun 10, 2019, at 1:26 PM, Rachel Terry<rache1@nfwoodworks.com>wrote: Good Afternoon Meryl, Hope you are well and had a great trip! I have finally dropped off the Board of health stamped survey to the building dept after receiving it from En Consultants this morning. This was the final piece to the C of O puzzle that we needed. @ Do you give me permission to pick up the C of O paperwork from the building department when ready and will mail hard copies to Kathleen/ Lista and email copies to your office?I have cc'ed Sue from Southold Town in this email and she asked if I would get your permission. Thanks! Rachel i Cu S.C.T.M.# DISTRICT: 1000 SECTION: 66 BLOCK: 3 LOT: 1 FFOLK COLIN MDEPARTIVENT OF HEALTH SERVICES APPIROVAL C7 CO",ST:-Z'!C #R10-17-0021 ASi; XT1:DWO.RK5r'FOR Cn S 1,E`F L Y P F-9 D F N C E A N D C\j ——_0_1 Lo A 0_1 CD ' 'A DatJTR 2 2 2019 H.S. Ref.No. 00,;2-1 r L "U, =D Tho sewz;'�d! mal and water!'UPPY fe-,c?1t1W-at ails locaton have bec I -7) 1�pgendes and found to sl�tzzfactoy FOR TQTAL�IVY,2�±UM OF BEDROOMS. t ?'o Craig Kneppor, P.E., Chief 00 ' 100' TIDAL WETLANDS 1_4r 0? LOT 8 14.3 N BOUNDARY SETBACK LINE BELG. BLK r _ ...... z 0 0 .00 MHW LINE t1x>1_ N 83020' 10" E 265 100p 00 Cl) (0 C) Lr) 8O1Ax5'DEEP DRYWELL C9 / 8'DLAx7'DEEPl l l l l DRYWELL POOL HOUSE O GRAVEL DRIVEWAY 8.2'x 12.4' 4' W0004RE FENCE COW SHOWER f :':':'•::'•'::i l l l 1 l l l l 8.2'x4.0' Z - .....*.*............... .......... ..... P, I - 56p L.P.0 .. .. ... e Q 11 1 III 1 lI! 11 III III III I ...... ... ..... ....... .... GAS ..... ...... C ................... ...... . ...... ......................11"%'*%'-* .. ... : . C"D ....................................... ................. W4Ttk_Ljjjjf .......... ............. 'lee ........................ ........................ .. ....... ........................ ........... .......... .0 .... ..... ..... ........... .......... .............. q... ................................ e .... ....... ............" 0 0 .............. ........I... t . ............. 82' 1 1 1 1 1lm . ......LOT 94? jj .............. 69.5' ...... ....... ... CQ .............. .............. ..... . ........C,V.." ........... ............ 55.5' ..... ................... .............. <) ................. .............. ....... .............. l ll lll ll ll lll ll .......... o .......... .......... .. LOT 10 0�b F:: 1 1 1 l l _4j ....... ...... C a, ....................... ........... 0 .............. ....... 5-6 BEDROOM .............. ..l:.::::': : ::? . .. ......... ... . ....... SANITARY SYSTEM .......% ..... . ................ ...... .. ............ ................ 1 l l 1 l l l 1,500 GAL S.T. 59' (2) B'DIAXB'DEEP L.P. 41' co...... ...... ....•.. C-4 ......... _j RA .. . . P, I. l......... srEp ...... ...... ........... ...... Z "10 OD 10' WIDE NON—TURF ` l \ l ` l l SroNt ;WV44K BUFFER oD F::.:::: ::.:• '.. 8'DAx7DEEP TONHW LINE TEPS DRYWELL M NC. IC! S 83020' 10" W 269.00 CN LOT 11 C) TIDAL WETLANDS BOUNDARY AS DELINEATED BY EN-CONSULTANTS JUNE 23, 2015 FIRM PANEL#36103CO158H THE WATER SUPPLY, WELLS, DRY*ELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS UPLAND LOT AREA: 38,940 S.F or 0.89 ACRES f AND OR DATA OBTAINED FROM OTHERS. AREA:39,336.43 SQ.FT. or 0.90 ACRES ELEVA77014 DATUM: USC&C UNAUTHORIZED ALIERA7101V OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC7101V 7209 OF THE NEW YORK STATE EDUCA7701V LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU7701V LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS777U710N, 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 70 MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7701V OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/O? "SURFACE S7RUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOTS 9 & 10 BLOCK 2 CERTIFIED TO: BEXSTOREN, LLC; MAP OF: BEIXEDON ESTATES FILED:MARCH 16, 1946 AS #1472 REVISED 03-25-19 SITUATED AT.SOUTHOLD REVISED 01 -31-19 TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 12-07-18 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design FINAL SURVEY 10-18-18 410,uoq P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE # 11 -41 SCALE:1"=20DATE: MAY 26, 2011Ai Ys. USE NO, 050882 m-Int,ining the records of Robert J. Hennessy & Kenneth X. Woychuk r S.C.T.M.# DISTRICT: 1000 SECTION: 66 BLOCK: 3 LOT: 1 #PRE-17-0228 IN V'0 ND DWELLINGS A W/PUBLIC WATER PROJECT LIMITING SILT FENCE 100' TIDAL WETLANDS PROPOSE LOT 8 EXISTING 150' POOLFENCEBOUNDARY SETBACK LINE DaRYWELL oR M LEACHING POOLS TO BE z WITH 3•W ALEXI"KWAY BRICK STEPS a POOL WASTE WATER ABANDONED AND BACKFILLED SELF-CLOSING BE REMOVED 9 Z o o9 " ^ �L ING %PROPOSED 40 L•F 30 LAF * OF WOOD RErAININ WALL 265.00 ' M H W LINE / r N 83020 10 E WITH CLEAN COURSE SAND. O 18'H STONE WALL TO BE RE i z o / T/ ERwc cd _ 16 140, q�� co. / U 16 1 18 44 O 20 i �� N 14 f N --+--12 111 7� PROPOSE 84 S.F. ON-GRADE j T REMAIN O w PROPOSE w V SANITARY i �� MASONRY waxwaY I 12.6 �} POOL EDP. C;.. .; '.;;:'� / m Q EXISTING BLUE STONE DRIVEWAY TO REMAIN POOL / \� �NG + w000 OUTDOORPROPOSED SHOWER 8' 10 i ATTACHE TO ::.:': ►/-f Q / SANITARY : R7 :: POOL HOUSE ':: _ :-••e. POOL E>nsnNO WOOD BE ::: PROPOSE 8'DWcrDEEP J -_� •:. TO BE ........................... DRYWELL / .....(V I WBS EDGE OF EXISTING 56 4, L.P. :::'CD�: O TO BE R LOWER DECK / GAS 2 �:: : : ::Q Z: :::.r.::. ��C/ l I�•� ` l ` l l ` ` l \ ..................... [ P'J ::::. :. :. ::::::::. ::::(9 J:Li i�-�/ :) •� POOEXISTING L HOUSE S.F. C: ::::j ' VACANT — q �':; ; _ �<' / 70 BE REMOVED l '• 1 ' �N EXISTING :: NO • 11. MASONRY :. r::iir:{ii rrir r:.i:::.: :::r:{r::r:{rr::rr::c i:i::'l':rr .0 1 AGRICULTURAL �. 8 WALKWAY ::::.:. ......::'::':: :•::::•::•:::•::•::•::..............._:........ OBE% `1y LOT 9 : : : : ' : �� -'' l l l l ^ l 1 1 1 150 I z \ :,Z t ::; :::::. :::::: ::::::::t::.: �o� T� ,' .2p Q � V a ,p. ::: , • 3 . a01 : O FX/ST/ ::j: �i` EXISTING 155 S.F. ::::'.y:::::::::::::. .: i •� / \ \ \ \ `7 \ \ \ \ \ \. N(, FQ ROOF OVER DECK :'::: v':::::::::::. .: Q Q `� g':::::: ::::::: O Z :. 70 BE REMOVE° ::::; Q................ \R O V ''Iij:: ::::::::: ... oma=::•::':::...: z l/N = M." �e F m o f � n/-:.::.::.:: 1sea s.F ff::':::•::::^�' t ::::::: 2 ::::. . ::::::.: LowER DECK .....................�. PROPOSE ,� v l ;•;:'(7� `A:: :. :::'q-: RAISED DECK I (12 AKES/FIA f': :: Cj4 :. : :::':::::::::::::.::::: :::. FOR / 0 22 LOT 10 O / N m :- 4 :k' ..... N.1 c,_ i :: INSPECTION :::.: :. . O CO :•l :::::::::::..... :C7::::::::::.: / :::' ::::: .::::..i 01-31-17 CQ \ \ \ \ \ 41 cZj ::L.P. 8 MIN ................ I l� ::':;�9.:: ::...7 / a PROP ED m .....rn.::::::::......: , :.; + o W S 5-6 DROOM o :��::::::::: :::: I I PROPOSED ; !.`_: .=.: : oI1 DECK LANDING 0 l 1 1 1 1 l l / 143 S.ft ON EXISTING . \ \ SANIT Y SYSTEM �(p � �— � ��'r:{•it:::•r:•r:•rrciri:•r:'ir:rr::•rr 'i:r:�:i•r:c:•r:•% PROPOSE � !� .E i``.. l -h:::: ::•::•: :::•:::::•::•:::•::::::: :-: ::-:::-:::':::•::: --0 S.F. I?/n �, LOWER D E IN BE CE) 1,500 GAL S.T. 8'MIN :: i ^ ::::::::'::::::::':::::......... .. ::: liI / ( / (2) 8' AX8'DEEP L.P. :. .P, _�/ _ E51,N �,� m O (STING MASON Y STEPS . •-.. m W ::' .. T E R B + W KWAY TO 1 l l Z 14'x 1 a' =�': scREENE PORCH I c�. - j. EL 22.0 cO W V . ..................................... EXISTING DECK \ O \ \ \ \ \ \ i:ii{:.:`'S:''rt:'i:'i' 'a:._ EXISTING SANITARY 8l:: _:: y 8 r� Lv Q o l 1.::. . 16 l ` ` l ` l ` l l 1 SYSTEM TO BE i f Nc ECK 14 12 O� ABANDONED AND BACKFILLED T�"R „ FO-8 Ma PROP S--D 0 ' ' I / PRKiPosE FO-8 . o DRY 0 8 :: '::::.:::� ` ELEV. 22.0 WITH CLEAN COURSE SAND. _ r �y _ i / / \PLATFORM . w 10 WIDE i l JT GRADE NON TURF : ::::.:: 1 1 DR BROWN ►w 8 woo0 STEPS 1 1 1 1 1 1 1 1 1 1 1 I I OL ANDY LOAM 0.9' B FFER !::: ::. :?' l l l l l l l ::: HW LINE / IXIST1�N GRADE F=z N i 1 / 20 66 Lj 6,S' J WALKWAY 1- , NC :i'%..'c;:::,i �L` / SM BROWN 3.3' / LliI SILTY SAND j S 8320' 10" W -i �---`� 269. 0' i dDOUPLE PROPOSEDSCLOSING ' �� S,•'1 OZ O J � vij\- 1 I�_, .-O SELF \ �' IJl1! -j"PDDL GATE LOT 11 6 BAMBOO SCREENING O TYPICAL SILT ( 7SECTIONSCREEN ^, PALE 88• F, GRAM8D7DEEP 0 ;II,;� t', BROWN GEOTEXILE FABRIC DRYWELL MWAr TIDAL WETLANDS CFINE 12.8' 11 SUPPORT POSTS BOUNDARY AS DELINEATED ��'``� {�'1' SW TO WOOD OR METAL DWELLINGS Y EN—CONSULTANTS COARSE FLOW DIRECTION W/PUBLIC WATER DRAINAGE CALCULATIONS: ONE 3, SAND1 EXCAVATED AND 150' iSY DPuiMENT l <HEALTH SER,ICE C.U BACKFILLED TRENCH `� � t j�� F^ „ 7 I ^"P� °a;"6t7� r'I " RECEIVED A HOUSE, COVERED SCREENED PORCHES:=3739 S �ti I �O^ � � ��:�,Il'FO��A�, R01,°1�._�sI- a0: � 1 •'36„, 3738 x 0.166=620.50 < 621cf REQUIRED fNi� EXISTING GROUND , O K.,G {{C� ,,,,,i,¢ _l;: (2) 8 DIA x 7' DEEP DRYWELL=620cf PROW E{) n a ) 1J � � Cj B) POOL HOUSE & COVERED DECK= 224 _••, �'1,�•...:. „In' U-1�J�-�;(,.•^ � C� � � MAR 17 207 NO WATER 17' I H AUG. 2, 2016; USF.CO.HEALTH SERVICES224 x 0.166=37.18 < 38cfI MAY 1 201 OFFICE OF WASTEWATER GT. K.WOYCHUK L.S.(1) 8DIA x DEEP DRYWELL= 44cf PROVID_ .w...... .. --{ 4• z MINIMUM C) SWIMMING POOL SHALL BE EQUIPPED WITH A PUMP—OUT FOR WASTE WATER TO 8'DIAx4' DEEP DRYWELL. W M -�n•r FIRM PANEL#36103CO158H ° ;OVA? THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL """""��„ � LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS TOWN OF SOUTHOLD TOWN OF SOUTHOLD UPLAND LOT AREA: 38,940 S.F or 0.89 ACRES t AND OR DATA OBTAINED FROM OTHERS EXISTING LOT COVERAGE CALCULATION: PROPOSED LOT COVERAGE CALCULATION: AREA:39,336.43 SQ.FT. or 0.90 ACRES ELEVATION USC&G DATUM: —_--- UNAUTHORIZED ALTERATION OR ADDI7ION TO THIS SURVEY IS A VIOLA710M OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY (UPLAND LOT AREA/BUILDABLE LAND: 38,940 S.F) (UPLAND LOT AREA/BUILDABLE LAND: 38,940 S.F) MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TURON, GUARANTEES ARE NOT TRANSFERABLE. DWELLING: 3,490 S.F. DWELLING: 3,490 S.F. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE SWIMMING POOL: 841 S.F. SWIMMING POOL: 841 S.F. NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDI7IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS POOL HOUSE: 103 S.F. FRONT PORCH: 321 S.F. AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY FRONT PORCH: 321 S.F. UNCOVERED LOWER DECK: 1 126 S.F. SURVEY OF: LOTS 9 & 10 BLOCK 2 CERTIFIED TO: BEXSTOREN, LLC; REAR DECKS: 2,774 S.F. COVERED LOWER DECK: 128 S.F. MAP OF: BEIXEDON ESTATES UPPER DECK: 910 S.F. FILED:MARCH 16, 1946 AS #1472 TOTAL EXISTING COVERAGE: 7529 S.F or 19.33% POOL HOUSE & SHOWER: 128 S.F. SITUATED AT:SOUTHOLD LANDING: 144 S.F. REVISED 03-07-17 SCREENED PORCH: 224 S.F. REVISED 01 -16-17 TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design PROPOSED TOTAL LOT COVERAGE: 7312 S.F or 18.78% REVISED 01 -07-17 4-Xr p P.O. Box 153 Aquebogue, New York 11931 REVISED 09-01 -16 FILE # 11 -41 SCALE:1 "-20' DATE: MAY 26, 2011 PHONE (631)298-1588cordsfRobe FAX (6y Kenneth 8 N. LISC. N0. 050882 maintaining the records of Robert J. Hennessy /Ic Kenneth K. lfoychnk WA _ VED S NOTED �, 7I ',�✓ tvs'I- ' GENERAL NOTES: FOUNDATION NOTES: DRAWING ISSUE DATES DAE P.# � C�_ :. I s;�� CrJDES O - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 - -- NEW Yui 1C S i 1%1 E V TOWN CO E FER": 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUIGHT TO CLIENT DESIGN MEETING 7/13/16 A,a RECUIREIC I� , iii N � ULTIMATE ICE SHIELD UNDERLAYMENT THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. ENGINEER MARKUP 11/21/16 NO1G ,,:': PARTMEN T AT OUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS ACCORDANCE WITH THE NEW YORK STATE UNIFORM SCDHS PLANS 11/30/16 765-1802 8 AM TO 4 PM FOR THE �jT��f i I��"�ZgA BUILDING CODE,AND THE NEW YORK STATE ENERGY 1- ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. CLIENT REVIEW 5/25/17 FOLLOWING INS?ECTIONS: �" � CONSERVATION CODE,AND LOCAL AUTHORITIES. ISSUE TO MPLA 5/28/17 - •^ - !V� �RO 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 1. FOUNDATION -"TWO REQUIRED -- -" I'�u' 2-ALL REBAR ASTM A-615 GRADE 60. Pricing&Permit 8/8/17 FOR POURED CONCRETE N , 7,13 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 3-FOOTINGS ARE TO BEINSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE 2. ROUGH - FRAMING & PLUMBING � VERIFIED BY CONTRACTOR(S)PRIOR TO START OF INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. 3. INSULATION �: �....�w I''V� ..,°J 4. FINAL - CONSTRUCTICN MUST CONSTRUCTION AND ORDERING OF MATERIALS. THIS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 10" FOUNDATION HAS BEEN DESIGNED FOR A SOIL CONSTRUCTION SHAL BELOW THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH ALL BE COMPLETE FOR C.O. MEET THE BEARING CAPACITY OF TWO(2)TSF AND GRADES WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT REQUIREMENTS OF F NEW GIRDER AS SPECIFIED 4V THESE CONDITIONS ARE MET. ALL FILL BENEATH 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. YORK STATE. ' FOR CONCRETE SLABS TO BE COMPACTED TO 95% DESIGN OR CO " !G RS. RELATIVE DENSITY. 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS BLOCKING PER SfTE DATA RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. MANUFACTURES SPEC. SCTM# 1000.66.03.01 JOIST AS SPECIFIED 3. PROVIDE FLASHING AT ALL ROOF BREAKS, 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING METAL HANGER PER .L 625 Arshamomaque Avenue CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL. PRIOPERTY ADDRESS MANUFACTURES SPEC. (1)CS18 METAL Southold NY 11971 AND DECKS ETC.. STRAP PER STUD w/ 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. �'�F'�ED ' (1)CS 18 METAL STRAP PER ; (8)8D COMMON 4. DO NOT SCALE DRAWINGS. (�� F ZONING R40 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MINIMUM. �p C' I .^`��ij �/ STUD w/(8)8D COMMON NAILS PER END .A a.�U a•11 !"AI AR C 1 OR NAILS PER 12"END LENGTH 5. DESIGN CONSULTANTS OR RECORD ARCHITECT 10 FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. *Tr Tical Joist Hanger ry BUILDING HEIGHT ALLOWABLE- 35 FEET ENGINEER ARE NOT RESPONSIBLE FOR THE t! It- ""I~ +a�-t NUt0+ roC le i'1 E IS UNLAWFUL �, INSPECTION,SUPERVISION,OR ADMINISTRATION OF 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY COMPACTED IN 6" � � Fi.� • `,,FENT n �a ITH®l�T CERTIFICATE THIS CONSTRUCTION PROJECT. FEDERAL, STATE LIFTS TO 95%OF MAXIMUM DRY DENSITY. A �248OZ ON!_i_ �-j u� eiF014E ^^UP.'t!cy AND LOCAL ZONING AND BUILDING CODE COMPLIANCE '9j, AA GE,q-I�►i-iCiATE OF Ori+ ANCHOR BOLTS SHALL BE THE RESPONSIBILITY OF THE 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH OF N � S��o�RUSION11- rr_>17 OF OCCUPANCY � �a� CONTRACTOR. REBAR DOWELS. SUPPLY S' ''( ; RAFTER - 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO SUGGESTED UNDERPINNING PROCEDURES: EXCEEL)2/ FACILITATE CONSTRUCTION AND SHALL NOT BE A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. (1)SIMPSON H2A STRAP PER CONSTRUED AS A CONTRACT BETWEEN BUILDER AND w� RAFTER w/(12)8d COMMON NAILS MASONRY WALL OWNER. B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. ING WALL PLATES 7. THIS STRUCTURE HAS BEEN DESIGNED IN INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. P�'UMB WASTE ACCORDANCE WITH THE NEW YORK STATE ENERGY Drawing Legend: ALL PLUMBING STUD WALL CONSERVATION CODE. C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF'THE &WATER LINESCNOE�EERING AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS : _ _ _ _ _ _ : Wall To Be Removed TESTING BEFORE 8. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY. Wall To Remain ANCHOR BOLT Rafter/Plate/Stud Connection 4'0.C.(TYPICAL) D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS. E)INSTALL A KEY WAY New Wall 2 I �a 12"FROM CORNERS First Floor & Sill Anchors BETWEEN SECTIONS.ALLOW 7 DAYS CURING. Not To Scale 7 New Foundation Wall I Not To Scale F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. e , -------- Lines Above TRUSS PLACARDIN a REaJl9ED G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE ------------ Lines Below MOVEMENT AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED., - Guidelines L- JA. 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL.FOR ----- -•- Fence t)�" %..�re"yft s�•.a�i "'v_ Nail Sizes. THREE FEET FROM NEW WALL. Joint Description common nails UI.O.N, Nail Spacing 101 Door Tag WALL STUD 6 Header & Post Tie Downs ROOF FRAMING VERTICAL RE-BAR IN POURED CONCRETE FOUNDATION AS FOLLOWS: 8'-0"H.FDTN.WALL- #5 REBAR @ 48"O.C. Not To Scale Rafter to Top Plate(Toe-nailed) 3-8d per rafter 9'-0"H.FDTN.WALL-#5 REBAR @ 48"O.C. O Ceiling Joist to Top Plate(Toe-nailed) 3-8d perjoist 10'-0"H.FDTN.WALL-#6 REBAR @ 48"O.C. 101 Window Tag A11 *!! �±� Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap ..1 14-24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED ins tl '-CcdC.- Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap Section X, FLOOR JOIST repaired Cie"a conform Collar Tie Rafter(Face-nailed) 2-8d per tie FRAMING NOTES: Sheet A XXX Blocking too Rafter(Toe-nailed) 2-8d each end to mpmr W4 Rim Board to Rafter(End-nailed) 2-16d each end /x� THE CONTRACTOR IS TOVERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO Detail Tag cf the To-.-,Fn W2 WALL FRAMING THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot 3 2 3 3 2 3 Top Plates at Intersections Face-nailed 4-16d WOOD FRAMING x ( ) joints each side Elevation Tag WALL STUD Stud to Stud(Face-nailed) 2-16d 24"o.c. 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: Header to Header(Face-nailed) 16d 16"o.c.along edges FB=900 PSI (1)CS18 METAL LIGHT WOOD-FRAME WALL FV=180 PSI Interior Elevation Ta STRAP PER STUD Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud FC PERP=625 PSI x xxx x g w/(8)8D COMMON NAILS PER END 2-16d per 2x6 stud E=1,600,000 PSI x 2-16d per 2x8 stud PLYWOOD OPENINGS PROTECTION;THICKNESS 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: 2 1 2 2 1 2 Bottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking 2-16d 1'2 per foot DEPENDS ON WINDOW OPENING FB=2,900 PSI 3 Stud Straps @ Second Floor Box (Face nailed) WIDTH(I) FV=290 PSI 0 PSI Not To Scale FLOOR FRAMING EC 2 ,000,RP=000 PSI Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist NOTE: IN LIEU OF SCREWS,LUGS 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Bridging to Joist(Toe-nailed) 2-8d each end FB=2,800 PSI WITH NUTS AND WASHERS MAY Blocking to Joist(Toe-nailed) 2-8d each end BE USED FV=290 PSI CS18 METAL STRAPS 3 2 3 3 2 3 Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block FC PERP=740 PSI w/(8)8D COMMON Ledger Strip to Beam(Face-nailed) 3-16d each joist E=2,100,000 PSI M E R Y L K R A M E R NAILS PER 12"END Joist on Ledger to Beam Toe-nailed 3-8d SEE Gable Roof Plan:10 to 45 degrees g ( ) per joist DETAIL a r c h i t e c t LENGTH g j A 4.ALL ANTHONY POWER BEAM(APB)IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Band Joist to Joist(End nailed) 3-16d perjoist Flo=3,000 PSI RAFTER Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot Fv=300 PSI BLOCKING ROOF SHEATHING Fc PERP=805 PSI E=2,100,000 PSI 213 E . FRONT STREET RIDGE BEAM Structural Panels 8d SEE NAILING SCHEDULE 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM POST OFFICE BOX 6 8 3 3 2 2 3 SPECIFICATIONS: Diagonal Board Sheathing FB=975 PSI G R E E N P O R T, N Y 1 1 9 4 4 1"x 6"or 1"x 8" 2-8d per support FRAMI G FV=175 PSI 1"x 10"or wider 3-8d per support FC PERP=565 PSI 6 3 1 - 4 7 7 - 8 7 3 6 4 Rafter Straps 3"No.8 SCREWS 12"O.C. E=1,600,000 PSI m k a r c h i t e c t c o m Not To Scale CEILING SHEATHING 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN - 2 1 1 2 Gypsum Wallboard 5d 7"edge/10"field WASHER(TYP.) ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED WALLSHEATHING 1/2"PLYWOOD CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL Structural Panels 8d (see table 3.9) CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. Fiberboard Panels GLASS 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING SIMPSON DTT2Z 7/16" 6d 3"edge/6"field OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12" O.C. w/ 1/2"0 GALV.THREADED ROD 3 2 2 3 25/32" 8d 3"edge/6"field FIELD). ■ w/NUTS AND WASHERS 7"edge/10"field PLASTIC-COATED 9.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL BE NAILED WITH 101) Cannon Residence (INSTALL AT EVERY OTHER DECK JOIST) Gypsum Wallboard 5d PERMANENT WOOD SCREW Hardboard 8d (see table 3.9) ANCHORS COMMON NAILS 3"O.C.EDGES AND 12"O.C. FIELD. Gable Roof Plan:0 to 10 degrees GLASS 625 Arshamomaque Avenue Particleboard Panels 8d (see table 3.9) 10.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. 625 Ar Southold, NY Diagonal Board Sheathing 1/2"PLYWOOD 1"x 6"or 1"x 8" 2-8d per support FRAMIN 11.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. ROOF SHEATHING NAILING SCHEDULE 1"x 10"or wider 3-8d per support 12.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. Zone 1 Zone 2 Zone 3 FLOOR SHEA ING 13.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OTHERWISE. Structural Panels WASHER(TYP.) FIELD 12"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field 14.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR 316 greater than 1" 10d 6"edge/6"field STAINLESS STEEL. • EDGE 3"O.C. 3"O.C. 3"O.C. Diagonal Board Sheathing �-3-1 No.8 SCREWS 12"O.C. 15.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. FLOOR 1"x 6"or 1"x 8" 2-8d per support DETAIL A-TYPICAL ATTACHMENT OF JOISTS DECK JOISTS ALL 1/2"EXTERIOR PLYWOOD WALL SHEATHING TO BE SECURED WITH 8D COMMON 1"x 10"or wider I 3-8d per support PLYWOOD OPENINGS PROTECTION TO STEEL COVER SHEET NAILS-2 1/2"X 10 1/2"GA.,PATTERN AS INDICATED ABOVE 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed WOOD-FRAME BUILDING FOUNDATION 3 on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 1. ALL STEEL IS TO BE ASTM SPECIFICATION A 36 OR FRAMED FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. All Drawings Printed on 11x17 WALL SCHEDULE FOR STRUCTURAL MEMBERS%NEW YORK STATE CODE BOOK. ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION 2• ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOODPaper Scale is 50%Scale Above FRAMED BUILDINGS to be reduced to 1-16d nail per foot. 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE 5 Typical Deck Lateral Load Connections Simplified Roof Sheathing Nailing Schedule PLANS. Not To Scale g 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN Not To Scale SUPPORTS. A-000 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC STANDARDS. 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. @ 2017 Meryl Kramer Architect All Rights Reserved 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. DOOR SCHEDULE Issue Date: Set: NOMINAL SIZE OPENINGS 9/28/16 Schematic Design 10/27/16 Shower&Trellis NO. MANUFACTURER MODEL NO. TYPE WIDTH HEIGHT RO Width I RO Hei ht Thickness FINISH HARDWARE REMARKS 11/21/16 Engineer Markup 8/8/17 Pricing&Permit 1 SIMPSON 37015 Pocket Simple 416" 710" MAHOGANY POCKET 2 BY CONTRACTOR Swing Simple 2'6" 710" CEDAR SHINGLE OFFSET HINGES w CUSTOM OIL RUBBED BRONZE HANDL JIB DOOR 3 BY CONTRACTOR Swing Simple 214" 710" CEDAR V-GROOVE SOSS HINGES JIB DOOR W11NDOWSCHEDULE NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO WIDTH RO HEIGHT HARDWARE GLASS & REMARKS DIVISION A 3 ANDERSEN (A SERIES) AAN 3818 Awning (Ext)-Sandtone (IntyMahogany 318" 1'10" Traditional-Oil Rubbed Bronze SEE ELVS. TruScene D B 2 ANDERSEN (A SERIES) AAN 2818 Awning (Ext)-Sandtone (Int}Mahogany 218" 1'10" Traditional-Oil Rubbed Bronze TruScene w�` �YL KR C 1 ANDERSEN (A SERIES) AAN 1814 Fixed Glass (Ext)-Sandtone (Int}Mahogany 11 8" 214" TruScene � �: �� TA 21302 OF N E N CEDAR LATTICE ROOF CEDAR LAP SIDING = — �— — — — Wall To Be Removed _- B 0 GRIDER Wall To Remain New Wall a. I h I I OPENING TO TO ALIGN w/T.O.WINDOW CASING s I t r ,I'_ };i„1 i !� t 1. l. .. I l I I ;. OPEN AWNING WINDOWS I I I , , i New Foundation Wall 1 r I I OUTDOOR SHOWER A A A B \ B \ N F d a ! t I CEDAR SHINGLE JIB DOOR / \ / \ / \ i I \,\ TO MATCH WALLS ------------ Lines Above I,I CEDAR SHINGLE SIDING Lines Below I '� ,t .# I' •}; A. ,.f1.�1, i I P it I I I' I I'I I i 'i i l 1 1 I IPE WALL CA � I Guidelines , I 2 I i I C1) ) / TO ALIGN w WINDOW SILL li I i I 1. r II I Fence Yr �, I l f I I k i I f t I I G I' Doo r Ta I III I II „" >• ;�� € r} rl ' 'i I I I,II , II , i � I `IPOOLTERRACE ( — _POOL TERRACE_ I O i , I � 101 Window Tag Section X, ---------- � Sheet A-XXX RETAINING WALL / � � Detail Tag GRADE GRADE 3 Front Elevation 4 �Rht Elevation Left Elevation_ Elevation Tag Scale: 1/4" = 1'-0" Scale: 1/4 - 1 -0 Scale: 1/4" = 1'-W Back Elevation Scale: 1/4" = 1'-0" x xxx x Interior Elevation Tag 2 X PH-2 16'-2" ot BATH 3 2" 3 1/2" 3 1/2" 3 1 2" CHANGING ROOM/ 4"x7"CLEAR CEDAR FLAT CEILING / 31-811 7-8 31-811 STORAGE RIDGE BEAM M E R Y L K RA M E R CEDAR T&G V-GROOVE CATHEDRAL CEILING 60 MIL EPDM ROOFING SYSTEM RIP TO SIZE CEILING &WALLS CEDAR T&G V-GROOVE SEE DTL. (1/PH-2) -OA — CEILING &WALLS I � � 213 EAST FRONT STREET — SHAMPOO _�______________� �______ _____ __- 2"x7"CLEAR CEDAR --- � POST OFFICE BOX 683 PERGOLA RAFTERS (TYP.) I _ _ �l 1 =_ _____________� �__-___ - --- _-- SEEDTL.(I/PH-2) `. = cv --- RIP TO SIZE - _ GREENP0RT, NY 1 1944 1 OUTDOOR 2"x5 1/2"CLEAR CEDAR SLEEPERS - - 12 I -12 - � --- ; � � --- _ 6 3 1 4 7 7 - 8 7 3 6 A500 r' 1 r• m SHOWER I =p PH-2 PROVIDE CUSTOM S.S. BRACKETS _-_ _=:9 I ( -___ I _ ____ ' � — Q I PH•9 I O 3 T I_— ——— LLJ x n. IJ -4 m k a r c h i t e c t c M . 2 ! °D SLOPE - _. L .i Z N ¢ I I SLOPE --- � _-- � - L _ o m _ - - — .._:«,'^*:- .,.-.. .^-Y_. - 'rte-"r'L,_-%' .:;.•+' '-=R � 3E PH-3 4x4 ACQ POST '- ___________ NEW 2x8 R.R. EW 2x8R.R _------ @ 16" @16"O.C. 2 =�_________ �- _ - { -- - - -- - ---- I I --- - ---- -- - -� —— ———————————— ———————————— —2"1 II 1 2x7 CLEAR CEDAR � I I' w PERGOLA RAFTERS /i \\ -------_ / \ / I I .� h. PERGOLA GIRDER BELOW II I V I , i annon i _ / \ {� vv ------ /I II ��CY g 0 0 / 11 I II \ \ I I / COVERED PORCH . I __ ___ / 11 \ -_= 6x6 AC POST BELOW 1 Arsha moms ue Ave. / \ A 3x8 CLEAR CEDAR Q q _ _ Southold, NY TRELLIA ABOVE \ \ ,may PERGOLA HIP RAFTERS - // II jj I �I II\\\\ � ,I ,�, I'' I I I I Z / / \ , II I i I ' l NEW 5 1 2 x 9 1 2 A.P.B. HEADER I i , s I I I I I I i -- - - - - - - I I I I I I I I \ I U � � L I � V � � V V J i :::-::: ••r 6x6 ACQ POST DN WRAPPED IN CEDAR Pool House Plans & Elevations SCALE;As Noted T POOLTERRACE SWIMMING PH - 1 7 Pers ective 1 First Floor Plan 2 Roof Plan © 2017 Meryl Kramer Architect Scale: 1/4" = 1'-0" Scale: _ 4" = 1'-0" All Rights Resorvod 4"x7"CLEAR CEDAR RIDGE BEAM w/TAPERED TOP Issue Date: Set: HEADLOCK SCREW @ 12"O.C.STAGGERED EACH SIDE 2" EMBEDMENT INTO RIDGE BEAM 9/28/16 Schematic Design COUNTERSINK& PLUG 10/27/16 Shower&Lath 11/21/16 Engineer Markups 2"x7"CLEAR CEDAR 4"x10"CLEAR CEDAR RIDGE BEAM 6/28/17 For MPLA PERGOLA RAFTER A 1"x 11/2"CLEAR CEDAR LATH @ 5"O.C. CLEAR CEDAR SLEEPER RAFTERS 2"x4"CLEAR CEDAR SLEEPER RAFTER 2"x7"CLEAR CEDAR PERGOLA/SLEEPER RAFTER RIP TO SIZE EPDM ROOFING CUSTOM S.S.BRACKET STRUCTURAL RIDGE THRU BOLT RAFTER w/EPDM FLASHING 3/4" PLYWOOD ROOF SHEATHING 2x8 ROOF RAFTERS EPDM ROOFING �- @ 16"O.C. ERE w/ LSSU28 SLOPABLE HANGERS @ RIDGE CLEAR CEDAR FASCIA '^ 5/4 BLOCKING -A > ----------- ------------------------------- -gam - ---------- ------------------------------------- --2x8 ROOF RAFTERS @ 16"O.C. �?q 302 1x6 CEDAR o ROOF EDGE FLASHING __.__......_.....--......-.-..--..-..-.._...-.-.__...--.....-...-...._.-.._.-.._...... .. V GROOVE CEILING&WALLS x, CEDAR SHINGLE SIDING DmwingLegend: s - - -_-_- f -.__.._..-_....._. , Wall To Remain New Wall INew Foundation Wall �^ --_--___ Lines Above I _ __ -- - -- \ I — ------ Lines Below — Guidelines I — — — — Fence --------- ----- - I 101 Door Tag I - — — - -- I UTTER ios Window Tag Section X, GUTTER / \ / �Azzx-�►— —� _ 1x FASCIA BOARD Sheet A XXX 1x FASCIA BOARD \ / \ / � \ F