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Home My WebLink About44482-Z oo�054 f Fl Town of Southold 6/6/2021 a P.O.Box 1179 o ` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42059 Date: 6/6/2021 THIS CERTIFIES that the building POOL HOUSE Location of Property: 4000 Great Peconic Bay Blvd.,Laurel SCTM#: 473889 Sec/Block/Lot: 128.-6-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/22/2019 pursuant to which Building Permit No. 44482 dated 12/5/2019 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 pool house with covered entry,trellis, outdoor shower,wet bar(no-cooking)and half bath as applied for. The certificate is issued to 4000 GPBB LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0055 8/3/2020 ELECTRICAL CERTIFICATE NO. 44482 5/12/2021 PLUMBERS CERTIFICATION DATED 4/15/2021 K i empe lumbing eat. A hor eA S gnature �o�svFFol, TOWN OF SOUTHOLD �coG a� y 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#: 44482 Date: 12/5/2019 Permission is hereby granted to: 4000 GPBB LLC 220 Riverside Blvd Apt 45A New York, NY 10069 To: construct a pool house as applied for per SCHD approval and Trustee and DEC NJ letters. At premises located at: 4000 Great Peconic Bay Blvd., Laurel SCTM # 473889 Sec/Block/Lot# 128.-6-2 Pursuant to application dated 11/22/2019 and approved by the Building Inspector. To expire on 12/4/2020. Fees: $240.00 C C SO Y B IN $50.00 T tal: $290.00 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 ofproperty 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"preexisting"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 I. 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. September 16, 2019 .New Construction: X Old or Pre-existing Building; (check one) Location of Property: 4000 Peconic Bay Blvd Laurel House No. Street Hamlet Owner or Owners of property: 4000 GPBB, LLC Suffolk County Tax Map No 1000,Section 128 Block 06 Lot 02 Subdivision Filed Map. Lot: Permit'No.-_4q Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: S AAp 4t Siguature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at 2 D -gf Cid GIyn LIS14 (Print property owner's name) (Mailing Address) do hereby authorize n � 1 maw (Agent) to apply on my behalf to the Southold Building Department. /2-6 (Owner's Signature) tDatef Sc.«.t..iv...a V<—k 0,1P�,,�+ 4- (Print Owner's Name) nc A U1 so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviin(a)-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To* 4000 GPBB LLC Address: 4000 Great Peconic Bay Blvd city:Laurel st: NY zip: 11948 Building Permit# 44482 Section 128 Block 6 Lot 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement Seance Commerical Outdoor X 1st Floor X Pool House X New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 8 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water 30A GFCI Recpt 7 Wall Fixtures 13 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO2 Detectors Sub Panel 50A A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transformer UG Lights 4' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 14 4'LED Exit Fixtures Pump Other Equipment 50A Sub Panel 12 Circuit- 11 Used Notes, AS BUILT NO VISUAL DEFECTS " New Pool House Did Not See Rough Inspector Signature: Date: May 12, 2021 S Devlin-Cert Electrical Compliance Form.xls Q soUry.: _. Town Hall Annex Telephone(631)765-1802 54375 Main Road r Fax(631)765-9502 P.O.Box 1179 , Southold,NY 11971-0959 -_ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATI-O-N Date: _ 1.S ?�0-)4 Building Permit No.JJ Owner: - ` (Please print) - - - Plumber _9CAD NJ lt-moq- (Plea46 print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumber Sign -- Sworn to before me this �s day of 20 1- 3 MAY 2 4 2021 Notary Public, - — - - _ I--- .--colinty BARBARA H.TANDY Notary Pubtic,state Of New York No. 01 TA6088001 Qualified in Suffalk.Eounty Commission Expires Q1,113/20 R„3 * #rsf s 0 TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND ° [ : ] ,INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL `[ '] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [= ]• ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: .6) (04� "�-akA "AAO-v- DATE ?� INSPECTOR �ozorsf SOblyo`o # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm ' 765-1802 --INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCIA_U_L,KING [ ] FRAMING /STRAPPING [ FINAL-�Vl [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: lCi ' DATE q -AINSPECTOR `'; ao �o�aOP SOGIyO� Ll qq & 2 L, o � � r lam✓+ # # TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 --INSPECTION [ ] FOUNDATION 1 ST- " [ ] ROUGH PL13G. [ ] -FOUNDATION 2ND, [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRESAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) KA ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: N[ G oA r2oolohau �e DATE INSPECTOR �` S A M U E L S & S T E E L M A N per' L5 [D" 7 June 23, 2020 J U L - 6 2020 EM Southold Town Building Department BUII. G 01✓D P.O Box 1179 Southold, NY 11971 Re: Mehta Pool House. —4000 GPBB, LLC 4000 Peconic Bay Blvd. Laurel, NY SUM#128-06-02 BP#44482 Dear Building Official, I am administering the construction of the above referenced project, and have inspected the foundation, and hereby certify that it meets the requirements of the Building Code and the Construction Documents approved by the Town. The structure is hereby approved for framing. Zyou, a , Samu and Steelman Architects �EOF NF0/Y S �s 07 3- D BRED ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 FIELD INSPECTION REPORT -DATE COMMENTS }d FOUNDATION (IST) y -------------------------------------- FOUNDATION (2ND) z 0 0 Nnv%vt • 0 y ROUGH FRAMING& PLUMBING (� f r INSULATION PER N.Y. y STATE ENERGY CODE T FINAL ADDITIONAI,COMMENTS Af �• z rn (omor4ks,vP 01, .v, � y ` x • � e 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 l Survey SoutholdTown.NorthFork.net PERMITO. N Check Septic Form N.Y.S.D.E,C, Trustees 3 Flood Permit Examined -'20 / Storm-Water Assessment Form Contact: Samuels &Steelman Architects Approved J 20J Mail to:25235 Main Road Disapproved a/c utc ogue, NY 11935 z "1 ,' Phone: 631 734-6405 •- Expiration 20 ` B nspecto APPLICATION FOR BUILDING PE Date September 16, 20 19 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certiftcate 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 herein described.The applicant agrees to comply with all applicable laws, ordinances, building code,housi code, and a ulations,and to admit authorized inspectors on premises and in building for necessary inspections. ( 'grnR f applicant or name,if a corporation) /5235 Moad Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises 4000GPBB, LLC (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 workwill.be.done:__-_.__�v...•_ ._�,��._„_._...� 4000 Peconic Bay Blvd. House Number Street ;;fa; '� ' t.!i � :j ` i;';;;. t,tfn `, ,13a"rril�t ti County Tax Map No. 1000 Section` 128 ``};C�4 Block d* - ? Lot 02 Subdivision ---- ``”"�" "`�"F�il'ed`ltp' o: ---- + Lot ---- , 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE & GARAGE b. Intended use and occupancy Same with Pool House 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition O (Description) 4. Estimated Cost ---- Fee --- (To be paid on filing this application) 5. If dwelling,number of dwelling units one Number of dwelling,ipits on each floor ----- If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. - --- 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 24'-4° , Rear 24'-4° Depth 16' Height 14' Number of Stories 1 9. Size of lot: Front 112.87' Rear 112.04' Depth 551.64' 10. Date of Purchase 2018 Name of Former Owner Kelsey 1 l. Zone or use district in which premises are situated R 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO X 14. Names of Owner of premises,4000GPBB,I IG Addres5220 Riverside Dr. NYC phone No. 917 846-6250 Name of Architect Nancy Steelman Addres525235 Main Road.Cutchoaue Phone No 631 734 6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED, (see attached) 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) Suffolk SS: COUNTY OF_� Nancy Steelman being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (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 LAUREN M MCKISSICK /7 day of rco aW- NOTARY-PUBLIC-STATE OF NEW YORK Notary Public fi'0i M Signa . ofApplic ' Qual ed Suffolk County My Commission Expires May 23, 2020 Q17 Glenn Goldsmith,President Town Hall Annex Michael J.Domino,Vice-President 54375 Route 25 % P.O.Box 1179 "4 John M.Bredemeyer III ZSouthold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES July 16, 2020 TOWN OF SOUTHOLD Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Attn: Nancy Steelman RE: 4000 GPBB, LLC 4000 GREAT PECONIC BAY BLVD., LAUREL SCTM#: 1000-128-6-2 Dear Ms. Steelman: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 15, 2020: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9490 to construct a 1220sq.ft. stone pool terrace in lieu of the originally permitted 1315sq.ft. terrace; construct a 350sq.ft. poolhouse with 32sq.ft. covered entry and 10'x16' attached trellis; construct a 226sq. ft. terrace with stairs at east side of house, in lieu of the originally proposed 658sq.ft. terrace and stepping stones on grade adjacent to dwelling; and as depicted on the site plan prepared by Samuels & Steelman Architects last dated January 22, 2020, and stamped approved on July 15, 2020. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmit_�X President, Board of Trustees GG/dd Glenn Goldsmith,President �OF SQUly Town Hall Annex A.Nicholas Krupski,Vice President ,`O l0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III ( lL Southold,New York 11971 Michael J.Domino G Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1819C Date: May 26,2021 THIS CERTIFIES that the existing3292sq.ft.two-story dwelling with screened porch;remove and replace existing windows and doors; remove existing240sq.ft. entry deck;construct new dormer additions on south roof-remove existing dormer and replace with 596sq.ft.dormer,on north roof-new 200sq.ft.dormer addition;new 68sq.ft.entry porch;remove existing 850sq.ftavel parking area and, curbing;remove seven existingtrees,ees,plant f 18 new evergreen trees;remove existing stepping_stones. from porch to stair U bank;construct a 226sq.ft.terrace with stairs at east side of house;construct a 350sq.ft. poolhouse with 32sq.ft.covered entry and 10'x16' attached trellis;new 250sq.ft. stone walkway to entry;new 20'x40' gunite swimming pool,construct a 1220sq.ft. stone pool ten-ace,•new 4'high pool enclosure fencin .andag tes(280 linear feet),new 4'high-gate at existing stair at bank;and for the two(2 (existing A/C condensing units; At 4000 Great Peconic Bay Blvd.,Laurel Suffolk County Tax Map#1000-128-6-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 16,2019 pursuant to which Trustees Wetland Permit 49490 Dated June 19,2019,was issued and Amended on July 15,2020 and conforms to all of therequirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 3,292sq.ft.two-story dwelling with screened porch;remove and replace existing windows and doors;remove existing 240sq.ft. entry deck, construct new dormer additions•on south roof-remove existing dormer and replace with 596sq.ft.dormer, on north roof-new 200sq.ft.dormer addition, new 68sq.ft.entryporch-,remove existing850sq.ft. gravel parking area and curbing;remove seven existing trees;plant±18 new-evergreen trees;remove existing stepping stones from porch to stair at bank, construct a 226sq.ft.terrace with stairs at east side of house; construct a 350sq.ft. poolhouse with 32sq.ft.covered entry and 10'x16' attached trellis;new 250sq.ft. stone waligyay to entry;new 20'x40' gunite swimming pool; construct a 1220sq.ft. stone pool terrace; new 4'high pool enclosure fencing andag tes(280 linear feet);new 4' high gate at existing stair at bank; and for the two(2)existing A/C condensing units. The certificate is issued to 4000 GPBB LLC owner of the aforesaid property. Authorized Signature r New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40-SUNY, Stony Soak, New York 11790-2356 Phone: (631)444-0403 - FAX: (631)444-0360 Erin M.Crotty Webske:www.dec.state.ny.us Commissioner Letter of Non-Jurisdiction -Tidal Wetlands Act October 9, 2003 Ms. Barbara Kelsey P.O. Box 405 3790 Peconic Bay Boulevard Mattituck, NY 11952 Re: Kelsey Property 4000 Peconic Bay Boulevard Mattituck, NY 11952 DEC# 1-4738-03200/00001 Dear Ms. Kelsey. Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of your propertywhich is located landward of a functional and substantial man-made structure (a bulkhead) greater than 100' in length, constructed prior to- 8/20/77 as shown on Aerographics Photograph#66-1890, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore,in&d6b"rdarioe W!th the'current Tida[Wetlands Land Use Regulations(6NYCRR Part661)no permit is required under the Tidal Wetlands Act. Please be advised,however,that no construction, sedimentation, 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. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, George W. Hammarth Permit Administrator cc: BMHP William A. Kelsey file BUEL[3f& a DEPARTMENT-Electrical inspector .0 � - `� TOWN OF SOUTHOLD - oii Kali Amex -54375 Thain Road - PO Sox 1179 Southold, New York 11971-0959 ��A�• Telephone (631) 755-1802 FAX (531) 755-9502 o err southok tt nny MY m seand sou{ ldto�in n�.�ov APPUCA � FOR ELECTRICAL MSPECTION ELECT CI INFORMATION (An in€orrrx ion Required) Date: 3 Company Name: � � S i(-SC-C C--- Dame. 2-,L-/ License No.:—57-V email: C Lp o 4— COW Address: r'20 34os- atm' S�v i C-�"G`� / 1F'71 Phone No.: </6 9 8 JOB SITE 114FORMATION (Ail Information RegWred) Name: d d 0 f?f3$ L. L Address: �/ooe !C fe Cross Street: A66"04-14 Prone No.: SIdg.Permit#: 411-141g � email: Tare Map District: 1000 Section: 1`�� BlockLot: BRIEF DESCRIPTION OF WORK(Please Print Cleary) `o o'c- a t) s�- ` is/lLnl6 Currie All That Apply= Is job ready for inspection?: 4 <i@ 1 NO Rough In Final Do you need a Temp Certificate?: YES N4 Issued On rtew p Information: (Ail information required) Service Size 1 Ph 3 Ph Sue: A #P eters Old Meter#Service- Fire Reconnect-Rood Reconnect-Service Reconnected - Underground - Overhead Underground laterals 1 2 H Frame Pole Mork dome on Service? Y N Addjfional Information: PAYMENT DUE VWTIJ APPLICATION � q/0 Request for inspectvn FormAs- PERMIT# Address: Switches Outlets f GFI's Surface Sconces f H H's UC Lts l� Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer- AC AH Mini Special: Comments K,� cs-C)A- / L_ g-1 G'l S A M U E L S & S T E E L M A N November 21, 2019 Southold Town Building Department 54375 Main Road Southold, NY 11971 Re: MENTA Pool House 4000 Peconic Bay Blvd. Laurel, NY We would like to apply for a Southold Town Building Permit for the Mehta Pool House. This project includes construction of a new one story Pool House and associated site work. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Southold Trustees Non Jurisdiction Letter 4. NYS DEC Letter of Non Jurisdiction 5 SCHD Approval for new sanitary system 6. Application for Certificate of Occupancy 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 the total fee. XThank ou, an elman Encl ures ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 IL S A M U E L S & S T E E L M A N December 2, 2020 Building Department Town of Southold Southold, NY 11971 Re: 4000GPBB LLC — Pool House 4000 Great Peconic Bay Blvd. Laurel, New York SCTM #1000-128-06-02 Please renew the building permit#44482 for the Pool House at the above referenced property which is expiring on December 4, 2020. If we can answer any questions, please do not hesitate to call. Sincerely, Samue s & Stee an Architects ancy S elman, R.A. �T �° 2- ' p - 2 2020 ( 7TILe A��Jaft jy�J ea J< 7-t !pjgp J � anpT'C0 w' ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N December 29, 2020 Building Department Town of Southold DOW- 0 Southold, NY 11971 Re: 4000GPBB LLC — Pool House 4000 Great Peconic Bay Blvd. Laurel, New York SCTM #1000-128-06-02 Dear Building Department, We are requesting an AMENDMENT to an existing Building Permit, (#44482) for construction of a new Trellis and for the removal of a proposed outdoor shower. A revised Trustees Permit for the Trellis was received on July 16, 2020. Please find the following documentation: 1. (4) Four revised set of Construction Documents 2. Revised Trustees Permit and stamped Trustees Site Plan If we can answer any questions, please do not hesitate to call. Sincere in r S Is & Steel n Architects N y S Nan -S I an, R.A. an y- /I e14 ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 APPROVED AS NOTED DAT :�? �/�}, B.P.## r r'_Olt; L i c.0 T IFICATION FE' ��!%_ BY: _ ( O[V LE-AD CONTENT BEFORE NO',IFY BUILDING DEPARTMENT AT G;-PTIFICATE OF OCCUPANCY 765-1802 8 AM TO 4 PM FOR THE SOLDER,USED IN WATER FOLLOWING-INSPECTIONS: E -LJPPL Y SYSTEM CANNOT 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE EXCEED 2/10 OF 1%LEAD. 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW PLUMBING YORK STATE. NOT RESPONSIBLE FOR ALL PLUMBING WASTE DESIGN OR CONSTRUCTION ERRORS. &WATER LINES NEED TESTING BEFORE COVERING COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF RETA(N STORM WATER RUNOFF PURSUANT TO S4N-PiMING BOARD OF THE TOWN ODE CHAPTER 236 �'J �SOUTHOLD TOWN TRUSTEES tv a N.Y.S.DEC OCCUPANCY xi USE IS 9� �f��@� �� CAL tIVSPECiiON REQUIRED OUT CERTIFICATE GENERAL STORMWATER POLLUTION PREVENTION NOTES "% I I m E 0 D A% IT A PERMANENT STORM WATER RUNOFF CONTROL MEASURE DRAINAGE CALCULATIONS GARAGE SLAB EL 24.8 FT SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITEto GRADE LINE ELEVATION 23.9 FT. WIRE FENCE W/ AREA OF RESIDENCE (DW-A) IV GLEAN OUT SCTM # 1000-128-06-02 Development activities for this project will consist of: [*,,-FILTER CLOTH DRY WELL AREA x RAINFALL x RUNOFF FACTOR PROPERTY: 4000 PECONIC BAY BLVD 1. Installation of temporary erosion control measures (silt fence barriers), see detail 1 &2 (DA-A) 1,0015 SF x (2/12 FTS x 1.0 = 183 GU. FT. GRADE LINE ELEVATION ±23.9 FT. GRADE LINE ELEVATION ±23.9 FT. ADDRESS LAUREL, NY 11948 2. Clearing of brush, trees and landscaping in areas shown on Site Plan FILTER CLOTH MIN. 611 SURFACE USE: (1) V DIAMETER x 6'HIGH POOL I MIN. 2 MAX. � 3. Demolition of existing structure,and associated building components DRAINAGE (1) 8' X 6' STORM DRAIN RING = 253.4 CU. FT. OWNER: SARAH BINDER MEHTA FLOW 4. Excavation for the new foundations and swimming pool (+/-3 ft below finished grade) BELOW GRADE PROVIDED REQUIRED 14 /FT. PUNIT MEHTA 5. Construction of the new foundations, swimming pool and building structure 1000 al I/8"/FT. 253.4 CU. FT. > 183 CU. FT. 9 TOP OF POOL 22.0 FT. SITE: 47,436 SQ. FT. = 1.089 ACRES \ \ \ \ \ \ � SEPTIC ZONING: R-40 6. Construction of underground electric and utility lines from the utility pole to the buildings '� �j\ \ �/\/\ / AREA OF RESIDENCE (DW-B) IE. +22.59' TANK LEACHING 7. Construction of a new underground water line from the existing residence to the garage �/ DRY WELL AREA x RAINFALL x RUNOFF FACTOR , POOL FLOOD ZONE: X IE. +22.27 IE. +21.77 8. Installation of the septic system (DW-B) 1,2013 5F x (2/12 FT) x 1.0 = 216 C.U. FT. BOT OF POOL 18.0 FT. TEMPORARY STORM WATER LOT COVERAGE: USE: (I) 8 DIAMETER x 6 HIGH POOL IE. +21.67' EXISTING: 6.53% 9. Installation of on site drainage :structures (permanent storm water runoff control measures), see detail 1 RUNOFF CONTROL MEASURE (1) 8 X 6 STORM DRAIN RING = 253.4 GU. FT. GROUND WATER 10. Installation of underground piping from gutters and downspouts to the drainage structures PROVIDED R.EQUIR.ED PROPOSED: 8.4% 11. Filling and grading of soil above drainage structures qNOOSION & SEDIMENT CONTROL DETAIL 3' MIN 253.4 GU. FT. > 216 GU. FT. SURVEYOR: 12. Construction of new terraces 2 CALE ( ) SEPTIC PROFILE PECONICOX 909 SURVEYORS, PC 13. Construction of new driveway and parking areas including grading and driveway surfacing AREA OF GARAGE POOL HOUSE DW-C 14. Installation of new landscaping plants, lawns as required DRY WELL AREA x RAINFALL x RUNOFF FACTOR SOUTHOLD, NY 11971 (DW-C) 01101 5F x (2/12 FT.) x 1.0 = 154 CU. FT. (N.T.S.) 15. Removal of the temporary erosion control measures LICENSE # 49618 USE: (2) 6' DIAMETER x 4' HIGH POOL DATED: FEBRUARY 6 2019UJ � (2) b' X 4' STORM DRAIN RING = 178.6 CU. FT. ' SITE DATA PROVIDED REQUIRED ELEVATIONS ARE REFERENCED Site Area: 47,436 SF= 1.089 AC 178.6 GU. FT. > 154 GU. FT. TOP OF EXISTING GRADE TO N.A.V.D. 1989 DATUM Z O Receiving Waters: PECONIC BAY O AREA OF DRIVEWAY (DW-D) CAST IRON FRAME AND COVER TO Contractor: N/A DRY WELL AREA x RAINFALL x RUNOFF FACTOR GRADE (AS REQUIRED) 0 IN N (DA-D) 1,0186 5FI x (2/12 FTJ x� 0.7 = 232 CU. FT. TRAFFIC SLAB (SEE M ~LOCM I Im W POLLUTION CONTROL MEAESURES USE: (1) 8 DIAMETER x 6 HIGH POOL Q Z In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment control measures including, but not limited (1) 8' X V STORM DRAIN RING = 253.3 GU. FT. PLANS FOR LOCATIONS) 1P NORT to, the following shall be employed during construction: PROVIDED REQUIRED 9�0 �� CREE Q 253.3 GU. FT. > 232 GU. FT. A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means)and shall remain undisturbed. (V �� LAUREL LINKS B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed.A maximum of 1 acre shall be COUNTRY CLUB disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding = - =t , ♦^ W UJ as required. Seed mixtures shall be in accordance with the soil conversation service recommendations. �j v♦ C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construction on an area is Q to N ® ® ® ® ® ® ® ® ® DRAINAGE BASIN FOR c A. Z itoolow SIZES SEE SITE PLANS o O suspended, the area shall be seeded immediately. Z F m a. Seed preparation -scarify soil if compacted, remove debris and obstacles such as roots and stumps. J 3' min ® ® ® ® ® ® ® ® ® } QIP o= 01� 0 b. Soil Amendments Z 0- ® ® ® ® ® ® ® ® ® I- N Z ��i�i..II ® ® ® ® ® ® ® ® ® To BE BACKFILL MATERIAL P �� Quo � 1. Lime to ph 6.0 < p 0. ® LE ® ® ® ® ® ® ® AND GRAVEN SAND SITE Q 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre(14 lbs/100 sq. ft.) L � c. Seed Mixtures 400o PECONIC BAY BLVD. 1. Temporary seedlings LAUREL,NY. 11348 O 3: a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) d z c9G �,� Z W b. Certified "Aroostook"winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in October/November. N 1 GROUND WATER � ��a Great W Q D Peconic Ba 2. Permanent seedlings-See Landscaping plans 1 y D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. PERMANENT STORM WATER E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. RUNOFF CONTROL MEASURE F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The construction entrance shall be STORM D RAI NAGE RING TYPICAL maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup NO SCALE through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust during construction. I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpster's to control the buildup of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpster's regularly. The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to the Engineer/Architect for revision of the SWPPP where appropriate. DESCRIPTION OF CONSTRU10TION AND WASTE MATERIALS STORED ON SITE 06 Z Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete septic/drainage structures, prefabricated V/ • MG building components (windows, doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and a rigid insulation, piping for plumbing, outdoor paving materials. ...I o Waste materials shall include demolition materials from the existing building structure, unused building materials and products, trash from construction workers meals o ° and drinks. Project site shall have a dumpster that all waste materials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. W J' W z W a a z u. LU• U 2 W v Q N 0 t�0 N a 2 W• GREAT Q �• N/0/F ALAN FIDELLOW, BETH FIDELLOW PROPOSED NEW FENCE ESXHRUBS TO BE REMOVED EXISTING STEPPING IVET PECONIC BAY � y' BUSHMAN STEVEN JUDITH FIDELLOW AND (POOL ENCLOSURE) STONE5 TO BE REMOVED EXI5TIN6 BULKHEAD BUSHMAN ELLEN BARBARA VERCOLLONE NEW EVERGREEN SCREEN PLANTINGS EXISTING TREE TO 4025 GREAT PECONIC BAY BLVD 75 GRANITE SPRINGS RD POOL EQUIPMENT - EASTERN RED CEDAR 8" HT BE REMOVED EXISTING EXISTING DECK STRUCTURE LAUREL, NY 11948 YORK TOWN HEIGHTS, NY 10598 (2) 6x4 DRYWELL5 FOR AD 1000-128.-3-13 EXfrEMA TREES 4030 GREAT PECONIC BAY BLVD POOL EQUIPMENT EXISTING TREES EXISTING BEACH STAIRS DWELLING 1000-128.-6-1 TO BE REMOVED TO REMAIN PUBLIC WATER DWELLING NEW SEPTIC SYSTEM FOR o�ED 4'xb' 551.64' PROPOSED NEW FENGE A GARAGE 4 POOL HOUSE ot1TDOOR SHOWER EL. 7.1 AND GATE (POOL PUBLIC WATER 24 _ ENCLOSURE) S15'16'00"E SPLITRAIL FENCE 24 �- EL 25.0' \ \ D ,x GATE XEXISTING \ \ \ cr, ns x 11 \ BULKHEAD SIDE YARD SETBACK -ACCESSORY _ ____= PINE\ 4 \ E YARD SETBACK - PRINCIPLE PROPOSED SILT ��, _� SID - 09ED NEW 2 CAR PROPOSED NEW r,y 5 �U \E 5 N s� FENCE DURING '9 LP G AGE /,POOL HOUSE 2�p'x40;1POOL ° B �-n 0. CONSTRUCTION O , j 2 PROJECT NO: sf ,� O� �? s. SEE DETAIL F FIN FLR �, P Bq y��i cP-r'= P ti� ti� 1902 EXISTING , GLEA �/ +24.8 \ DRIVE W,4Y 9� DRAWN BY: +24.7 D oti +24.1' •i ..--._s,,._,..,�.,....• - ------ �; �o�JS 24,6+ EXI TING � \ UT '"�•--�.�,,.�. --------- . 24.2 2 ST RY \ �' CHECKED BY: BOLLARDS \ ''•"'`' +23.5' �� 0\,� A.LE HOU E \ XiSTING\ �✓ EXISTING N • -- _ GE I� l BULKHEAD S • --=• _ _ ' 4 BEDROO HOUSE ` \ 't- DATE: GAS \ _ _ \ -_�. __ _____ 5 -�- �,w/,INTERI R F G� PANEL \ --- - •` - DRIVEWAY 2_4._0+ P � NVATI90 April 16, 2019 F33 sf \ \ \ \ N52'21'53"W SCALE: p 5 \ •� 1 w ��y I.8 I K'57�1=INFL \ 1.51 lot = 20w - 0.. Q� 23 SIDE YARD SETBACK - PRINCIPLE •� eb ' x \ LEV';,#2T3 •� 1 \ \\ \ S SHEET TITLE: WATER � \ PARKI , 2 + �j0 S METER \ 8x6 DRYWELL WITH INLET GRA •� A 1 e AIN FOR RAINWATER RUNOFF FROM '� 3 LP GATE '� \ \ \ `9 0 DRIVEWAY PARKING AREA 2 .rte G - J �� ' \ \ \ Q6'7� F,p EL 25.2 - - - - - - - - - - _ - _ - -__-. _ SITE 'y N14'38 20 W ACTUAL 24 � \ 543.0 ' N 0 F S EXI5TING 24 22 20 1 16 10 PLAN EXISTING � N14'48 00 W DEED N/0/F EXISTING G RAGE 24 26 26 ROBINSON SHERWOOD 'A�.� MARY E NOLTE AND LAUREL COUNTRY UTILITY POLE EXISTING DRIVEWAY TO TO BE REM VED HVAC EQUIP ROBINSON BARBARA J F EXISTING UNDERGROUND ESTATES PROPERTY OWNERS ASSOCIATION BE REMOVED NEW COVERED PROPOSED NEW FENCE 3605 GREAT PECONIC BAY BL.VD PUBLIC WATER LINE 3850 GREAT PECONIC BAY BLVD EXISTING UNDERGROUND LOCATION O EXISTING ENTRY PORCH (POOL ENCLOSURE) EXISTING LAUREL, NY 11948 1000-128.-6-3 PUBLIC, WATER LINE SANITARY 5 STEM TO EXI5TING COVERED PORCH EXISTING FENCE TO BE BULKHEAD 1000-128.-3-22 VACANT 8x4 DRYWELL FOR REMAIN TO BE RENOVATED REPLACED WITH NEW FENCE SHEET NO: DWELLING G REAT - - - - PUBLIC WATER RAINWATER RUNOFF FROM NEW U ERGROUND CATION OF EXISTING DRYY14ELLJ PROPOSED NEW FENCE N/0/F GNa / Po ELEG IG UTILITY LINE FOR STORMWATER ROOF RUNOFF (POOL ENCLOSURE) KELSEY ROBERT D 4G ' A OUSE DECK REMOVED PECONIC 2345 ROSE WALK DR - EXI5TING 1500 GAL SEPTIC TANK (5T) PROPOSED SILT FENCE DURING ALPHARETTA, GA 30005 CONSTRUCTION 5EE DETAIL - CLEANOUT 2 BAY 3790 GREAT PECONIC BAY BLVD P 1000-128.-6-4 - (1) 8 FT x 12 =T EXISTING LEACHING POOL (ex LP) I'30 U L EVARD PUBLIC - (U 8 FT x 8 PT NEW LEACHING POOL (new LP) 0 V E RA L L S I T E L A 1`4_ WATER - (1) 8 FT x 12 =T FUTURE EXPANSION (EXP) LEACHING POOL SCALE: 1 of - 209-011 TRUSTEES REVISIONS: JUNE 3, 2019 TEST HOLE goGARAGE SLAB EL 24.8 FT S" I TIE "L)"Ag" 1A AUGUST 7, 2019 LU GRADE LINE ELEVATION 23.9 FT. SEPTEMBER 23, 2019 NO SCALE IU GLEAN OUT SCTM # 1000-128-06-02 OCTOBER 21, 2019 BY MARK McDONALD GEOSCIENCE GRADE LINE ELEVATION ±24.1 FT. GRADE LINE ELEVATION ±24.1 FT. PROPERTY: 4000 PECONIC BAY BLVD SOUTHOLD, NEW YORK 11971 d I' MIN. 2' MAX. ADDRESS LAUREL, NY 11948 'I OWNER: 4000 GP13B, LLC TEST HOLE DATA 4/16/19, 1 PM ELEV. + 23.8 14 /FT. PUNIT & SARAH MEHTA,MEMBERS 1000 901 I/8"/FT. n TOP OF POOL 21.68 FT. SITE: 47,436 SQ. FT. = 1.089 ACRES 1.0 FT. DARK BROWN LOAM -OL SEPTIC IE. +22.59' TANK LEACHING ZONING: R-40 4 IE. +21.93' IE. +21.43' POOL FLOOD ZONE: X 4.0 FT. BROWN CLAYEY SAND SC I BOT OF POOL 15.68 FT. LOT COVERAGE: r- IE. +21.35 GROUND WATER EXISTING: 6.53% 33' SiPROPOSED: 8.4% 17 FT. PALE BROWN FINE SAND SP 5' MIN SURVEYOR: PECONIC SURVEYORS, PC COMMENTS: NO WATER ENCOUNTERED SEPTIC PROFILE- PO BOX 909 SOUTHOLD, NY 11971 • (N.T.S.) LICENSE # 49618 DATED: FEBRUARY 6, 2019 ELEVATIONS ARE REFERENCED U TO N.A.V.D. 1989 DATUM z 0 IN ms LlOkm�A I lu m MAr LUw NORT(W CREE Z \ O,p�O AGF ti� ti� Q LAUREL LINKS 08 \ COUNTRY CLUB ♦♦^^ WLU N/O/F / N/O/F Svc V♦ O'Rourke Kathleen A ,. DWYER ELIZABETH \ o �- O'Rourke Ke\/in G / �/`:{��! !!1(? 4 TBG In . °P� �� : O (. ) P63U� 143 MANCHESTER ST `"`�''C''n CCttr;? sp WESTBURY, NY 11590 Q- •P 4080 Peconic Bay Blvd , o�- y C / By ThF, o 0 r�w ��, C =o�.v ^• Wl;,� �^ 4170 GREAT PECONIC BAY BLVD Laurel, NY 4-25 / �POJ; 4 B;° rr3lark ,�� 1,., 1000-128.-4-26 s� 1000-128.- E-25 r1 ° •I dut° Ills► cb�'��" SITE DWELLING _ �" ,� -t:�.r_�r.ection(s) DWELLING PUBLIC WATER PUBLIC WATER \ W 4000 PECONIC BAY BLVD. LAUREL,NY. 11948 0 W Great LU LU Peconic Bay �'4� 7,,j T11 SE4�YiGL'�i OC/��T� SUF1OLK COUNTY DEFAftTErl�tiT 0:= '90 ''R'4E7 'OR A1P? C',1AL OF' C:0N1_ NOUN y rG. ;.Ol �Ooo r-r /'iC't'E?O4 1 �� All E:,'F1r.rS TF.i?E':..YEARS r-p.01A DQE Or ptpp?,OVAL. � GREAT (2) 6x4 DRYWELLS FOR N/0/F POOL EQUIPMENT OQ PECONIC BAY N/0/F ALAN FIDELLOW, BETH FIDELLOW W 05ED UNDE ROUND BUSHMAN STEVEN JUDITH FIDELLOW AND POOL EQUIPMENT �O� ELE TRIG 1`lD GAS LI FROM EXISTING BULKHEAD BUSHMAN ELLEN BARBARA VERCOLLONE NEW SEPTIC 5 TEM FOR A POOL HOUSE `C RESI ENGE O POOL HO EXISTING 4025 GREAT PECONIC: BAY BLVD 75 GRANITE SPRINGS RD - NEW 1000 GAL EPTIG TANK (5T) BULKHEAD LAUREL, NY 111948 YORK TOWN HEIGHTS, NY 10598 - CLEANOUT NEW POSE UNDERGRO EXISTIN6 DECK STRUCTURE 1000-128.-3-13 4030 GREAT PECONIC BAY BLVD - (I) 8 FT x 4 FT NEW ACHING POOL (new LP) YV�T� FRO RESIDENCE EXISTIN6 BEACH STAIRS DWELLING 1000-128.-6-1 - (I) 8 FT x 4 FT FUTURE ANSION (EXP) LEACHING POOL GLE N O T TO PO L HOU5E IN EPARATE , PUBLIC WATER DWELLING TRENG EL. 7.1 551.64 06 Z• '00"E 24 - PUBLIC WATER 24�- 1 Q• M d S15'16 8x4 DRYWELL FOR 3 min D D EXISTING J EL 25.0' \ RAINWATER RUNOFF FRO1T Qj`� LP B 24.1 i ;in X X \ \ GARAGE 3 / ' \ �4 \ \ BULKHEAD CO o W o: = P � J � z W 'WO- POSED 23•q+ PROPOSED \1 \ 1 \ W• W v NEW 2 CAR NEW POOL PR\\O__POSEQ E T°•o \ `r"�. a N o •� 9 TEST HOLE GARAGE HOUSE 2V'x40' P L \+25:5 o �i d' o W 4 EL +23.8 NO WATER 550 sf Ns:w \ - '`�� Z__0 j A , Q I-• v F � EXISTING . 5"10 of +24.8 F 9 ,o �\ DRIVEWAY EXISTING +24.8 +fib yF c� c) UNDERGROUND +24.1' ' � - „� PUBLIC WATER LINE b 4 +24.7 �❑ 3 vi 2 .6+ EXISTING r- P 1 0 2 O BOLLARDS��._. _ 2 "� 2 STORY - . . 23.5 + �... \ HOUSE OO � \ \ �G EX15TINCG GAS _ -- - _. _ E , - 4 BEDROOM HOUSE 1 Q O � BULKHEAD \ ._. •_. - _ ..-._ '\ X55 of O \ F s, PANEL \ _.._..._.. DRIVEWAY. 3 O 24 O+ ,yea ryj �• \.; 90 �� \ / "-• •--• `• ._-.. -� i ?STORY N 52'21 X53"W OF NEtvr F� r e 8 I i45EMENT 1.51 CO \ VERIFY LOCATION OF EXISTING IST' �N�OLR WATER AND GA5 LINES PRIOR 8x6 I DWGLE1/42-13 S �� • � TO START OF CONSTRUCTION PAAR 1µG 8x4 DELMAR s, METER P0 OUND ELECTRIC LINE FROM POOL ( 2 + , $3� 3 \ 1 \ \ r'�9�c�, DRIVE_ __ _-- F \ HOUSE TO GARAGE +2�'t• =• -•a�-•-•-•-•- nt - - -•-• \ \ d'��., ceer EL 25.2' _ - - - - - - - - - - - - - - - 01719 line N14'38'20"W ACTUAL 24 EXISTING 1 543.05' \ 24 22 20 16 10 N14'48'00"W DEED N/O/F EXISTING EXISTING GARAGE 24 26 26 EXISTING UNDERGROUND MARY E NOLTE AND LAUREL COUNTRY UTILITY POLE TO BE REMOVED HVAC EQUIP PROJECT NO: GR T ��, ESTATES PROPERTY OWNERS ASSOCIATION 8x6 E FOR WITH INLET PUBLIC, WATER LINE NEW ELECTRIC GRATE FOR RAINWATER 8x4 DRYWELL FOR �/ 1902 3850 GREAT 128.-C BAY BLVD METER PANEL RUNOFF FROM DRIVEWAY RAINWATER RUNOFF/ PECO1000 VACANT 6-3 PARKING AREA FROM POOL HOUSE EXISTING COVERED PORCH EXISTING DRAWN BY: LIT G BULKHEAD -- - - EOGATION OF EXIS NG - CHECKED BY: BAY EXISTING UKDERGROUND GA5 LINE LOCATION OF EXISTING DRYWELL N/O/F PRECAST 5ANIT Y FOR STORMWATER ROOF RUNOFF NS N/O/F KELSEY ROBERT D EXISTING UNDERGROUND 5Y5TEM TO RE AIN DATE: \ ROBINSON SHERWOOD B LEVARD 2345 ROSE WALK DR ROBINSON BARBARA J ALPHARETTA, GA 30005 PUBLIC WATER LINE NEW UNDE GROUND MAY 15, 2019 3605 GREAT PECONIC BAY BLVD 3790 GREAT PECONIC BAY BLVD ELEGTRI UTILITY LINE SCALE: LAUREL, NY 11948 1000-128.-6-4 / 1" = 20' - 0' 1000-128.-3-22 DWELLING SHEET TITLE: DWELLING PUBLIC WATER PUBLIC WATER alma/ SITE / PLAN SCALE: V = 20'-0" N/O/F N/O/F SHEET NO: RUGGIERI JOSEPH M, RUGGIERI RONNI K VON ELM HENRY, VON ELM GAIL 479 W 152nd St Apt 5C PO BOX 548 NEW YORK, NY 10031 LAUREL, NY 11948 mom 3690 GREAT PECONIC BAY BLVD 3534 GREAT PECONIC BAY BLVD 1000-128.-6-6 1000-128.-6-6 .. DWELLING DWELLING PUBLIC WATER PUBLIC WATER SCDHS # R10-19-0055 SCDHS APPLICATION REVISIONS: IQ it mu"A I A SCTM # 1000-128-06-02 PROPERTY: 4000 PECONIC BAY BLVD ADDRESS LAUREL, NY 11948 OWNER: 4000 GPBB, LLC PUNIT & SARAH MEHTA,MEMBERS SITE: 47,436 SQ. FT. = 1.089 ACRES ZONING: R-40 SURVEYOR: PECONIC SURVEYORS, PC PO BOX 909 SOUTHOLD, NY 11971 LICENSE # 49618 DATED:,,FEBRUARY 6, 2019 JUN 2 6 2020 Lu V � 0 0 0 W 0 LAJ Z M c) od cnI) c/) Lu UJ z 3: O �- > F=Q 01077081 j z �L- LIJuj LIJ vv� ZmlQ J GREAT PECONIC DAY INSTALLED 5EPTIG SYSTEM FXISTING EXI5TING BULKHEAD - 1000 GAL 5EPTIG TANK (5T) IN5TALLED UNDERGROUND I BULKHEAD - CLEANOUT 371 EXI5TING DECK 5TRUGTURE - (1) 5 FT x 12 FT LEACHING POOL PUBLIC WATER LINE EXISTING BEACH STAIRS GLEAN OUT 551.64' Z, S15*16'00"E v, r t� Q• M a -- —_ EXISTING ,J 2. c � ti BULKHEAD 9 0 TERRACE ` W -j• w z W x ~ a z a x N CD GARAGE POOL POOL ToA `s" 1. .`.. W a o HOUSE o W' OFF 9� _ -,---_------- EXISTING A - DRIVEWAY U) U) — - /� / j — ---�__ ❑ wa er 9�F.p . -- . — �G EX15TI NG p lBULKHEAD RESIDENCE DRIVEWAY .p y N 52'21 X53"W �E of Ne Y LP 5T �.� 1.51 � � ®p� `�N WATER 4Y 41 SQ METER PARKING _ �"S. �"" `4i� ;; ;«�? �o AREA o : N14'38'20"W ACTUAL 543.05' N14'48'00"W DEED EXI5TING PRO 7=N0: EXI5TIN6 UNDERGROUND UNDERGROUND PUBLIC WATER LINE PUBLIC, WATER LINE 1902 EXI5TING COVERED PORCH EXISTING DRAWN BY: PECO C BULKHEAD UT BAY EXISTING SANITARY ,�,n\/� CHECKED BY: SYSTEM C(- !��,'f j r�, I N S DATE: BOULEVARD AUG 1 7 2020 SCALE:June 8, 2020 �lLlow = 20' - Owl ✓l ��-- T`t"�"r'PY r'F�:1 SHEET TITLE: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF OONSTRUCTED WORKS FCR SITE lv r7 OVEmmm"ALLPO�)W'5�-- _ PLAN � r2 SCALE: 1 " = 20'-0" Data AUG 0 3 2020 N.S.Ret.No._ -1�" 1 Ol-o�s 1-he stege disposal and water W,y fed kn at this kcstian have been inspected andlor c eWisd by Mie Depeftrnent oragencles end found to be amfactory FOR TQ L)AAMMUM OF BEDROOMS. SHEET NO: Craig !<nepper, P.E., Chief ffiQe /astewater Mann emen,L,* SCDHS AS BUILT SCDHS # R10-15-0055 GENERAL STORMWATER POLLUTION PREVENTION NOTES REVISED: PERMANENT STORM WATER RUNOFF CONTROL MEASURE DRAINAGE CALCULATIONS GARAGE SLAB EL 24.8 FT S 1 CONTRACT GRADE LINE ELEVATION 23.5 FT. 11/4/19 SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE WIRE FENCE W/ AREA OF RESIDENCE (DW-A) W SCTM # 1000-128-06-02 FILTER CLOTH DRY WELL AREA x RAINFALL x RUNOFF FACTOR GLEAN OUT Development activities for this project will consist of: TRUSTEES 1. Installation of temporary erosion control measures (silt fence barriers), see detail 1 &2 (DA-A) Ip15 SF x (2/12 FT) x 1.0 = 155 CU. FT. < GRADE LINE ELEVATION ±23.5 FT. GRADE LINE ELEVATION t25A FT. PROPERTY: 4000 PECONIC BAY BLVD AMENDMENT 2. Clearing of brush, trees and landscaping in areas shown on Site Plan SURFACE USE: (1) 8' DIAMETER x 6' HIGH POOL ADDRESS LAUREL NY 11948 FILTER CLOTH MIN. 6 � I' MIN. 2' MAX. � 1/22/2020 3. Demolition of existing structures and associated building components BELOW GRADE D AINA6E (1) 8' X 6' STORM DRAIN RING = 253.4 GU. FT. OWNER: PUNIT & SARAH MEHTA 4. Excavation for the new foundations and swimming pool (+/- 3 ft below finished grade) PROVIDED REQUIRED 1411/FT. 5. Construction of the new foundations, swimming pool and building structure \ 253.4 CU. FT. > 183 GU. FT. 1SEP gal TOP OF POOL 22.0 FT. SITE: 47,436 SQ. FT. = 1.089 ACRES '\� \� \� \�/� AREA OF RESIDENCE (DW-B) LSEPTIC ZONING: R-40 6. Construction of underground electric and utilily lines from the utility pole to the buildings �j\ �j / IE. +22.5x' TANK LEACHING 7. Construction of a new underground water line from the existing residence to the garage // DRY WELL AREA x RAINFALL x RUNOFF FACTOR , POOL FLOOD ZONE: X (DW-B) 1,2x3 Sr x (2/12 FT.) x 1.0 = 216 GU. FT. IE. +22.27 IE. +21.'1'7 BOT OF POOL I8.0 FT. 8. Installation of the septic system TEMPORARY STORM WATER 9. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1 USE: (I) 8' DIAMETER x 6' HIGH POOL LOT COVERAGE: IE. +21.6'1' RUNOFF CONTROL MEASURE (1) 8' X 6' STORM DRAIN RING = 10. Installation of underground piping from gutters and downspouts to the drainage structures 255.4 GU. FT. GROUND WATER EXISTING: 6.53% 11. Filling and grading of soil above drainage structures EROSION & SEDIMENT CONTROL DETAIL PROVIDED REQUIRED PROPOSED: 8.5% 253.4 CU. FT. > 216 CU. FT. 3' MIN 12. Construction of new terraces 2 NO SCALE SEPTIC P R FILE SURVEYOR: PECONIC SURVEYORS, PC 13. Construction of new driveway and parking areas including grading and driveway surfacing AREA OF POOL HOUSE (DW-C) O 14. Installation of new landscaping plants, lawns as required DRY WELL AREA x RAINFALL x RUNOFF FACTOR PO BOX 909 15. Removal of the temporary/ erosion control measures (DA-6) 3q0 SF x (2/12 FT) x I.O = 65 GU. FT. (N.T.S.) SOUTHOLD, NY 11971 LICENSE # 49618 USE: (I) 6' DIAMETER x 6' HIGH POOL SITE DATA (1) 6' PX 6' STORMROVIDED UJ �d DRAIN RINS7 = 1544 CU. FT. DATED: FEBRUARY 6, 2019 Site Area: 47,436 SF = 1.089 AC 134 GU. FT. > 6R 5 GU. FT. TOP OF EXI5TIN6 GRADE REGIRED ELEVATIONS ARE REFERENCED TO O Receiving Waters: PECONIC BAY O >" Contractor: N/A AREA OF GARAGE (DW-D) CAST IRON FRAME AND COYER TO T N.A.V.D. 1989 DATUM DRY WELL AREA x RAINFALL x RUNOFF FACTOR GRADE (AS REQUIRED) ff--Ik AV M M A (DA-D) 5'10 SF x (2/12 FT) x 1.0 = 95 GU. FT. TRAFFIC SLAB (SEET I N ~ W POLLUTION CONTROL MEASURES USE: (1) 8' DIAMETER x 4' HIGH POOL In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment control measures including, but not limited (1) 8' X 4' STORM DRAIN RING = 168.1 GU. FT. PLANS FOR LOCATIONS) 10 NORT Z to, the following shall be employed during construction: PROVIDED REQUIRED 9�a CREE d 168.1 GU. FT. > 15 CU. FT. �.�, �� A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means)and shall remain undisturbed. AREA OF DRIVEWAY (DW-E) (V y<y tiG B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed.A maximum of 1 acre shall be DRY WELL AREA x RAINFALL x RUNOFF FACTOR ` yF LAUREL LINKS J disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding (DW-E) I,a86 COUNTRY CLUB 06 5F x (2/12 FT) x 0.7 = 232 GU. FT. - - ♦^ UJ UJ as required. Seed mixture: shall be in accordance with the soil conversation service recommendations. USE: (1) 8' DIAMETER x 6' HIGH POOL �j �O' v♦ C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construction on an area is (I) 8' X b' STORM DRAIN RING = 253.3 GU. FT. Q N ® ® ® ® ® ® ® ® ® ' DRAINAGE BASIN FOR a ov Z suspended, y. PROVIDED REQUIRED SIZES SEE 51TE PLANS F the area shall be seeded immediate/ Z o � o a. Seed preparation -scarify soil if compacted, remove debris and obstacles such as roots and stumps. 255.5 CU. FT. > 252 GU. FT. O J 3' min ® ® ® ® ® ® ® ® ® } �oP gyp o= O O b. Soil Amendments 0 Z W ® ® ® ® ® ® ® ® ® �u BACKFILL MATERIAL P °� Quo 1. Lime to ph 6.0 < O W TO BE GLEAN SAND 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre(14 lbs/100 sq. ft.) ® ® ® ® ® ® ® ® ® AND GRAVEL SITE ® ® CE ® ® ® ® ® ® � 4000 PECONIC BAY BLVD. > FM c. Seed Mixtures LAUREL,NY. 11948 1. Temporary seedlings _ o 3: LU a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) �t ? �� "W,� Z b. Certified "Aroostook"winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in October/November. X 6ROUND WATERa Great W 2. Permanent seedlings-See Landscaping plans - - - - - - - - PeconiC Bay U Q D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. ti E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along PERMANENT STORM WATER � r J the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. RUNOFF CONTROL MEASURE F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The construction entrance shall be STORM DRAINAGE RING TYPICAL maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup NO SCALE TEST HOLE through the use of appropriate inlet protection. H.Appropriate means shall be used to control dust during construction. NO SCALE I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. BY MARK MCDONALD GEOSCIENCE J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar SOUTHOLD, NEW YORK 11971 days and immediately after periods of rainfall greater than one half inch. Maintenance measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. TEST HOLE DATA 4/16/19 1 PM ELEV. + 23.8 K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpster's to control the buildup 1.0 FT. DARK BROWN LOAM OL _ of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpster's regularly. O 4.0 FT. BROWN CLAYEY SAND SC I The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to the Engineer/Architect for revision of the SWPPP where appropriate. DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE 17 FT. PALE BROWN FINE SAND SP 05 Z Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete septic/drainage structures, prefabricated COMMENTS: NO WATER ENCOUNTERED building components (windows, doors, cabinets, Flooring materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and N Q rigid insulation, piping for plumbing, outdoor paving materials. r Waste materials shall include demolition materials from the existing building structure, unused building materials and products, trash from construction workers meals ..1 a o r V o s E and drinks. Project site shall have a dumpster that all waste materials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. W _J• w i w ~ a z `u � W• (6M � C a � °o W• N = d GREAT N/O/F NEW 4' HIGH FENCE EXISTING (2) PRIVET PECONIC BAY 0 CO N/O/F ALAN FIDELLOW, BETH FIDELLOW SHRUBS TO BE REMOVED -EXISTING STEPPING BUSHMAN STEVEN JUDITH FIDELLOW AND (POOL ENCLOSURE) STONES TO BE REMOVED BUSHMAN ELLEN BARBARA VERCOLLONE NEW SEPTIC SYSTEM FOR A POOL HOUSE NEW EVERGREEN SCREEN PLANTINC75 EXISTING TREE TO - NEW 1000 GAL SEPTIC TANK (ST) 4025 GREAT PECONIC BAY BLVD 75 GRANITE SPRINGS RD - EASTERN RED CEDAR 8" HT- NOT BE REMOVED EXISTING - CLEANOUT EXISTING DECK STRUCTURE LAUREL, NY 11948 YORK TOWN HEIGHTS, NY 10598 (2) 6x4 DRYWELLS FOR IN CONTRACT AD 1000-128.-3-13 4030 GREAT PECONIC BAY BLVD - (I) 8 FT x 4 FT NEW LEAGHIN6 POOL (new LP) POOL EG2UIPMENT EXI5TIN6 TREES EX+5TIN6-TIES EXISTING BEACH STAIRS DWELLING 1000-128.-6-1 - (1) 8 FT x 4 FT FUTURE EXPANSION (EXP) LEAGHIN6 POOL TO BE REMOVED TO REMAIN �E OF NEyy PUBLIC WATER DWELLING POOL EQUIPMENT EL. 7.1 551.64' PROPOSED NEW FENCE CO,' P L STF Yo�Q PUBLIC WATER 24 AND GATE (POOL S1 SPLIT SPLIT RAIL FENCE 24 ��- _ _- -- IO' to GATE D -- ENCLOSURE) EL 25.0' n X 11 \ \ \ EXISTING \ �+ LP _ - 7 BULKHEAD SIDE YARD SETBACK -ACCESSORY _ / 3 / NEW POO \ 'i 64' 1 �`6 PROPOSED SILT 01 3- XISTIN6 DRIVEWAY W/ o, NEW 2 CAR ® HOUSE PROPOS9D NEW To \E S N FENCE DURING �F A 9 \ NEW TOP LAYER OF STONE EXISTING TRI= GARAGE 350 s 21 'x40','POOL o� �O0 "'' > p CONSTRUCTION �'QOO�G TO BE REMOVE N� AT +24.8 �� '`�� y R SEE DETAIL 2 ROJE NO: F 9\ TEST HOLE s �y�i cP•r' P \ 1902 F0 EL +23.8 +24. A \ +24.1' �• -- - --__ EXTENT OF OIL/STONE 8 4 Nc Amort ELECTRIC DRAWN BY: • N1TL E EXI TING `r�► �-. \ \ ti � �� UT • `�---.�._ - --- ------- ,I OSE= GATE 2 STORY : -o" X15TIN& c CHECKED BY: �OA- . / BOLLARDS � _ _ - 23.5'+ DRIVEWAY " .• HOU E \ E I� 1 EXISTING NS GAS \ ....•_-'_-' -------- _-OIL4� STONE _ : ._..- - �� 4 BEDR00 �,� BULKHEAD '�• ,_ HOUSE / ---�--•-- - :-._.. ? ' w/ INTERI R DATE: QG� PANEL rzENOYATI �a SEPT. 10 2019 W lT. � `�c�- "r j 1,633 sf \ \ \ N52'21 X53"W SCALE: ► \ ��„ p 5�' �• � T ��y� FIRST FIN FL \ 1.51 1" = 20' - 0' 86 \ ELEV +27.3 \ \ \ 4ATER P� SIDE YARD SETBACK - PRINCIPLE RKI G \ s SHEET TITLE: METER �'� \ - 8x6 DRYWELL WITH INLET GRATE A RS I 8x4 A s. O F O FOR RAINWATER RUNOFF ROM G I \ IN \ \ �0�fLr, • �CQ' \ DRIVEWAY PARKIN A .--. .-t"-. j�-t�r - GATE IN LINK ` \ \ �iTz,, NEW ELECTRIC EL 25.2' \ -------------- - - - - - - - ELECTRIC LINE - !y METER PANEL � - --------- - s 24 22 20 16 SITE N14'38 20 W ACTUAL 24 \ 543.0 10 EXISTIN6 N14'48'00"W DEED N/O/F UTILITY POLE HVAGIEOUIP PLAN EXISTING GARAGE 24 26 26 UTILITY POLE '� MARY E NOLTE AND LAUREL COUNTRY EXISTING DRIVEWAY TO TO BE REMOVED G� v. EXISTING UNDERGROUND ESTATES PROPERTY OWNERS ASSOCIATION BE REMOVED NEW COVERED NEW 4' HIGH FENCE PUBLIC WATER LINE 3850 GREAT PECONIC BAY BLVD NEW ELECTRIC EXISTIN6UNDER6ROUND LOCATION OF EXISTING ENTRY PORCH (POOL ENCLOSURE) 1000-128.-6-3� METER PANEL PUBLIC WATER LINE SANITARY SYSTEM TO EXISTING COVERED PORCH EXI5TIN6 FENCE TO BE REMAIN 92" VACANT _ _ _ _ _ _ TO BE RENOVATED _ REPLACED WITH NEW FENCE - _ SHEET NO: NEW UNDERGROUND WATER LOCATION OF EXISTING DRYWELL s� N/O/FLINE FROM RESIDENCE TO FOR STORMWATER ROOF RUNOFF KELSEY ROBERT D POOL HOUSE EXI5TIN6 DECK REMOVED Fj 2345 ROSE WALK EXISTING UNDERGROUND &A5 LINE PROPOSED SILT FENCE DURING ALPHARETTA, GA 3000 05 CONSTRUCTION SEE DETAIL 3790 GREAT PECONIC BAY BLVD P 1000-128.-6-4 OVEMALL SITE PUDWELLING BLBUILDING IC WATER SCALE: � �� = 20'-0" nPERMIT AMENDMENT 4' I2' REVISIONS RUBBER MEMBRANE ROOFING ON 5/4" PLYWD 5y2" 5-IOY�" �" 5-1_511 X11 12/29/20 TRELLIS SHEATHING UNDER G REPRICE R CUPOLA - SEE SHT# PH-2 Ia QORGH ry � '� .., I - STONE AN 50# SHINGLE ROOF I O NEw Ixb PVC RAKE `D �� ' ,1/I ;,,,� I 1411 I � I PAVERS o BOARD W/ IX2 TRIM ON SO# ROOFING FELT ON I _ m 4 SLAB - - H 5/4 PLYWD SHEATHING . I I 31 B T4'I 4 IX4 FRIEZE-TYP. _ t I I --- _ a� 3 I 25 YP NCEILING „ FIXED WINDOW YV/ I I -� i HATCH b OG 5/4 X 4 PVC TRIM I I = I I 2CIL D G TRELLIS STRUCTUREI 2 $ / c'S( LL I SES SHT# PH-2 I. \ s 1/2" PLYWOOD TOP OF P I / I H5 ��'112 I�'WL�7'2T-- -_z AT EACH SIDE EVA R — — /RXIF �' OF SHEAR WALL 51DINIS - 6" TO I - ALUMINUM GUTTER - O 2X6 POST CASEDAILAIL IN IX PVC -ILLf - AEI?\ Lu W W OUPOLA A50\ D = Z \ `BI-F DO / I -- — - - — \ W TOP OF SLAB \ \ / / i' �}� ILf� ora J �—8" THK. POURED GONG. 8" THK. POURED GONG. CONe, TE Ouj FOUNDATION WALL I I FOUNDATION WALL I ! \ iZ r + LO L6. - -- - - - - - - - - - - - - - - - - - -� 0. O U. SOUTHLEV TION 2_, .OR"k T H E L T 1ALUMINUM I I I I I I I I I I ALUMINUM LVL SCALE: 1/4" = 1' -0" GUTTER - GUTTER Z SCALE: 1/4" = 1' -0" SY211 Q J W 7_8 -71_811 w Lu Ib' Q L15 e I RnJUC TERRACE J A ABOVE STRUCTUREFE 5HH#2 I 2 I CUPOLA - SEE SHT# PH-2 LASPHALT 5H I NGLE ROOF — ON 50# ROOFING FELT ON — — — — — — — 5/4" PLYWD SHEATHING - — — — — — — — — — —FLOOKrft FLAI I'-m FIXED WINDOW W/ ROOF SCALE: 1/4" = V -01' 5/4X4PVC, TRIM SCALE: 1/4" = 1' -0" ,l 611 Ib'-O" It R,UBEIER MEBRANE ROOF-_ D PVG TRELLIS STRUCTURE ON 5/8" PLYwD 5HEATHIN6 17SIE SHT# PH-2 TO GARAGE AT 1/12 PITCH EXT. LIGHT j;;73'-4" 10'-8" / UNDER G.T. I REFRIGERATOR ALUNIINUMGUTTERON - --- ---- -- -- -- - --- IX6 FASCIA 74-2X& POST CASD I1 ~- rII •;=�s.:*• rIIII ;:•�.w— — -- - CASEMENT WINDOWS 10SQ PERMA CAST J. IN IX PVC COLUMNS KM50AN t —t —'—� III' A+:�•`'-f''' W /4X4 PVC TRIM BASE AND CAPITAL III -g Wa . =aQ oWD 4 GLASS DR W/ WTBAR COLUMN-LOG SYSTEM W J 5/4X4 TRIM BY HBG COLUMNS GOVT. ATH V�wzn• u wFROM GONG SLAB TO =w 5/4 X6 APRON MAIN CARRYING BEAM No CL / THICKEN SLAB I :' ELECTRIC L J L J t I I y WITH 2-N REBAR I a ~ 1 50" 50 X 12" D FOOTING SUB-PANEL S�D G ET I ;,' L_--Jco �—8 THK. POURED GONG. - - - - ' I co - -- - --- - -- -- _ FOUNDATION WALL I I W/ 5-#2 REBAR EACH — (� WAY TO UNDISTRUBED LLi - - - - - - - - - - --- -- ----- -- -- -- ------� L--J 501L W/18" 50 PIER \� i// I IPOO ' HOUSE 11k 0 WEST ELEVATION SCALE: 114" = 1' -0" !r I 4" THK. POURED GONG. off^ \ \�\ / I I SLAB REINF. W6,xb, I ( �.v 1�`� • 4/#4 WWM I :': I /A *q•�� s ,.,_ OLA - SEE 5HT# PH-2 ij �\ // •r' I I Q( "(b rr.. ASPHALT SHINGLE ROOF / \ 8" THK. POURED GONG. NEW IXb PVC RAKE ON 50# ROOFING FELT ON I // BOARD W/ IX2 TRIM / 'DOTE ". . w. � u ` Al 3/4" PLYWD SHEATHING I / / I I FOUNDATION WALL, REINF. I r ( IX4 FRIEZE-TYP. / PROVIDE TIMER AT TOP w/(2)#5 REBAR AT'SUBPANEL FOR LIGHT,AT CUPOLA I '? I I I f 8"xib" POURED GONG. FOOTINGPROJECTNO: REINF. w/(2)#5 REBAR • I 1902 DRAWN BY: iPVG TRELLIS 5TRUGTURE ALUMINUM GUTTER ON /� \ \\`� NS SEE 5HT# PH-2 D Ixb FASCIA — �- - - - - - �� I ., L---- -- ---- -- - - -- CHECKED BY: OUTDOOR SHOWER TOP OF PLATE fir:..•� :,�::�..;r ., • : .�1'r"w .. _;`.1.�:y. e:.1. i.' :y:' I NS 2r•'t. .t) .r,v:.:1. ----- -- -- - --- - - -- - — — — — ——— DATE: SEPT. 10 201' TERRACE 141-511 14'-8" SCALE: ICOL.UMNS w/TJ50A 0" 50 PERMA T EDAR 5HINGLE I / I I6' 1/4" = 1'-0" sIDA11 b" To I - f SHEET TITLE: OUTDOOR SHOWER SEE SHT# PH-2 �\ POOL HOUSE —"/4X4ANPVG TRIM \I 15'-2" FLOOR / 18" CONC. PIER 50" SO X 12" D FO TING PLANS TOP OF SLAB I / I �-— -i W/ 5-#4 REBAR EACH ( — — — — — — — (- .,:' WAY TO UNDISTRUB D �-50" so X 12" D FOOTING I E 8" THK. POURED GONG. SOIL W/ 5-#2 REBAR EACH I FOUNDATION WALL I _ -� - - - — — — — — — — — — — — WAY TO UNDISTRUBED / —— L— — J �-� -- — LOCATION OF EXIST. TREE SOIL w/18" 50 PIER J — — ROOTS GK�ILL wir REMOVED. D. SHEET NO: - -- -- ------ - - -- -- ---- - - -- - - -- - - - I _ L ---� - -- -------- ---- ------ ---- ---- -- - 1 COMPACT FILL. EAST ELEVATION TO HOUSE/LANDSGAPE ELECTRICAL L OUT FOU T10 SCALE: 1/4" = 1' -0" LIGHTING SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" po H, REVISIONS 12/29/20 TRELLIS CUPOLA - SEE DETAILS =� ASPHALT SHNSLE ROOF 2X10 RAFTERS @16" OG - ON 30# ROOFING FELT I" SPRAY FOAM I NSUL ON 3/4"PLYWOOD SHEATHING W/R-30 BATT I N5UL X6 RAKE BD W/ ASPHALT ROOFING 5H I NGLESI X2 TRIM TO MATCH ROOF BELOW ON 12 " -� 2X2 PURLIN (P 12" OG P1/G BEAD BD 3/4" PLYWOOD DECKING ON 17 2 I/2" X 7 3/16 P1/G/ALUMINUM I'-6" SOFFIT 2x4 ROOF RAFTEI;:S. LINE OF RR ,3-11 7/8" RIDGE BM REINFORCED RAFTER ® 24" OG BEYOND CASED IN I X DOUBLE 2x4 HEADER/COLLAR q 1/2" X 12 1/8 PVO/ALUMINUM ' REINFORCED CARRYING BEAM Ix3 FASCIA FIXED I xb SOFFIT BOARDI ( 0 CASEMENT � ATTIC SPACE 0 3/4" PLYWD FL ANDERSEN AWNING WINDOW <: WINDOW >- MODEL NO. AR21 F I XED TOP OF PLATE W Ix PVC TRIM I I I G W 1/2" P1/C PANEL'S - 2-14" LVL HEADER \�-IX BUILT-UP OOH. HOUSE 2-11 7/8 L1/L HDR 2X8 GJ ® 16" OG Z 5/4 X 4 P1/GTRIM PERIMITER BM --- 0 5/8 PLYWD 5HEATI-11 NS t I TYP AT ALL 2x4 STUD WALL ON 2x4 FRAME. 10" 50 PERMA CAST 51 DES —I X4 CASING, TYP. SPRAY FOAM = W COLUMNS W/TUSCAN 11 —ILIL —ILIL I N5UL- TYPICAL j _ vj 2x6 PLATE ON ROOF j j EDAR SHINGLES 0 ~ STRUCTURE BELOW4 PANEL BI-FOLD CUPOLA SECTION 1 DOOR ON BLDG PAPER = 0 SCALE: NTS COLUMN-LOG SYSTEM 5/8 PLYWOOD \t 0- 0 BY H5$67 COLUMNS CONT. I I CA5EM N I NDOWS SHEATHING u- FROM GONG SLAB TO i 1- } _, l MAIN CARRY I NS BEAM 1 I Q r Z 32" II w U- Q W — — — — — _ — _ — — _ STONE PAVERS ON 4" 11 4" THK. POURED GONG. 5/4X8 P1/G APRON UJ � CONCRETE SLAB II 2" MIN AT DR SLAB REINF. w/6x6, 7(1 rill TO TERRACE #4/#4 MM W/TILE F.F. TOP OF SLAB • t ;i. •r'•,.;' —•.— �r-•,7!,•r,+�'� ._ —•n•+A.+r• T7.'`i •.-.• . �,. • —'-�._,�.L� r'ir'.'�' r .-.�-•—..--y .� Lrr�i -•-r �+. .s--+•�-: .-.ti_:rt .r- ! ^'>_.•sem+ i_Y ANDERSEN AWNINGS WINDOW I I :• •• ;:. -• •: ••• ' •,,• MODEL NO. AR21 - x N ; : \ • y'; :'.�° \ \ \ •• \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ m SW 11�N1 i 1�1C� /\/\/ : : „ \/ �\/\/ \ \ \ . : lo 3 \ \ RXX \ \ \ \ \ \ \ \ \ \ FOOL. r \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ y ' \ \ \ .•'.t \ \ \ \ \ \ \ \ \ \ X, Z 1\ Z 1\ CUPOLA PLAN SCALE: NTS � Z. coVQ• N ' M � r < a "Es' U I L Eff)k N Go% E Co"' T I %A"jf& Noo � W J• _ Z ? SCALE: 1/2" = 1' -0" W• " �, W o a N o q UJ- (n • N S M F co- vj1 i.. /'ROJEC O: 1902 DRAW BY: NS CHECKED BY: NS DATE: September 10, 2019 SCALE: 1/211 = 1' - 0" SHEET TITLE: POOL HOUSE SECTION & DETAILS SHEET NO: �o GENERAL STORMWATER POLLUTION PREVENTION NOTES I T FE D A'"Im A PERMANENT STORM WATER RUNOFF CONTROL MEASURE DRAINAGE CL. L TI GARAGE SLAB EL 24.8 FT SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE u.t GRADE LINE ELEVATION 23.1 FT. SCTM # 1000-128-06-02 WIRE FENCE W/ AREA OF RESIDENCE (DW-A) 0 GLEAN OUT PROPERTY: 4000 PECONIC BAY BLVD Development activities for this project will consist of: FILTER CLOTH DRY WELL AREA x RAINFALL x RUNOFF FACTOR d ADDRESS LAUREL NY 11 BA 1. Installation of temporary erosion control measures(silt fence barriers), see detail 1 &2 GRADE LINE ELEVATION±23.9 FT. GRADE LINE ELE/ATION ±23.9 FT. (DW-A) 1,0015 5F x (2/12 FT.) x 1.0 = 183 GU. FT. d , 2. Clearing of brush, trees and landscaping in areas shown on Site Plan SURFACE USE: (I) 8' DIAMETER x 6' HIGH POOL ,v I' MIN. 2' MAX. OWNER: PUNIT & SARAH MEHTA FILTER CLOTH MIN. 6" (1) 8' X 6' STORM DRAIN RING = 253.4 GU. FT. 3. Demolition of existing structures and associated building components DRAINAGE ACRES BELOW GRADE PROVIDED REQUIRED 1/4"/FT. SITE: 47 436 SQ. FT. = 1.089 4. Excavation for the new foundations and swimming pool (+/-3 ft below finished grade) 1000 a) I/8"/FT. , 5. Construction of the new foundations, swimming pool and building structure � 253.4 GU. FT. > 183 GU. FT. SEPTIC TOP OF POOL 2.0 FT. ZONING R-40 6. Construction of underground electric and utility lines from the utility pole to the buildings ) IE. +22.501 TANK POOL FLOOD ZONE: X g '\ �j� \��j\�j/\�/� DRY RESIDENCE DW-B � LEACHING 7. Construction of a new underground water line from the existing residence to the garage �/ LL x RAINFALL x RUNOFF FACTOR IE +22:2,,J 7 IE. +21.'17' BOT OF POOU8.0 i T. LOT COVERAGE' 8. Installation of the septic system TEMPORARY STORM WATER (DN-5) 1,283 5F x (2/12 FT.) x 1.0 = 216 CU. FT. PROPOSED: 8.5%control measures), see detail 1 9. Installation of on site drainage structures (permanent storm water runoffEXISTING: 6.53% USE: (1) 8' DIAMETER x 6' HIGH POOL IE. +21.6"1' GROUND WATER _ RUNOFF CONTROL MEASURE (I) 8' X 6' STORM DRAIN RING = 253.4 GU. FT. 10. Installation of underground piping from gutters and downspouts to the drainage structures PROVIDED REQUIRED 3' MIN 11. Filling and grading of soil above drainage structures EROSION & SEDIMENT CONTROL DETAIL 253.4 GU. FT. > 216 GU. FT. SURVEYOR: PECONIC SURVEYORS, PC 12. Construction of new terraces C Z AREA OF POOL HOUSE DW-C PO BOX 909 13. Construction of new driveway and parking areas including grading and driveway surfacing NO SCALE ( ) S E T I C PROFILE SO BOX 90 , NY 11971 `''� DRY WELL AREA x RAINFALL x RUNOFF FACTOR LICENSE # 49618 14. Installation of new landscaping plants, lawns as required (DA-0) 3010 5F x (2/12 FT.) x 1.0 = 65 GU. FT. (N.T.S.) 15. Removal of the temporary erosion control measures USE: (1) 6' DIAMETER x V HIGH POOL DATED: FEBRUARY 6, 2019 (1) V X V STORM DRAIN RING = 134 CU. FT. SITE DATA PROVIDED REOUIRED ELEVATIONS ARE REFERENCED 4 AIN 134 GU. FT. > 65 GU. FT. TOP OF EXISTING GRADE O Site Area: 47,436 SF= 1.089 AC TO N.A.V.D. 1989 DATUM � � >• Receiving Waters: PECONIC BAY Contractor. N/A AREA OF GARAGE (DW-D) CAST IRON FRAME AND COVER'0 DRY WELL AREA x RAINFALL x RUNOFF FACTOR GRADE (A5 REQUIRED) ir lt Ar W POLLUTION CONTROL MEASURES (DW-D) 5-10 5F x (2/12 FT) x 1.0 = 015 GU. FT. TRAFFIC SLAB EELAT10N INIAP ~ W USE: (I) 8 DIAMETER x 4 HIG ( H POOL ® Z In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and ssrTient control measures including, but not limited PLANS FOR LOG(rION5) � NORT (1) 8' X 4' STORM DRAIN RING = 168.01 GU. FT. y� �'y� CREE ti to, the following shall be employed during construction: PROVIDED DED REOU I RED 1'.,�� ti ti 168.01 GU. FT. > 015 CU. FT. G LAUREL LINKS A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means)anGhall remain undisturbed. AREA OF DRIVEWAY (DW-E) B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time thatrr;as are exposed.A maximum of 1 acre shall be DRY WELL AREA x RAINFALL x RUNOFF FACTOR COUNTRY CLUB OldW J disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kerstabilized through the use of temporary seeding (DW-E) 1,0186 5F x (2/12 FT) x 0.-1 = 232 CU. FT. _ - - as required. Seed mixtures shall be in accordance with the soil conversation service recommendations. USE: (I) 8' DIAMETER x 6' HIGH POOL ,o C. Bar - ® ® m e soils shall be seeded within _ .. . n14 days exposure,y p e, unless construction will begin within 21 days as sections areompieted,or If construction on an area Is (I) 8 X 6 STORM DRAIN RING 253.3 GU. FT. DRAINP�G1: BASIN FOR a �. PROVIDED REQUIRED Q ® ® ® ® ® ® fE9 SIZES5ff' SITE PLANSsuspended, the area shall be seeded immediately. 253.3 GU. FT. > 232 GU. FT. 3' min ® ® ® ® ® ® ® } �a. Seed preparation-scarify soil if compacted, remove debris and obstacles such as roots and stumps. Z a ® ® ® ® ® ® ® ® BAGKFII.!_MATERIALb. Soil Amendments1. Lime to ph 6.0 dl z ® ® ® ® ® ® ® ® TO BE G1.:AN SAND® ® ® ® ® ® ® ® AND GR;a/EL 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre(14 lbs/100 sq.ft.) � 4000 PECONIC BAY BLVD,c. Seed Mixtures LAUREL,NY, 11948:; (® 1. Temporary seedlings �G �� c :,;, ;; ::.:. _.; LU - LU z W a. R e rass annual or perennial) 30 lbs. per acre 0.7 lbs per 1 000 s ft. o ; Great Y 9 ( p )@ P ( p q. ) N � F oLU b. Certified "Aroostook"winter rye('cereal rye)@ 100 lbs. per acre(2.5 lbs per 1,000 sq.ft.)use winter rye if sseding in October/November. GROUND WATER a 2. Permanent seedlings-See Landscaping plans - - - - - - - - - - - Pecanic Bay D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. PERMANENT STORM WATER '9a E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systens. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. RUNOFF CONTROL MEASURE F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads.The construction entrance shall be STO R D RAI NAGE RING TYPICAL maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. 1 ST ®� G.All runoff shall be retained on site in accordlance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup NO SCALE through the use of appropriate inlet protectiion. NO SCALE H.Appropriate means shall be used to control dust during construction. I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleane,''id flushed as necessary. BY MARK MCDONALD GEOSCIENCE J.The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must bt Tried every seven calendar a SOUTHOLD, NEW YORK 11971 days and immediately after periods of rainfall greater than one half inch. Maintenance measures are to include, but an-a' nited to, cleaning of recharge TEST HOLE DATA 4/16/19, 1 PM ELEV. 23.8 basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, an f ;ig and repair of inlet protection devices. i K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste andtoxic and hazardous waste,as well as 1.0 FT. DARK BROWN LOAM OL sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with tale placement of dumpster's to control the buildup of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpster's regularly. 4.0 FT. BROWN CLAYEY SAND SC -I The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction acti�r,ties to the Engineer/Architect for revision of the �--- SWPPP where appropriate. 17 FT. PALE BROWN FINE SAND SP 06 Z DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE COMMENTS: NO WATER ENCOUNTERED o cn � - Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete septic/drainage structures, prefabricated � � building components (windows, doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures,plumbing fixtures),gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor paving materials. o o Waste materials shall include demolition materials from the existing building structure, unused building materials and products,trash from construction workers meals IJ.I J, w z w � Z W and drinks. Project site shall have a dumpster that all waste materials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. D W. � � W �N Q W. w � GT ate• M co N/0/F NEW SEPTIC SYSTEM FOR A POOL HOUSE � EXISTING (2) PRIVET PECONIC Y U) U)* N/0/F ALAN FIDELLOW, BETIi FIDELLOW - NEW 1000 GAL SEPTIC TANK (ST) NEW 4 HIGH FENCE SHRUBS TO BE REMOVED 'XI5TIN6 STEPPING BUSHMAN STEVEN JUDITH FIDELLOIV AND - CLEANOUT (POOL ENCLOSURE) r5TONES TO BE REMOVED BUSHMAN ELLEN BARBARA VERCOL.LONE - (1) 8 FT x 12 FT NEW LEACHING POOL (new LP) NEW EVERGREEN 5CREEN PLANTINGS EXISTING TREE TO 4025 GREAT PECONIC BAY BLVD 75 GRANITE SPRII'IGS RD POOL EQUIPMENT - EASTERN RED CEDAR 8" HT- NOT BE REMOVED EXISTING EXISTING DECK STRUCTURE LAUREL, NY 11948 YORK TOWN HEIGHTS NY 10598 (2) 6x4 DRYWELL5 FOR IN CONTRACT 1000-128.-3-13 8x4 DRYWELL FOR EXI5TIN&-TREE5 EXISTING BEACH STAIRS DWELLING 4030 GREAT PECONIC, BAY BLVD POOL EQUIPMENT EXISTING TREES _ PUBLIC WATER RAINWATER RUNOFF FROM GLEAN OUT 4'x6' TO REMAIN 551.64' PROPOSED NEW FENCE �'®6 �. 1000-128.-(,-1 GARAGE TO BE REMOVED � DWELLING EL. 7.1 �a o'. Sri PUBLIC WAT=R 24 / �\ �~ S15'16'00"E SPLIT RAIL FENCE 24 =0JTV=9H0YeR - "- AND GATE (POOL �� fit, •.;+'\ -IISYi `' _. ' \ ; ENCLOSURE) ��0) `` 1 EL 25.0 \ \ \ +24.1 D D x ® \ EXISTING \ �± LP x x BULKHEAD NEW UNDERGROUND ,\ ELECTRIC UTILITY LINE SIDE YARD SETBACK -ACCESSORY / _ - h 5TI�P 1Ta _ _ -- L„ �' 4 s Y 1 PROPOSED SILT �d °--`3-� FROM UTILITY POLE ON W 2 g d 23.9+ 23.9+ NEW POO \ K.KAY N eRADe, E 5 N s' FENCE DURING NEW 2 CAR -- ROAD TO EXISTING ---EXISTING DRIVEWAY W/ ALTERNATE #1 IS-O H t�-"� PR�OPOSFED NEW -� Q„ To,� \ e `� CONSTRUCTION ' OUSE ,e -9 RESIDENCE \ /- EXISTING, TRE GARAGE 2q'X40�'POOL y' '" D OS- A. C j NEW TOP LAYER OF STONE NEW UNDERGROUND TO BE REMO N g ER 550 Sf ,� '�� k"' ,; x` �? SEE DETAIL 2 RODE NO: OFA y� ELECTRIC SERIVCE TEST HOLE f +24.8 - �' a v == �q tiiyl��c��., P 1902 O 11 =s '- of _ •-•- ,'�. EL +23.8 +24.b ` ' , F 2t�-5 `, y� DRAWN BY: ..-•-• ELECTRIC LI4. ,r A� +24.1 • . - - -'_'_'-•-• EXTENT OF OILSTONE x4 APRT +24.1 % 24.6+ EXI TING S`�►` 00� \\ O�'c UT C1 ,�•� ,--, �-• \ •- -_,_•_ _ _._ ,2+ ATE ` i� F O�Q- GATE °2 ST RY '-� (STING CHECKED BY: BOLLARDS _ O •�.�' / - -•_•_ 23.5'+ DRIVEWAY •- - - - HOU E C-'p \ E I�\ G� EXI5TING NS GAS \ ---_-- -'_-- ,_• OIL• .�TQNE. .� - 4 BEDROO HOUSE 'C� "� DATE: / _ •"'•"- -• BULKHEAD Fy SEPT. 10, 2019 SPG PANEL \ _-24.0+ -- �re l I �� r RENOVATI \ \ N52'21 53 W SCALE: -9 �EXIST.R \ 1,633;sf \ - 1.51 1" - 20' 0" O 5T :S FIRST FIN, FL o \ \ 23 + ELEV 27.3 VAT P�- SIDE YARD SETBACK - PRINCIPLE 8x6 RKI GI 1 �t{. ,; !` - 5' � � _' � � � \ SHEET TITLE. �- O 0. Iv1ETER - � � 8x6 DRYWELL WITH INLET GRATE O in FOR RAINWATER RUNOFF ROM C R5 I .„-- ....•-•-• •-.'�• \ \ \ `9 O IN LINK NEW ELECTRIC SEL 25.2' \ DRIVEWAY PARKIN�_ Ate, -„ "' •- - ELECTRIC LINO _ _� GATE SITE METER PANEL � s �► 24 22 20 16 to N14'38'20"W ACTUAL 24 - - _ - - - _ - - - _ - - - - _ _ / , ' \ 543.0 PLAN EXI5TING EXISTING EXISTING A N14'48'00"W DEED N/O/F UTILITY POLE EXI5TING GARAGE HVAC EQUIP 24 26 26 UTILITY POLE �, EXISTING UNDERGROUND MARY E NOLTE AND LAUREL COUNTRY EXI5TING DRIVEWAY TO TO BE REMOVED Obi PUBLIC WATER LINE ESTATES PROPERTY OWNERS ASSOCIATION NEW ELECTRIC BE REMOVED NEW COVERED NEW 4' HIGH FENCE �' 3850 GREAT PECONIC BAY BLVD EXISTING UNDERGROUND LOCATION OF EXI5TING ENTRY PORCH (POOL ENCLOSURE) METER PANEL � 1000-128.-6-3 PUBLIC, WATER LINE SANITARY SYSTEM TO EXISTING COVERED. PORCH EXISTING FENCE TO BE VACANT _ _ _REMAIN _ TO BE RENOVATED _ REPLACED WITH NEW FENCE _ _ SHEET NO: NEW UNDERGROUND WATER LOCATION OF EXISTING DRYWELL S�, N/0/F LINE FROM RESIDENCE TO FOR 5TORMWATER ROOF RUNOFF '�'F KELSEY ROBERT D POOL HOUSE EXISTING DECK REMOVED F� 2345 ROSE WALK DR EXISTING UNDERGROUND GAS LINE PROPOSED SILT FENCE DURING ALPHARETTA, GA 30005 CONSTRUCTION SEE DETAIL 2 3790 GREAT PECONIC BAY BLVD RE P 1000-128.-6-4 DWELLING �+ PUBLIC WATER SCALE: 1 " = 20'-0" SID AND PERMIT SET 4' 12' RUBBER MEMBRANE ROOFING ON 5/4" PLYYV 3Y2" � 5HEATHING 5-IOY211 51_31 UNDER G REPRICE Tt�B CUPOLA - 51� SHT# PH-2 I I — — — — - :.�� 71 _.... PORCH R _ � I STONE _ O. NEW IX6 PVC, RAKE ASPHALT SHINGLE ROOF I I I I , PAVERS O m O ILBOARD W/ IX2 TRIM ON X30 ROOFING FELT ON I _ m 14„ SLAB H rl IX4 FRIEZE-TYP. 5/4 PLYY0 SHEATHING I I - 31 B,4TH O in zI I x 4z 3 2 6 :� = J I � _ c+l 24" SG2 � 0 = 1 I N CEILING 2 -�4T 6"' OG FIXED WINDOW YV 1 ( HATCH 5/4 X 4 PVG TRIM D I / I I I I�I 11 I `II II 2 2—�—� 1/211 PLYWOOD II TOP OFP OUTDOOR SHOWER }}g 8Y2 2 q IY2 AT EACH 51DE UJ N—GEDAR SEE SHT# PH-2 I / OF SHEAR WALL IMAiTHERALUMINUM GUTTER _ 1 2X6 POST CASED N \ / N �- IN IX PVG _ t• L / { I ouj OUP06—A AW J�D SOUTDOOR SHOWER � Z -� EE 5HT #PH-2 FOR '9 I J I _ ADD. INFORMATION SHT- \\ `B\F D% _II__5L'LRA - 1 I in O TOP OF SLAB \ \ / / WAN Aft I iL -FL N J 8" THK. POURED GONG. I 1811 THK. POURED GONG. I I I DIA GONG. PIER / 11 O TE O FOUNDATION WALL —— —— ————I I — FOUNDATION WALL I I I 3' BELOW GRADE P ZR \ O Li G. U.4 HBO SOUTH ELEVATION „ '---„ -- - -NOK In LE TIC) 6IR I I I I I I _ I I I I GUTTER 2-14 LVL W/I 8 STL PLATE SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" BY2 Q J W UJ 16' ram Q RZOOF PLAN TERRACE J A SCALE: 1/4" = 1' -0" 2 —CUPOLA - SEE SHT# PH-2 ASPHALT SHINGLE ROOF LOO FLA ON 50# ROOFING FELT ON 3/4" PLYWD SHEATHING SCALE: 114" = 1' -0" FIXED WINDOW W/ 5/4X4PVC TRIM RUBBER MEBRANE RO D ON 5/5" PLYWD SHEATHING TO GARAGE 3'-4" 10'-8" AT 1/12 PITCH EXT. LIGHTS 0 UNDER G.T. REFRIGERATOR ALUMINUM 6UTTERON I = ---- - - - - ---- -- -- -- Z• IXb F,ASGIA ® I WP ;. • _ 4-2X15 POST CASED 1 =c-: —�'," —.;————;-:► 37 / CASEMENT WINDOWS I ( r I r r _1 1 o IN IX PVC, O E E W/5/4X4 PVC, TRIM \ J I ~: ;<: O O Qom ^ WD d GLA55 DR W/ WETBAR BATH I I 13` I I I y w —I• w z W 5/4X4 TRIM ~ Q z u \ 5/4 X6 APRON \ \ I r I I I I I �: I W. a N 0 " fes: 7• Sri THICKEN SLABF- ELEGTRIG L`YJ �`I'J I I { I .>- WITH 2-#5 REBAR SUB-PANEL S/D ." E 8" THK. POURED GONG.—� I — L_——J ;•; — - - -- - -- ------ I cn cn• FOUNDATION WALL - — — — — — — _ `= -- - - - - -- - - - - -- -- - --- - - - - -- -- --- S -- - �— -- --- -- -- -- I �, I IPOO HOUSE - � II I ESQ ELEVATION ' ( �` \ I /i I I I I N of SCALE: 1/4" = 1' -0" \ `��\ 4" THK. POURED GONG. 1 .n.. 1 8� GONG. TUBE `� X10 \ \\ SLAB REINF. w/6xb I ::? 15 BELOW GRADE /` CO r.I l.ST,c, �`� OLA - SIS= 5HT# PH-2E�- II ASPHALT SHINGLE ROOF // — 8 THK. POURED GONG. NEW IXb PVC, RAKE ON 30# ROOFING FELT ON I / ` I K BOARD W/ IX2 TRIM II / MOTE I :.; 1 FOUNDATION WALL, REINF. 7C 4 IX4 FRIEZE-TYP. 5/4 PLYWD SHEATHING / / PROVIDE TIMER AT TOP w/(2)#5 REBAR � AT'SUBPANEL FOR 4 LIGHT-AT CUPOLA 8"xlb" POURED GONG. FOOTING I ,.}, I PROJ E`Cfi1V 0: REINF. w/(2)#5 REBAR I / 1902 DRAWN BY: ALUMINUM GUTTER ON NS \ I I a D IX& FASCIA - - �� OUTDOOR SHOWER I 's L -- -- ---- -- -- ------ CHECKED BY: �L4 TOP of PLATE ,..:; .J. .. :.s:. �:. .:.. .: �1;, NS '"•1 •t: I:J!•• .I•,-Y'\,.•ti•1•• •1,.�. • �)V.ti'r;Y.• •)•' II --- ------ - - -- ------ DATE: 14'-8° SEPT. 10201! Rol I TERRACE 16' SCALE: • 15'-211 1/4" = 1'-0" OUTDOOR SHON�R 16" GONG. PIER � �h 5011 SQ X 12" D FO TING SHEET TITLE: yv 5-#2 REBAR EACH SEE SHT# PH-2 / `•O`` .,1. .p:n�1 WAY TO UND STRUB D G T o `'`°° a POOL HOUSE ��I "!'< I FLOOR ��-"AAX4 Pyr, TRIM � LOCATION OF EXIST. TREE ROOTS TO BE REMOVED. PLANS TOP OF SLAB BACKFILL WITH GLEAN COMPACT FILL. 1 F---8" THK. POURED GONG. I ELECTwmmqhlCl'm'kL L VLAFM I FOUNDATION WALL I _- -_—_—_—_--_ —_ - -_ —_ —_- - - - - -__---_—_—_—_—_ --_—_ --_—_ —� SCALE: 1/4" = 1' -0" SCALE: 114" = 1' -0" SHEET NO: EAST [ i ELEVATION- SCALE: 1/4" = 1' -0" ImmPD BUILDING PERRIAIT SET CUPOLA - SEE DETAILS ASPHALT 5HNGLE ROOF 2X 10 RAFTERS 91(o OG ON 30# ROOFING FELT " SPRAY FOAM I N5UL - ON 3/4"PLYWOOD SHEATHING W/R-30 BATT I N5UL IX6 RAKE BD W/ ASPHALT ROOFING 5H I NGLES I X2 TRIM TO MATCH ROOF BELOW ON 12 PVC BEAD BD 3/4" PLYWOOD DECKING ON 1-7 2x4 ROOF RAFTERS. 1 _6LINE OF RR 3-2X10 W/2- 1/2" X SOFFIT BEYOND '1-1/2 SLT PLATES DOUBLE 2x4 RIDGE BM CASED HEADER/COLLAR N IX I x3 FASC I ALu FIXED I/2" GYP BD \ ArTTIG SPACE O I xb SOFFIT BOAR CASEMENT GLG AND WALL � \ � �; '� WINDOW 3/4 PLYWD FL ANDERSEN AWNING WINDOW �' MODEL NO. AR21 F I XED TOP OF PLATE W Ix PVG TRIM- LPLATE H ,4D 'I X13" W FOOLOUJ 2-II '7/58 LYL HDR ! 2X8 GJ 16" OG Z 5Tuj 1/2" PVC PANEL'67 5/5 X 4 PVC TRIM \_IX BUILT-UP PERIMITER BM O 5/5"PLYWD SHEATHING TYP AT ALL 2x4 STUD WALL ON 2x4 FRAME. SIDES 1X4 CASING TYP. SPRAY FOAM W LIL —ILIL N5UL- TYP I GAL J = Vd - uJ 2x6 PLATE ON ROOF _ \ EDAR SHINGLES o STRUCTURE BELOW CUPOLA SECTION DOOR EL BI FOLD \ ON BLDG PAPER = O SCALE: NTS 0A5EM INDOWS _ 5/8 PLYWOOD d O 0 SHEATHING LL i W FINE 32" `r 7ERRACoE w — — — — — — — — — — — — 4 THK. POURED GONG. 5/4X8 PVC APRON UJ 0� 2" MIN AT DR SLAB REINF. w/6x6, i 5 TO TERRACE #4/#4 WWM W/TILE F.F. z TOP OF SLAB '� II '•—.—1+-• ,_..e---+.�^ —"ti-•. _i-i-•' `.— T ;Y. '�.fL•r,l •-•- i.• '• •.w+A 4-r� T7.Ti. • —•'•'.'•._' 7Kc".°'_•i_'._' r .,4-:—;+t•- .L•r V X X ANDERSEN ANNINS WINDOW I I I i _ .••. f. \ \ X/ X// \ �-•• \ \ \\ . \\ . \\ . \\ \ \ \ \ /\/\/ •� • / / / / MODEL NO. AR2I x N \ \ \ \ \ \ \ \ \�X//\\ THK. POURED GONG.\ I m SN I MM I N .• \ \ \ \ \ \ \ \ \/ / / / / / / / / FOUNDATION WALL /Fool_ /\ \ \ \\ /\ \ \ \ : � �\ /\ \ I I 0` N\/\ \ \ \ \ \ \ \ \ \ \ \ \RE I NF. AT TOP w/(2)#5 \/\/\/\/\/\/\/\/\/\/\/\/\ :,•. / / / \ \ \ \ \ \ \ \ \ \ \ \ \ REBAR, l\\Xz \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / : •�. .:,.; .8 x 16 POURED GONG. / / / / / X�/ / / / / / / : .� :;..;.• / / \ \ \ \ \ \ \ \ \ \ \ \FOOTING REINF. w/(2)#5\ \ \ \ \ \ \ \ \ \ \ \ \ \ /\ REBAR \ \\ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \X/ \ \ \ \ \ CUPOLA PLAN / SCALE: NTS 06 Z n co <. MC t2 d INNJ �• mum I L I T I N o � y O 0 w ( QEE 2u SCALE: 1/2" = 1' -0" rpmC w• 0 Ill Lt a N o c Li w• N 2 r V n H Q I—• v cl) cA 5/4 X 6 TOP RAIL •,. /4 X 6 TOP RAIL XI LATTICE PANELr \l"XI" LATTICE PANEL 52A /4X4RAIL \ - X4 P.T. POSTS 4X4 P.T. WD �s- P05T -PAINTED _ " IX6 Y GROOVE PANEL_ N _ PROJECT NO: d1 i� /7 1902 IX6 IV, GROVE DRAWN BY:m NS BENCH WITH IX4 CHECKED BY: IPE SEAT NS i DATE: /4 X 4 RAIL d; SEPT. 16, 2019 — SCALE: T- 1/211 = I - off • A.. .s . : . • .; 3'- �2 ' SHEET TITLE: / EAST ELEVATION NORTH & SOUTH „ _ , Pool HOUSE SCALE.1/2 - 1 -o„ ELEVATION / / / / SCALE:1/2” = V -0 SECTION DETAILS \ \ \ \ \ \ \ SHEET NO: PLAN AT OUTDOOR SHOWER SCALER/2" = V -0" SECTION AT OUTDOOR SHOWER SCALER/2" = V -0" Rtin mmn PERMIT SFT WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOT .3 STRUCTURAL REVIEW 81' STEVE MARESCA/ FE FOR NALL OPENING PROTE=CTION OF 120 MPH 3-SECOND N I ND GUSTS 188-0-1 NE=ST MONTAUK H 1 GHNA1', HAMPTON BA`T'S, NY I I cf 4 ( MAXIMUM MEAN ROOF= HEI&HT: E359 SIMPSON LSTA - 20 GA6E PHONE CSI X28 cf480 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY r 1N view°�SA�GAHPRAFTER CLASSIFICATION DESIGN CRITERIA. '.� 1 • ICE SHIELD UNDERLAYMENT S i NOLE FAMILY RESIDENTIAL SHUTTER A S E I�1 B LY 1 REQUIRED - 24 FROM EDGE DES 1 GN IN ACCORDANCE WITH AMERICAN N.T.5. ✓ a'" FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN ° I CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32HEIGHT CON" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I SCRIPTIVE METHOD (OVERLAP AROUND OPENINC75 4") I 1 e AALTERNATE LTERNATE G1OPIU USE OF ASSEMBLY: 55'-0" MAXIMUM GROUND SNOW LOAD - 25 P5F. 1." I I SIMPSOT H3 FIRST LEVEL - 40 P5F. L.L. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ° I I LIVING AREAS - 40 CSF. L.L. #10x3" (w/ WASHERS) GAl_VINIZED OR STAINLE55 STEEL I i BEDROOMS - 30 CSF. L.L. 0 uj WOOD SCREW ® I6" O.G. SIMPSON A2 AURRIGANE ALTERNATIVE FASTENER FOR SHUTTER TD BUILDING: I 1 " GLIP NAILED. FROM �. #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 130 MPH MACHINE BOLT ® 12" O.G. TYPICAL ALL RAFTERS ° I 5 - Sd NAILS EACH END SEISMIC DESIGN CATEGORY - B RESIDENCE: X 1 WEATHERING - SEVERE W APA \ s 1 c EXTEND TODTOP OFOTOP O PROVIDE Sd COMMON FR05T LINE DEPTH - 36 UJ Z PLATE. NAILS a 4" O.G. AT EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY coW 1 SHEATHING. TYPE OF CONSTRUCTION DEGAY - 5LIGHT CONVENTIONAL LIGHT FRAME ROOD ICE SHIELD UNDERLAYMENT REQUIRED - YES O CONSTRUCTION = W wip uj II J �0 LTIPLE SECTION ASSEMBLY: 0 1/4" THICK BOLTS ® 2' OG 0 H II , , GENERAL NOTES a a I� I� 1 / I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY 1 1 I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE ui I I i CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. PLYWOOD SHEATHING Z I I I CONSERVATION CODE AND LOCAL AUTHORITIES. I I I 1 1 � TO OVER LAP BOX 14. TH15 STRUCTURE HAS BEEN DESIGNED IN J BEAM - TO + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY W 1� MINIMUM 28 DAY STRENGTH OF 3000 P51 CONSERVATION CODE. 1 1 I I 11 11 SIMPSON MST2"i 1 I 1 I I METAL STRAP 6A E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL Lu w 1 I I LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. I 1 1 I It 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE Q SHUTTER. /� S S E B LY i 1 I I i t DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL /`'ii I I I I I STUDS ib" o.N. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. DESIGNED AND SPECIFIED BY OTHERS. J N.T.S. I I BE A5TM FOR PANEL SPANS: 4' OR WIDER SPAN GOATS EPO PAINT. ALL CFASTENERS TO BE ET AOTM 5. BRIDGING TO BE PROVIDED FOR ALL JO I STB AND 1 1 1 I I°I FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 23/32" APA SPAN-FATED 48/24 SHEATHING GRADE PLYWOOD I I I I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 11 11 INSURANCE NECESSARY TO PROTECT THE ENGINEER 2x4 STRONG-BACKS @ 24" OG (OVERLAP AROUND OPENINGS 4 ) VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 11, (� WRAP + NAIL STRAP AND OWNER. AROUND 5ILL PLATE 4 - 8d NAILS GONBTRUGTION AND ORDERING OF MATERIALS. THIS I I I I AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L Iq. DO NOT BACKFILL AGAINST FOUNDATION WALL5 ASSEMBLY: BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. I 1 1 1/2"WIDE 5 20 6AGE LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREA55EMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I I METAL STRAP ®48" oc. STAINLESS STEEL WOOD SCREW a 12" O.G. I THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR #10x3" (W/ WASHERS) GALVANIZED OR STAINLE55 STEEL "�' "'°'`: 8d NAILS a 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 06 Z • o n ;---js :• f. WOOD SCREW � I6 O.G. .,..•t. ALTERNATIVE FASTI°EER FOR SHUTTER TO BUILDING: 2 - #5 REBAR '"''r°' `' 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND � Q • <,:;r;�1;.; 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY ti ; Aca TREATED. a.0 FT AND OVER #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) SUPPORTED BY DOUBLE UPRIGHTS,BY TRIPLE UPRIGHTSALL HEADERS TO BE STATE BUILDING CODE. .J g • c M MACHINE BOLT ® 12" O.G. '�'';i,�}''r; . NEW YORK; SEE FOUNDATION DWG. toQ O S FOR DESIGN. ::'°, Y .`' 5/8" x 12" A.B. ®48" OG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 22, ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO04 } X r, w/ FENDER WASHER. LV J •w Z W< : , 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXI5TING DWELLING REQUIRING A BUILDING PERMITU. WINDOWS - GLAZED OPENING , "��, PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THED W .�� w cl. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 Q N o PROTECTION IB RECw'UIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W • N 0 W IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E Igab AND OF ASTM 1886. AND DECKS ETC.. 00 CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NYS CODES AL50 APPLY TO ACCESSORY Q I—IN LIEU OF THE .PANELS TO BE PREC:VU TO FIIOT OVERIWINDOW5 WITH HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. c=i50 may • :° HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD P?INELS TO BE MAINJA NED oN sl-�FADER + SILL PLATE. SHALL COMPLY W/NYSBG GH�PT�R #2304.x.6 FOR THE INSPECTION OR SUPERVISION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RE5PON51BILITY OF THE CONTRACTOR. OF M- k L.S pzNAILING SCHEDULE FRAMING NOTES *J TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" aY 0»��,'\ DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.G. EXTERIOR EDGES AND 6 d a 12" o.c. 1 � ,�� c •`` . o BETTER. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. ✓ ! 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" 1PROJECT 0✓ :nh MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1902 RAFTER/TOP PLATE 3-I6d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o (loo CEILING JOIST/TOP PLATE 4-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, CEILING J015T/PARALLEL RAFTER 6-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION '7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE NAIL PLYWOOD SUBFLOOR TO FLOOR JD15T5. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: COLLAR TIE/RAFTER 4-IOd (ea. end I-I/4" strap) 6AI3LE ROOFS BLOGKING/RAFTER 4-Sd (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE NS 0 Z 10 RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: WITH DOUBLE UPRIGHTS, Q'-O" AND OVER WITH GONNEGTIONS. Q TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Sept. 16, 2019 TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) a STUD/STUD 2-I6d (PAGE NAILED) MINIMUM OF 2-2X8 OR AS 5HOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA • h HEADER/HEADER 16d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 10< O (450 _ @ 8'-0" D.G. MIN. PROVIDE 2" SPACE FOR AIR SHEET TITLE: BOTTOM PLATE/FLOOR JOIST 3 I6d (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB h BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOADAND STRUCTURAL 2 GABLE ROOFS BLOCKING/JOIST -IDd a (TOE NAILED) AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/411 0 o BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) '7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 10° o <,30 0 10 < o X45 LEDGER 5TRIP/BEAM 4-I6d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF PARTITIONS OR AS NOTED ON DRAWINGS. J015T ON LEDGER/BEAM 3-I6d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS AT AI6A PRESSURE ZONE - b" O.C. PROVIDECOMMON NAILS ® o.C. BAND JOI5T/JOI5T 3-I66 (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. 10'<' o X50 O PLYWOOD ROOF DECKING Sd @4 O.G. EDGE5, @8 O.G. FIELD "TECO" OR APPROVED EQUAL. STRIP SHEATHING Sd (ONE/RAFTER) GALVANIZED MACHINE BOLTS o 12" O.G.. SHEET NO: PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d @4" O.G. EDGES, @8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD 5U5FLOOR DECKING Sd ®6" O.G. ED6E5, @12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER.