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HomeMy WebLinkAbout43345-Z �o�oSUFFot�-coGy Town of Southold 12/19/2019 P.O.Box 1179 y � t 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40947 Date: 12/19/2019 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 955 Soundview Ave., Mattituck SCTM#: 473889 Sec/Block/Lot: 94.-1-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/4/2018 pursuant to which Building Permit No. 43345 dated 12/21/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in-ground swimming pool and spa with surrounding deck as applied for. The certificate is issued to Stritzler Family Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43345 7/1/2019 PLUMBERS CERTIFICATION DATED uth r' a Signature h�o�S�FFe��cQ TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy 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#: 43345 Date: 12/21/2018 Permission is hereby granted to: Stritzler Family Trust 51 Stirrup Ln Roslyn Heights, NY 11577 To: construct accessory in-ground swimming pool and spa with surrounding deck as applied for. At premises located at: 955 Soundview Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 94.-1-8 Pursuant to application dated 12/4/2018 and approved by the Building Inspector. To expire on 6/21/2020. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 ACCESSORY $444.80 Total: $744.80 Buildin ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 11 )-1-7 New Construction: 1/ Old or Pre-existing Building: (check one) Location of Property: 9 S-s G1- House No. Street Hamlet Owner or Owners of Property: cit- CP tm JK4A S�- Suffolk County Tax Map No 1000, Section Cf Block �� Lot C� Subdivision ``y ` lar' Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temp Certificate Final Certificate: (check one) Fee Submitted: $ L,7--Applicant Signature rof SID Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 a� roper.rich ertCa)town.south old.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Fenster (Stntzler Family Trust) Address: 955 Soundview Ave City: Mattituck St: New York Zip: 11952 Building Permit# 43345 Section- 94 Block. 1 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electrical License No: 3897-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment* In ground swimming pool and spa to include, banding, control panel, 1-pool filter pump, 1-spa jet pump, 1-spa blower,2-gas pool heaters,7-GFCI circuit breakerslow voltage pool and spa lights,pool cover motor Notes: Inspector Signature: Date: July 12019 81-Cert Electrical Compliance Form As OF SO//Ty�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATION `� Z [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION kELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ I CODE VIOLATION [ ] CAULKING REMARKS: DATE / � ( INSPECTO q SOUTyo� # * TOWN OF SOUTHOLD BUILDING DEPT. cOUrm, 765-1802 INSPECTION Y [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICALS(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE I J INSPECTOR �` oFSo� * # -TOWN OF SOUTHOLD BUILDING DEPT. °`ycouNtvN�'' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION-2ND [ ] UL-ATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL l � [ ] 'FIREPLACE & CHIMNEY [ ] FIRE--SAFETY INSPECTION ., [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] 'ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O EMARKS: axle "TVA 1) e&t11%46 V-64-p4i"s— LW h " to DATE INSPECTOR PI- -t X 1.33 Jeffrey Sands Architect February 15, 2019 Property/swimming pool and spa location: DEC 1 2 2019 955 Soundview Avenue Mattituck, NY RE: Swimming pool and Spa rebar/Grade beams with piles inspection Attention Town of Southold Building Department: Upon inspecting swimming pool and spa rebar as well as the grade beams with piles at the above mentioned property I find all to have been installed to meet current building code requirements. Sincerely, Ft ED PREY All �Cy OF NEW Jeffrey Sands Architect 6 Evergreen Lane, East Quogue, New York 11942 phone-631-375-5997, fax, 631-576-8916 email—ieffrey sands@hotmail.com I_y„?� 3 3 >a� marshall paetzel LANDSCAPE ARCHITECTURE D A n April 2019 V p � � Town of Southold Building Department APR 2 5 201 54375 NY-25 Southold, NY 11971 R''-��-'�� `'�� ?'"` TOW!OF SOU tQ�I�) To whom it may concern, UAfter reviewing the `as-built' site conditions of the permitted deck under construction at 955 o Soundview Avenue, Mattituck, NY an updated 'As-Built Deck Plan' with current conditions has been prepared. The 'As-Built Deck Framing Plan' dated 04/22/19 will be supplied to Southold Town Building Department. After my inspection I found that the footing sizes + spacing, the post sizing + spacing, the girder sizing + fastening, the ledger board sizing + fastening, and the joist sizing and fastening would indicate to me that after the deck boards, railings and steps have been installed according to code, it would be an acceptable completed deck structure to support a minimum live load of 40 Lbs per square foot and a dead load of 15 Lbs per square foot. Sincerely, Jonathan Paetzel, RLA Q- ar KaryA y J 002 7 1 ,.• Q'� �TFOF NE �O HAMPTONS: PO Box 1379 -530 Montauk Highway-Suite 203 - Amagansett,New York 11930 NORTH FORK: PO Box 478 - Mattituck,New York 11952 - 631-209-2410 www.mp(astudio.com FIELD INSPECTIOi� REP RT DATE COMMENTS \NJ b FOUNDATION (1ST) ------------------------------------ 'FOUNDATION (2ND) z 0 ROUGH FRAMING& PLUMBING y C INSULATION PER N.Y. y STATE ENERGY CODE =l 1 fieu/ • t FINAL Ilk 7'-A/ o ADDITIONAL CQMNYjNTS 1 14 Po (2. f/ c.& � — �cL B3�N>e/,G-— SCC o t z rn , ' 1S .Z / r 7 AgAo z b !N TOWN OF SOUTHOLD BUILDING PERMIT APPLICATON CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL !' Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631),765-9502 Survey SoutholdTown.NorthFo_rk.net PERMIT NO. �� � Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,201 Single&Separate Storm-Water Assessment Form DEC - 4 2018 Contact: C V "Z0 m'g-n1'" gnDt�t-e., Approved ,20 Mail to: 19 7 Disapproved a/c0 D ` PCpo,c )qsj TOWN OF 5 Phone:�� -73 -Y 7y7f' Expiration 0 DBuil i ector NOV 018 APPLICATION FOR BUILDING PERMIT G. Date 1I /c,'_7 , 201 T 0l- Y®yVlei OF S®U ` On� 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 Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) �o �0y 127 c o�� 0`/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises le-1+-Z-14 Z- hn► ��-�t� (As on the tax roll or'latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate icer) Builders License No. l�- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work wi 1 be done: House Number Street Hamlet County Tax Map No. 1000 Section q'f Block O/ Lot D Subdivision �j �1 l Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy d he rv,, I q b. Intended use and occupancy he I q!� 10 t� � i rr, n, , �o �I` '13 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 1 75' �4.�_1 r-�,, (Description) 4. Estimated Cost_ adv € _ (T0, tpaid on filing this application) 5. If dwelling, number of dwelling units L Number of dwelling units o each floor If garage, number of cars e- ; ; Z�'r;a 6. If business, commercial or mixed occupancy, specify•nature,and extent of each type of use. A- 7. Dimensions of existing structures, if any: Front 7 Rear"'`.� , _3 Depth Height ill, 3 Number of Stories 4J 1 pa, Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories l(o X 14o S P4�-L� X i -DP ch-1 i_ 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front-4 00 Rear /00 G, Depth -?i (A 10. Date of Purchase-W I (-�- Name of Former Owner 11. Zone or use district in which premises are situated epi, r e io 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 1.3. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NO q5!5 -%"-&'dv,ewAu-e 14. Names of Owner of premisesShk 4z1.e& Azrm 0kddress m c;d i-iLtcJcNy Phone Nog 17:50q /8 (1 Name of Architect Address Phone No Name ofContractort eJ�f�ann�mP�.�-� =w�c_ AddressP0L1,ojl9 r'+( ,aJSr PhoneNo(3 73it 7y7Y 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF duly sworn, deposes and says that(s)he is the applicant (Name of indivi ual signing contract) ab ve named, CONNIE D. BUNCIA Nota�rl Public,State of New York (S)He is the NO- 01 Q?I1!a1 S®Oa9 (Contractor,Agent, Corporate Officer, etc.) Qualified in Suffolk County Cominission Expires April 14, of said owner or owners, and is duly authorized top erform 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 n before me this `) day of � O ��S Notary Public Signature of Applicant 1 Scott Am Mussell , '0�°sum/rv ST0]KMWA\T]E1K SUPERVISOR MAN SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - ST®RMWATEZ MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE (FOLLOWING: Yes No (CHECK ALL THAT APPLY) ®� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. EI M B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Y C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[� E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ®[P F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Age t,Contrac Other) S.C.T.M. ": 1000 Date. S��/ � (JDistrict NAME C) Q� y�/ l - V 0 l 0 a L mime Section Block Lot LI/ � FOR BUILDING PARTMENT USE ONLY**"* Contact Information `0 I -I 3 q ff,kphm Numbs) Reviewed By: — — — — — — — — — — — — — — — — — Dau Lf_18 Property Address/Location of Construction Work: tdApproVed — — — — — — — - — — — — — — — uD -( yl e co 1�0�_ for processing Building Permit. Stormwater Management Control Plan Not Required. i ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 �1fF0t ��' BUILDING DEPARTMENT-Electrical Inspector C3OF SOUTHOLD .�: Town Hall Annex- 54375 Main Road - PO Box 1179 d ��o� Southold, New York 11971-0959 -Telephone (631) 765-1802 - FAX (631) 765-9502 roger:richertintown sDuth6ld'ny:U-s, APPLICATION FOR ELECTRICAL INSPECTION,. REQUESTED BY:, Bob Burns Date; 3/13/19 1 Company Name: Paul Bums"Electrical Contractors Inc. Name: Paul R Burns Jr License No.: 3897-ME _ - email' "pburnsjr@optonline.net =- Address: PO-Box 1061 Southold,NY 1-1971 Phone No 631-365-4735 JOB SITE.INFORMATION: (All Information"Required) Name: Fenster 5r j Ll,--r) Address: 955 Soundview Ave Mattituck,NY 11952 Cross Street:. Saltaire Way - Phone No.: BIdg.Permit#: -- email:- :_ - Tax Map, District: 1060 Section: Block:" _ Lot:. I. BRIEF DESCRIPTION OF WORK(Please Print Clearly) Pool wiring Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?:, YES/ NO Issued On . _ Temp Information: (Ail information required) ServiceiSize 1 Ph • 3 Ph Size: _, - A #Meters. Old Meter# New Service=Fire Reconnect'= Flood Reconnect-Service Reconnected -Underground-Overhead #.Undergrpund Laterals 1 2 H Frame Pole Work done"on;Service?. Y N ,Add itiorial1nforination: 3 T •PAYMENT:D.UE-'WITH-APPLICATION 82-Request for Inspection Fonn As FENSTER-STRIZLER • O's go ° RESIDENCE 955 Sound View Avenue, Matfit uck, New York 6x6 ACQ POST f ' 1 EXISTING GROUND 16"DIAM. FLOOR DECK+STEPS CONCRETE PIER TO REMAIN 36"MIN.BELOW GRADE(TYP.) 4x4 ACQ POST 16"DIAM.CONCRETEPIER CJ 36"MIN.BELOW GRADE e 2x10 ACQ DECK JOISTS @ 16"O.C. marshall poetzel LANDSCAPE ARCHITECTURE (2)2x10 ACQ GIRDERS TIED TO LOWER LEDGER BOARD NORTH FORK HAMPTONS WITH JOIST HANGERS 5175 Route 48 PO Box 1397 j Mattituck,NY 11952 530 Montauk Hwy,#203 ( j Amagansett,NY 11930 ( 1 j 2x10 ACQ LEDGER BOARD phone: (631)209-2410 fax: (631)315-5000 TWO SIDES OF SPA TIED email: mail@mplastudio.com TO GUNITE WITH x8" ANCHOR BOLTS EMBEDDED IN CONCRETE O I @ 36"O.C.MAX.WITH oz a (2)2x10 ACQ EXISTING COMPOSITE SPACERS W m SURVEYOR: BETWEEN WOOD+ z Peconic Surveyors P.C. GIRDERS GUNITE SPA CONCRETE 00 P.O. Box 909 a W 1230 Traveler Street > Southold, NY 11971 U)O Office: (631) 765-5020 X ( W ( 1 2x10 ACQ RIM JOIST FASTENED TO 2x10 ACQ 2x10 ACQ RIM JOIST(TYP.) LEDGER BOARDS WITH JOIST HANGERS(TYP.) O ( (2)2x10 ACQ ® PROPOSED 1 GIRDERS ( 1 EXISTING RESIDENCE (2)2x8 ACQ BASE HEADER EXISTING � GUNITE POOL PROPOSED(4)2x12 ACQ 2x10 ACQ DECK STAIR STRINGERS @ 16" JOISTS @ 16"O.C. i O.C.(TYP.)TO LAND ON 12"x45"CONCRETE PAD A SECTION AB B POURED TO FROST DEPTH ( 1 SITE DATA: SCTM# 1000-94-01 -08 Lot Area: 35,201 SF (or.808 acres) 2x10 ACQ LEDGER BOARD I TWO SIDES OF SCREENED PORCH TIED TO 2x10 ACQ DECK it CONCRETE FOUNDATION JOISTS @ 16"O.C. WITH 2'x8"ANCHOR BOLTS EMBEDDED IN CONCRETE @ 36"O.C.MAX.WITH 2x10 ACQ LEDGER BOARD THREE COMPOSITE SPACERS ( SIDES OF POOL TIED TO GUNITE WITH NOTES: BETWEEN WOOD+ 2'x8"ANCHOR BOLTS EMBEDDED IN CONCRETE CONCRETE @ 36"O.C. MAX.WITH 1. Existing conditions based on survey COMPOSITE SPACERS BETWEEN prepared by Peconic Surveyors P.C. dated WOOD+CONCRETE October, 16th 2012. 2. This drawing is for the purpose of EXISTING SCREENED (2)2x10 ACQ GIRDERS TIED obtaining permits only. NOT FOR PORCH FOUNDATION TO LOWER LEDGER BOARD CONSTRUCTION. WITH JOIST HANGERS 3. Unauthorized alteration of this plan is a violation of NYS Education Law. 6x6 ACQ POST 16"DIAM. CONCRETE PIER 36"MIN.BELOW ( 2x10 ACQ DECK (2)2x10 ACQ GIRDERS TIED TO GRADE(TYP.) JOISTS @ 16"O.C. LEDGER BOARD WITH JOIST REVISIONS © ( 1 1 ( 1 HANGERS DATE DESCRIPTION 4/22/2019 REVISED TO REFLECT AS-BUILT CONDITIONS 4x4 ACQ POST 16"DIAM.CONCRETE PIER 36"MIN.BELOW GRADE EXISTING ELEVATED DECK TO REMAIN s e a / �O 1�.AA,N DSCgA ��Q- gran Kar�A �9 c� n d m� C� 2x10 ACQ LEDGER BOARD TIED W ? " c m = TO GUNITE WITH 2'x8"ANCHOR BOLTS EMBEDDED IN CONCRETE * FUTURE CABLE RAILING 36"O.C.MAX.WITH ��"= ? 2x10 ACQ DECK @ q JOISTS @ 16"O.C. COMPOSITE SPACERS BETWEEN 02 71 0.1 ih WOOD+CONCRETEO .(O� �' vEN 2x10 ACQ RIM JOIST TITLE: (2)2x10 ACQ GIRDERS(TYP.) w 6x6 OR 4x4 ACQ EXISTING POST(TYP.) GUNITE POOL PROPOSED DECK CONSTRUCTION NOTES: > -SEE PLAN FOR - DECK FRAMING LUMBER (POSTS, BEAMS, JOISTS, LEDGERS, BLOCKING, ETC.)SHALL BE SOUTHERN PINE, GRADE#2 OR BETTER AND SHALL BE PRESSURE TREATED ACQ. F.G. LOCATIONS F.G. -ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHORS, AND EACH JOIST SHALL ALSO BE ANCHORED TO GIRDER(S). 16"DIAM.CONCRETE AS-BUILT - GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS. PIER(TYP.) o - POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 16" DIAMETER CONCRETE PIER WITH SIMPSON PB66 POST BASE SECURED WITH (2) 1/2"X 8" BOLTS WITH WASHERS &NUTS. M DECK PLAN -CONCRETE FOOTING TO BE A MINIMUM OF 36" BELOW GRADE, AND CONCRETE PIERS ON FOOTING SHALL BE A MINIMUM OF 6" ABOVE GRADE. PILING+GRADE BEAMS FOR POOL SUPPORT -ALL HARDWARE AND FASTENERS (JOIST HANGERS, POST ANCHORS, MECHANICAL FASTENERS, NAILS, SCREWS, BOLTS,ETC.) SHALL BE GALVANIZED WITH G-185 COATING OR BE STAINLESS STEEL. 1'-4" DESIGNED BY OTHERS -ALL DECKING MATERIAL SHALL BE 5/4 BOARDS ATTACHED TO EACH JOIST WITH A MINIMUM OF (2) RING SHANK 8D NAILS OR 2-1/2"SCREWS. TYP' - INSTALL 2X4 DIAGONAL BRACING BOLTED BETWEEN THE BEAMS AND TWO SIDES OF THE SUPPORT POST AT A 45 DEGREE ANGLE. L j - INSTALL 2X10 ACQ BLOCKING BETWEEN JOISTS AT MID-SPAN, AND ADDITIONALLY AT 4'-0" OC ALONG THE LENGTH OF THE RIM JOIST. - INSTALL A STRIP OF METAL STRAP TIE SWAY BRACING DIAGONALLY ACROSS THE TOP OF DECK FRAMING BEFORE INSTALLING THE DECK BOARDS. -INSTALL LATERAL LOAD CONNECTION DEVICES, METAL HOLD DOWN STRAPPING AND HURRICANE CLIPS TO MEET CURRENT BUILDING CODES. 0 2 4 - INSTALL GUARD RAILS AND HANDRAILS TO MEET CODE AND ADD ADDITIONAL BRACING FOR STIFFNESS. Scale 1/4"=1'-0" DRAWN BY: (C T.KENNISTON 04CTliON AB rJHPEACKED BY. S —2Secton SCALE:1/4"=1'-0 DATE:12/20/2018 5[z�i� REVISED:4/22/2019 SHEET 1 OF 1 FENSTER RESIDENCE 955 Sound View Avenue, Mattituck, New York APPROVED AS NOTED DATE, B.P.#.......................... 33yS FEE: BY: NOTIFY BUILDING DFPARTM T 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE `— EXISTING UTILITY POLE(TYP.) 2. ROUGH - FRAMING & PLUMBING marshall poetzel N/O/F ELLIOT& EXISTING OVERHEAD 3. INSULATION REBECCA P. LEIDER WIRES(TYP.) 4. FINAL - CONSTRUCTION MUST LANDSCAPE ARCHITECTURE EXISTING FENCE TO I _ � BE COMPLETE FOR C.O. REMAIN(TYP.) _ - 00, ALL CONSTRUCTION SHALL MEET THE NORTH FORK HAMPTONS ON_W — REQUIREMENTS OF THE CODES OF NEW 5175 Route 48 PO Box 1397 YORK STATE. NOT RESPONSIBLE FOR. Mattituck,NY 11952 530 Montauk Hwy,#203 100'SETBACK FROM� � X----X Z DESIGN OR CONSTRUCTION ERROR hone: 631 209-2410 Amagansett,NY 11930 TOP OF BLUFF � _ � l-X-- 362.33' �. - _---X X e X-_--X .----- — — s. p ( I COASTAL EROSION HAZARD LINE ` _`- ----X fax: (631)315-5000 FLOOD ZONE LINE \ __X�- ` X email: mail@mplastudio.com _ --X--X--x_ __-- - - - - - COMPLY WITH ALL CODES F X x X _ _ 1 TOP OF BLUFF o ___ -X-----X----X o POOL OVERFLOW BASIN ` NEW YORK STATE & TOWN C S19 43 20 E X X - - - - _ ,n BOTTOM OF BLUFF X ��� �� _ - - ® PROPOSED TO BE FLUSH WITH lel O �, AS REQUIRED AND CONDITIOP' EYOR' ' -- -- ' PROJECT LIMITING S I H O ' conic Surveyors P.C. \ �- - ® O N SILT FENCE-AREA GRADE COVERED WITH P.O. Box 909 MEAN HIGH WATER �� PROPOSED POOL o GRATES+PEBBLE IT 7 �.•� ' OF DISTURBANCE Q °a, z _ EQUIPMENT o Traveler Street Dir ��"� -- EXISTING WOOD 4700 SF • 0 \ 8 - DECKS TO REMAIN - - hold, NY 11971 -- -SEE DETAIL 1 IN 3 - PROPOSED 4"SDR 1" _ 1 W S ( .I TEE'--Office: 631 765-5020 \ � 35 DRAIN PIPE 89' 00 ( ' X(49.5) x(So.7) X(490) ❑ ® RELOCATED X( UNDERGROUND 7 \, I - PROPOSED PROPANE TANK O ELECTRICAL ' © 5'-6"x 12, \ O Q EL 1 SP NEGATIVE \ 0 X149.4'1 tn INSPECTION! REQUIRED \ -- - EDGE+ \ i EXISTING EXISTING CONCRETE o Z OCCUPANCY OR APPROXIMATE AREA OF COLLECTION , \ EXISTING SEPTIC SYSTEM PROPANE TANK TO COURT TO REMAIN PROPOSED POOL ! BE RELOCATED � ; \'.. _--- TO REMAIN CODE COMPLIANT - TROUGH \ , USE IS UNLAWFUL .or 11 -- EXISTING WELL WITHOUT FENCE CERTIFICAT'� , � + PUMP HOUSE TO � � O \ - EXISTING O I EXISTING X,525, BE ABANDONED OF OCCUPANCY DECK TO PROPOSED \ POOL WALL TO BE AT LEAST rn1 ?"" "_ '" 11 I REMAIN RESIDENCE ' O PROPOSED V' �s"; r ` 16'x40, v' S:dea �t s OEN,LOS- POOL TO CODE + � WO D DECK \ 4'ABOVE GRADE TO ACT AS CLOS-UPON COMPLETION \ ENCLOSURE � l I EXISTING WOOD POOL \ + -THIS SIDE OF POOL ONLY _ 1(a�) (� , ) \ ( ) - BEFORE "WATER" � 3'-6"TO 8' X 49.3' �� WALKWAY AND x s4- � x(bo.r) EXISTING WOOD DEPTH i STEPS TO REMAIN WALKWAY AND EXISTING ' O ' STEPS TO REMAIN x(ss.b) © ` Pp PROPOSED 8'x4' EXISTING GRAVEL DRIVEWAY DRIVEWAY EXISTING EINTRY PILLARS L s RETAIN STORM WATER RU" FF EXISTING / POOL BACKWASH _ APRON TO PURSUANT TO CHAPTER 2'' 2 1 I X( x(59 TREE TO BE DRYWELL . TO REMAIN AND BE USED AS REMAIN TO REMAIN X(5,.P) FFE(60.9) OF THE TOWN CODE, X(s s) i i PROPOSED WOOD DECK REMOVED -SEE DETAIL 2 CONSTRUCTION ACCESS ROAD \ ' ® (59.4')x X)60.4') (TYP.) - x(51 )x(50.4') 1 I X(52.7) SITE t DATA I � 1150) o I I EXISTING C) i x(se.4') -® RETAINING WALL ® SCTM# 1000-94-Ol -08 v \ DECKS TO - EXISTING � ^'„ EXISTING TRE T REMAIN (52) Lot Area: 35,201 SF (or.808 acres) EXISTING WOOD SECTION OF W y I \ REMAIN SOH, in TO REMAIN(TYP.) O E N � ` + _ POLE EXISTING UTILITY • WOOD WALKWAY .. O © O BE REMOVED STEPS AND O ; BULKEHAD TO � � 'i \ i T � - p \ REMAIN 0-0 TO DRIVEWAY )(—��--- -�( Isar r X(1 - n— Z ' � � '� '�_ EXISTING OVERHEAD 352.54 O \ym� WIRES(TYP.) NOTES: 1 ' EXISTING UTILITY POLE(TYP.) 1. Existing conditions based on survey � � o � �� prepared by Peconic Surveyors P.C. dated ctober, 16th x119 25 10 W 2. 22.. This drawing 01 or the purpose of a obtaining permits only. NOT FOR CONSTRUCTION. 3. Unauthorized alteration of this plan is a N/O/F ADRIENNE IRIS violation of NYS Education Law. \ LANDAU REVISIONS DATE DESCRIPTION #4 STEEL REINFOFCED DEPTH <5'_O" - W-0" HORIZ. 10"o.c. 10"o.C. s e a l VERT. 10o. J 5"o.c. FLOOR 10 o.c. EACH WAY F PRECAST CONCRETE LEGEND p arl DOME a SDR 35 PVC 6"X 6" TILE FACING f PROPERTY LINE INLET PIPE SEE PLAN FOR GRADE 3 W 18'-0"MAX. C.to C. PIPE SIZE 2'-0" TOP OF DRYWELL • :. ,' _ TOP OF BLUFF MAX (SEE PLAN FOR :.... OF< SDR 35 PVC ELEVATION) BACKFILL 3'-0"MINIMUM e J WATER UNE <</`r ✓wy ` E OVERFLOW PIPE ❑ ❑ ❑ ❑ ❑ AROUND DRYWELL WITH Q r Ut SEE PLAN FOR ❑ ❑ ❑ 1 4"-1 1"MEDIUM COARSE BOTTOM OF BLUFF TITLE: PIPE SIZE ❑ ❑ ❑ ❑ SAND/GRAVEL (3) #4 BARS CONT. Co `o� '0 �o� " ❑ ❑ ❑ ❑ ❑ PRECAST CONCRETE BOND BEAM ALL • . M - - - COASTAL O ARD LINEEROSION `- �� SEE PLAN FOR DEPTH STORM DRAIN RING " 4- Q o AROUND TIES 10 o.c. ° ❑ ❑�E] NOTES: POOL PERMIT PERSPECTIVE VIEW r MARBLE DUST ANISH GEO TIED DTILE WIRE FENCING ❑ ❑ ❑ 100' BLUFF SETBACK WIRE FENCE 48" 2"x4"OPENINGS ❑ ❑ ❑ ❑ ❑ 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. c COVERBOX WATERLINE S80.C.CE POST ❑ ❑ ❑ ❑ ❑ " " " -- ------- ------------------------------------ FLOOD ZONE LINE EXISTING COMPACTED SOIL #4BARS RADIUS VARIES 6 TO 24 DECK DECK SITE PLAN 25'-0" MAXIMUM DEPTH BELOW GRADE �� ON SHALLOW END 1 1---- -" GRAD GEOTEXTILE d 25" AND UP ON DEEP END I SHALLOW END TO BE BURIED 2' co -0" 2'-0"MINIMUM ABOVE GROUND WATER a •- SEE TYPICAL GUNITE DEEP END - - MEAN HIGH WATER IN GROUND, MIN SEE PLAN FOR WIDTH s SHOWN GRO ND WATER LIN PNEUMATICALLY PE POOL WALL SECTION 63 Nle N-RTEABLE S IL 2'-0"MAXIMUM ACCESSCHIMNEY IF NECESSARY APPLIED CONCRETE �- _i-t V � ( ) -a DETAIL+STEEL �C 6-0" SCHEDULE NOTE: MIN DRYWELL TO BE INSTALLED AS PER STATE AND 13'-0" 15'-0" X(75.0') EXISTING SPOT ELEVATION MAXIMUM DRAINAGE AREA THICKNESS OF WALL 40'-0" 0 8 16 1/2 ACRE / 100 LINEAR FEET CLEAN MEDIUM SAND AND GRAVEL- RATEABLE SOIL LOCAL CODES VARIES 6" TO 8" MIN. COARSE FILL (5) EXISTING CONTOUR Scale 1/16"=1'-0" OgSoe JECT LIMITING SILT FEINCE PRECAST CONCRETE DRYWELL .3 TYPICAL GUNITE POOL WALL SECTION 4 POOL PROFILE MEAN HIGH WATER DRAWN BY: T.KENNISTON ction Not to Scale Section Not to Scale Section Not to Scale Section SCALE:1"=10'-0" CHECKED BY: S P_ ® EXISTING TREE TO REMAIN D• TE:12103/2018 21 L V DATE:1 2/0 312 01 8 EXISTING TREE TO REMAIN REVISED: SHEET OF 1 FENSTER RESIDENCE 955 Sound View Avenue, Mattituck, New York EXISTING GROUND FLOOR DECK+STEPS TO REMAIN 7'-32' 10'-12" 9'-3" 9'-3" r -t r 1 r 1 r , r 1 qz 3 --n,= FF ® L J L J L J L J L 2x10 ACQ DECK JOISTS @ 16"O.C. marshall poetzel LANDSCAPE ARCHITECTURE NORTH FORK HAMPTONS 2x10 ACQ LEDGER 5175 Route 48 PO Box 1397 BOARD TWO SIDES OF Mattituck,NY 11952 530 Montauk Hwy,#203 r , r r SPA TIED TO GUNITE Amagansett,NY 11930 WITH 2'x8"GALVANIZED phone: (631) 209-2410 L J L L J J-BOLTS EMBEDDED IN fax: (631) 315-5000 CONCRETE @ 16"O.C. email: mail@mplastudio.com WITH COMPOSITE SPACERS BETWEEN WOOD+CONCRETE SURVEYOR: (2)2x10 ACQ PROPOSED 2x10 ACQ RIM JOIST GIRDERS GUNITE SPA FASTENED TO 2x10 ACQ Peconic Surveyors P.C. LEDGER BOARDS WITH P.O. Box 909 JOIST HANGERS(TYP.) 1230 Traveler Street$OUthOld, NY 11971 1 r r -� Office: (631) 765-5020 r I I I I I L J L L- L. J L-----------------------i 2x10 ACQ RIM JOIST(TYP.) D 2x10 ACQ DECK JOISTS @ 16"O.C. D E C 2 C 1 J I (2)2x8 ACQ BASE HEADER ® EXISTING RESIDENCE I r 1 r T 1 r 1 TOWN OF SOUY11Z).,..7 I I I I (4)2x12 ACQ STAIR STRINGERS @ 16"O.C. (TYP.)TO LAND ON 12"x45" CONCRETE PAD POURED 2x10 ACQ RIM JOIST(TYP.) (2)2x10 ACQ PROPOSED TO FROST DEPTH GIRDERS GUNITE POOL TJA SECTION AB B SITE DATA: r 1 r 1 SCTM# 1000-94-01 -08 Lot Area: 35,201 SF (or.808 acres) L J L J a o> NOTES: r- --� I- -1 1. Existing conditions based on survey 14 prepared by Peconic Surveyors P.C. dated October, 16th 2012. L J L J 2. This drawing is for the purpose of obtaining permits only. NOT FOR 2x10 ACQ DECK 2x10 ACQ LEDGER BOARD THREE CONSTRUCTION. JOISTS @ 16"O.C. SIDES OF POOL TIED TO GUNITE 3. Unauthorized alteration of this plan is a WITH 2'x8"GALVANIZED J-BOLTS violation of NYS Education Law. EMBEDDED IN CONCRETE @ 16" O.C.WITH COMPOSITE SPACERS BETWEEN WOOD+CONCRETE 2x10 ACQ DECK (2)2x10 ACQ GIRDERS TIED TO REVISIONS O r 1 r 1 JOISTS @ 16"O.C. r LEDGER BOARD WITH JOIST I I I I I HANGERS DATE DESCRIPTION L___j L_ t_j I- _j L. _j L 9'-3" g�_3�� 6x6 ACQ POST 2 12"DIAM.CONCRETE PIER 24"x24"x12"CONCRETE FOOTING 36"MIN.BELOW GRADE(TYP.) EXISTING ELEVATED DECK TO REMAIN s e a / C'4P K r/p '9•Q 2x10 ACQ LEDGER BOARD TIED 0 j„' ' _ m TO GUNITE WITH 2'x8" GALVANIZED J-BOLTS EMBEDDED NEW CABLE RAILING IN CONCRETE @ 16"O.C.WITH o COMPOSITE SPACERS BETWEEN S>1 0027 �0�� WOOD+CONCRETE '4TF OF NES 2x10 ACQ RIM JOIST 2x10 ACQ DECK JOISTS @ 16"O.C. -- ---— - -- (2)2x10 ACQ GIRDERS(TYP.) TITLE: U) PROPOSED W 6x6 ACQ GUNITE POOL DECK CONSTRUCTION NOTES: j POST(TYP.) - DECK FRAMING LUMBER (POSTS, BEAMS, JOISTS, LEDGERS, BLOCKING, ETC.)SHALL BE SOUTHERN PINE, GRADE#2 OR BETTER AND SHALL BE PRESSURE TREATED ACQ. F.G. F.G. DECK PERMIT -ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHORS, AND EACH JOIST SHALL ALSO BE ANCHORED TO GIRDER(S). 12"DIAM.CONCRETE = PIER(TYP.) o PLAN -GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS. 9 -POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12" DIAMETER CONCRETE PIER WITH SIMPSON PB66 POST BASE SECURED WITH (2) '/2"X 8" BOLTS WITH WASHERS &NUTS. 24"x24"x12" PILING+GRADE BEAMS -CONCRETE FOOTING TO BE A MINIMUM OF 36" BELOW GRADE, AND CONCRETE PIERS ON FOOTING SHALL BE A MINIMUM OF 6" ABOVE GRADE. CONCRETE FOOTING FOR POOL SUPPORT -ALL HARDWARE AND FASTENERS (JOIST HANGERS, POST ANCHORS, MECHANICAL FASTENERS, NAILS,SCREWS, BOLTS, ETC.) SHALL BE GALVANIZED WITH G-185 COATING OR BE STAINLESS STEEL. (TYP.) L2'-0"j DESIGNED BY OTHERS -ALL DECKING MATERIAL SHALL BE 5/4 BOARDS ATTACHED TO EACH JOIST WITH A MINIMUM OF (2) RING SHANK 8D NAILS OR 2-1/2"SCREWS. TYR - INSTALL 2X4 DIAGONAL BRACING BOLTED BETWEEN THE BEAMS AND TWO SIDES OF THE SUPPORT POST AT A 45 DEGREE ANGLE. -INSTALL 2X10 ACQ BLOCKING BETWEEN JOISTS AT MID-SPAN, AND ADDITIONALLY AT 4'-0" OC ALONG THE LENGTH OF THE RIM JOIST. -INSTALL A STRIP OF METAL STRAP TIE SWAY BRACING DIAGONALLY ACROSS THE TOP OF DECK FRAMING BEFORE INSTALLING THE DECK BOARDS. -INSTALL LATERAL LOAD CONNECTION DEVICES, METAL HOLD DOWN STRAPPING AND HURRICANE CLIPS TO MEET CURRENT BUILDING CODES. 0 2 4 -INSTALL GUARD RAILS AND HANDRAILS TO MEET CODE AND ADD ADDITIONAL BRACING FOR STIFFNESS. Scale 1/4"=1'-0" DRAWN BY: 1 STION AB CH C EIDS BON EC J.PAETZEL S P-2 Section SCALE:114"=1'-0" DATE:12/2012018 REVISED: SHEET 1 OF 1