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42240-Z
��Q�SUFFOt,f�OGy Town of Southold 6/22/2018 P.O.Box 1179 a' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39727 Date: 6/22/2018 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 308 Park Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-7-7.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/14/2017 pursuant to which Building Permit No. 42240 dated 12/14/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: DECK ADDITION AND ALTERIONS INCLUDING FINISHED BASEMENT TO AN EXISTING ONE FAMILY DWELLING, AS APPLIED FOR The certificate is issued to Sokol,Marc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42240 01-02-2018 PLUMBERS CERTIFICATION DATED 12-18-2017 Bad iecuch 0orhiz ignature SVFFn� TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY y Og' 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#: 39317 Date: 10/27/2014 Permission is hereby granted to: Sokol, Marc & Sokol, Deirdre 965 Cedar Point Dr E Southold, NY 11971 To: Alteration to an existing single family dwelling as applied for. At premises located at: 308 Park Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-7-7.3 Pursuant to application dated 10/21/2014 and approved by the Building Inspector. To expire on 4/27/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 $250.00 Building Insp _ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY y 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#: 42240 Date: 12/14/2017 Permission is hereby granted to: Sokol, Marc 100 Harbor Dr Palm Harbor, FL 34683 To: Alteration to an existing single family dwelling as applied for. Replaces BP# 39317 At premises located at: 308 Park Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 123.-7-7.3 Pursuant to application dated 12/14/2017 and approved by the Building Inspector. To expire on 6/15/2019. Fees: PERMIT RENEWAL $100.00 AMENDMENT TO PERMIT $614.00 Total: $714.00 Building Inspec r Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. __2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: Hous Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot 3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: /V/� Underwriters Approval: Planning Board Approval: NI1 W Request for: Temporary Certificate Final Certificate:X (check one) Fee Submitted: $ 101 Applicant Signature SO(/rg,®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road cls Fax(631)765-9502 P.O.Box 1179 ® Q roger.richert(a-town.southold.ny.us Southold,NY 11971-0959 lyc®UNT`19� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sokol Address: 308 Park Avenue city,Mattituck st: New York" -zip: 11952 Building Permit#: 42240 Section: 123 Block: 7 Lot: 7.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Ftractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat OIL Duplec Recpt 97 Ceding Fixtures 25 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 14 Smoke Detectors Main Panel A/C Condenser 4 Single Recpt Recessed Fixtures 129 CO Detectors Sub Panel A/C Blower 4 Range Recpt 30A Fluorescent Fixture 3 Pumps Transformer Appliances Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect Switches gg Twist Lock Exit Fixtures 9 TVSS Other Equipment: 26 ft. of Lighting Track, 6- Paddle Fans, 6- Bath Fans, Electric Cook Top, 1- Range Hood, 100A "TELSA" Charger, 17 Combination GFCI - ARC•Fault Circuit Notes: Breakers,16-ARC Fault Circuit Breakers, 1- GFCI Circuit Breaker. 20 KW Standby Generator. Inspector Signature: Date: January 2, 2018 0-Cert Electrical Compliance Form.xls o��o1i so�r�ol Town Hall Annex Telephone(631)763-1$02 54375 Main Road Fax(611),765,95-02 P.O.Box 1179 G Q Southold,New York 11971-0959 BUILDING DEPARTMENT D T - v D OWN OF SOUTHOLD D EC 1 9 2011 TOWN OFSOUTROLD CERTIFICATION Date: Building Permit No. Owner: 6rK So k0 (Please print) Plumber: Brad 101;2v6A (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. v (Plumbers Signature) Sworn to before me thisa�A day of 20 CONNIE D.BUNCH Notary Public, SCounty Notary Public,State of New York No.01 SU6185050 Qualified in Suffolk County, Commission Expires April 1,4,21Z)L _J gip! • �o yco ,N .. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION-' ' [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION " [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ^` n [ ] CAULKING REMARKS: DATE INSPECTOR /)4-lq r4f so C.- com, TOWN OF, SOUTHOLD BUILDINGDEPT. 765-1802 IINSPEC PON - I FO "DIATION I ST ROUGH PLUMBING 0 UNDATION 2ND INSULATION U F Mi C RAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: Alf DATE INSPECTOR aso Cb co TOWN OF SOUTHOLD BUILDING DEPT. 7654 802 INSPECTION FOUNDATION- I-ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION L J ELECTRICAL (ROUGH) ELECTRICAL (FINAL) DE VIOLATION CAULKING REMARKS: DATE INSPECTOR \ t Lj 0F SOUTy�Io UOUM`l,N��o . TOWN OF SOUTHOLD BUILDING PT. 765-1802 INSPECTI N [ ] FOUNDATION IST [ ] RO GH PLUMBING [ ] FOUNDATION 2ND [ ] 1 SOLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 41 G � - DATE INSPECTO7R V f S0(/l�,ol TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION, = [ ] FOUNDATION 1 ST [ ] ROUGH UMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: J DATE Z2146 62 INSPECTOR OE SO(/ly�lo CA NV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] iNSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC L (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: cz CMAL041:,� V �gc+ Y 0 i �'I✓ f 0 - 04, --b� • I�V DATE L INSPECTOR OF 50UTyolo COUM`I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOF V` D [EC[EGv[2 �re�K G R E�j� � SUN e 7 2018 TOWN OF SOUTHOLD June 5, 2018 This is to certify that the work performed at 308 park av, Mattituck in April 2015 has been sprayed with foam insulations with R Values as follow: SOKOL INSULATION BASEMENT 1- Supply and install 2" R14 Closed Cell on exterior walls 2- Supply and install 2" R14Closed Cell on ceiling FIRST FLOOR 1- Supply and install 2" R13Closed Cell on exterior walls and R15 kraft face 2- Supply and install R13 unface at interior walls, R 19 Ceiling kraft face on ceiling SECOND FLOOR 1- Supply and install 2" R13Closed Cell on exterior walls and R15 kraft face 2- Supply and install R13 unface at interior walls, R 19 Ceiling kraft face on ceiling ROOF RAFTER FIRST FLOOR Supply and install 10" R38 open cell spray foam ROOF RAFTER SECOND FLOOR Supply and install 6" 22 RV open cell spray foam PROPERLY COVER TO ALL HVAC unit,Windows, Doors and any other before job start Fire caulk accord with local town code „ Spray foam to windows and door gaps Glendis A Office Manager i i i I I SPFA PCP I CERTIFIED INSULATION INSTALLLER e 1 FOAM•IT•RIGHT`S S 00372 `' ' Z..Z9^IkE CONSTRUCTION ELI CONSTRUCTION 631-8695171 infoQeliconstruction.com June 21, 2018 D 1490 William Floyd Parkway Suite 106 PROJECT NAME : SOKOL Df Shirley NY ADDRESS: 308 Park Ave Mattituck NY JUN 21 2018 11967 INSTALLED ON APRIL 2015 BUILDING DEPT. DESCRIPTION OF INSULATION T®Wx Ojr SOyjOLD ROOF RAFTER Supply and install 10"open cell spray foam 38 R VALUE EXTERIOR MALL Supply and install 2"Closed Cell 13 R VALUE on exterior walls and R15 kraft face INTERIOR WALL Supply and install R13 unfaced at interior walls, 19 R Value Ceiling kraft face on ceiling BASEMENT 1-Supply and install 2"Closed Cell on exterior walls R 13 Value 2-Supply and install 2"Closed Cell on ceiling R 13 Value Fire caulk accord with local codes and Spray foam on all windows and door gaps. Sincerely ELI CONSTRUCTRION I i COMMENTS M WA ol PLUMING /In► STATE ENERGY r • r � 11 I_ WI' _ �s� t L Ii , i PI M� � Ir/Almoom-fimmiff kris i �i `i•' ` ' ' • - • WAWA �� ��� ♦ '!l'e. -�' � • as ' MAX i) r r {`A G 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 � � � 1 __7 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate 2 Storm-Water Assessment Form C Contact: Approved ,20 Mail to:,V/C//l�e5L .e/l�dG Disapproved ac .3Z/i¢/lzef, 4e,QjWA&Iv /W Phone: Expiration ,20 nn . - 1 C E v E Bur mg n cto OCT 2 1 2014 APPLICATIONFORBUI, ING PERMIT •BLCG DEPT - Date '• - 9f/3 , 20 /¢ TOWN OF SOUTHOLD 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.• - . , I I ` , . ' 11 1 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. ignature of applicant or name,if a corporation) P1 e66YMA N,V /l 90/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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. Z,_qJ> Plumbers License No. � Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section ��,�' Block 7 Lot 7, 9 r Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 206M Vy 01_ b. Intended use and occupanc8F�'>2%5A1, '4L 3. Nature of work(check which applicable): New Building Addition Alteration X' Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ONX C/ Number of dwelling units on each floor OA1Lr If garage, number of cars 17" C2) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front /00, 7 fr Rear /OD. 7 677 Depth 43.4 F77 Height ,77, 8 ,,A7' Number of Stories 7'Wo 2 lsZFA7'XA_ C�r>� Dimensions of same structure with alterations ora additions: Front /00. ? FT Rear fT. Depth 45:4 AT Height ?7 1 ,rIrNumber of Stories O ) S. Dimensions of entire new construction: Front A11A Rear Depth r c= Height Number of Stories 9. Size of lot: Front Z Rear .Z4a?. 77 Depth a,4, 5; 9 7 Zv�Z86 S6/Y,) 320.68 w r3 D.P/vLdl�Y 10. Date of Purchase ///ZGl4 Name of Former Owner C)W &A /, j9�Y 11. Zone or use district in which premises are situated ,7 6 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—X 13. Will lot be re-graded? YES NO )e Will excess fill be removed from premises? YES NO 11.4lec 0A.1-rI IOR14 MAI-OL- 965 14.Names of Owner of premises Address A011TWel,C�,I/-Y.//9'/Phone No. Name of Architectp P9l4ge0,3'/Cv�✓ o/VC. Address Phone No 9/? 6,:rg �0® Name of Contractor 7,010 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 >e NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: 1 COUNTY OFJ7lJ9 W, ) A. &&/ VA ale, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.13UNCIA (So is the fig&ENT hlotllu public state of New York (Contractor,Agent,Corporate Officer, etc.) AR o�81J6185050 Qti alified in Suffolk County of said owner or owners, and is duly authorized to perform or have performed theC�8r01Pd_n o ma�Celand?fil-e7 his 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 Tc day o 20 l�- , Notary Public Signature of Applicant Scott A. Russell °,51di Ir 5TO RIMMA ]EIK SUPERVISOR (G 1EI� 1ENT I��1[A\1�A\ SOUTHOLD TOWN HALL-P.O.Box 1179 "' 53095 Main Road-SOUTHOLD,NEW YORK 11971 0 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) D®IF.S THIS IPROJFG'I� INVOLVE ANY OF THF, 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. Flo B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[0 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 t f erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain 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. - - -------------- S.C.T.M.---- -- --- -- APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) #: 1000 ate District NAME: /AIW '' c.nno''� /2 —� /_J �✓ r,mi -`� Section Block Lot ,�rc°`" ' FOR BUILDING DEPARTMENT USE ONLY Contact Information. /44—x.77- fiaepbone Number) Reviewed By: Date: Qom_ Property Address /Location of Construction Work: — — — — — — — — — — — — Approved for processing Building Permit. — — Stormwater Management Control Plan Not Required. F] Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 1 SMCP-TOS MAY 2014 APPLICANT S.C.T.M.#: 1000 (Property Owner,Design Professional,Agent,Contractor,Other) —' -- tz_Q /r CHAPTER 236 !23 9 7.3 Stormwater Management Control Plan CHECK LIST vi�e,� NAME: /�/C�/•/�� lC/M.�1C'/G Section Block Lot S M C P -Plan Requirements. Provide ONE copy of the Building Permit Application. n.vnni Date: * The applicant must provide a Complete Explanation and/or Reason for not providing T P R /f� / y / all Information that has been Required by the following Checklist! ben 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. O of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing-& Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'lntervals) 0 g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). 0 M, Location of all proposed erosion&sediment control measures. 2. Stormwater lvlanagement Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(29 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a, Erosion & Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. . infiltration basins,swales,etc.) -I m-ENGINEI-"RING DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: I SMCP has been approved by the Engineering Department. E �� FORM * SWCP Check List-TOS MAY 2014 Michael J.Domino,President �\&0f SyO Town Hall Annex John,M.Bredemeyer III,Vice-President �� l0 54375 Route 25 P.O.Box 11 Glenn Goldsmith J [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone (631) 765-1892 D - ��r� � Old' �� Fax(631) 765-6641 UNVI FEB _ 7 2018 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1442C Date: January 17, 2018 THIS CERTIFIES that the as-built 1 714sa ft wood deck attached to seaward side of dwelling,• as-built 61 9sq ft hot tub on a 345 8sq ft patio and 3' wide stone walkway from deck to bulkhead; install a proposed 16'x32' in-ground swimming pool,• install a proposed 1,454.5sq.ft. bluestone patio with 215sq ft pergola-, install approximately 730 linear feet of 8' high deer fencing and 252 linear feet of 4' high wood picket fencing with gate; and for a proposed bluestone fire-pit area landward of ton of bluff with the-condition that a Trustee will flag the top of the bank, that the non-native plants be removed; to establish and perpetually maintain a non-turf buffer area from the landward edge of the bulkhead to the top of bluff, as delineated by the Board of Trustees; At 308 Park Avenue, Mattituck Suffolk County Tax Map #1000-123-7-7.3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 27, 2016 pursuant to which Trustees Wetland Permit#8935 Dated December 14, 2016,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the as-built 1 714sa.ft. wood deck attached to seaward side of dwelling-, as-built 61 9sq ft hot tub on a 345 8sq ft patio and 3' wide stone walkway from deck to bulkhead; install a proposed 16'x32' in-ground swimming pool,• install a proposed 1 454 5sq ft bluestone patio with 215sq ft pergola; install approximately 730 linear feet of 8' high deer fencing and 252 linear feet of 4' high wood picket fencing with gate; and for a proposed bluestone fire-pit area landward of top of bluff with the condition that a Trustee will flag the top of the bank,that the non- native plants be removed;to establish and perpetually maintain a non-turf buffer area from the landward edge of the bulkhead to the top of bluff, as delineated by the Board of Trustees The certificate is issued to MARC &DEIRDRE SOKOL owners of the aforesaid property. m a Authorized Signature ^� rAI IVfI DEC PERMfT,.N M(iE �-6' 'J � �� ��� ��' EFFECTIVE DATE 7 FACILiTY/PROGRAM NUMBERS) O z LO`•' io I PERMIT EXPIRATION DATES) Under the Environmental �} Conservation Law V 6 TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate A tle -gRrro,tion �� Ce•C 608 at r Du ❑ ouaters � " i Article 27, Title 7; 6NYCRR 360: Solid Waste Management O Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES Supply ❑ Article 27, Title 9; 6NYCRR ❑ Article 19: Air Pollution 373: Hazardous Waste Management ❑ article 15, Title 15: 'dater Control Transport ❑ article 34: Coastal Erosion ❑ Article 23, Title 27: Mined Management ❑ Article 15, Title 15: Long Land Reclamation Island Wells ❑ Article 36: Floodplain Article 15, Title 27: Wild, C1 Article 24: Freshwater Wetlands Management ❑ Scenic and-Recreational Rivers ❑ Articles 1, 3, •17, 19, 27, 37; ® Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO I^ C- I� o l TELEPHONE NUMBER ADDRESS OF PERMITTEE CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY LOCATION OF.PROJECT/FACILITY COUNTY TOWN WATERCOURSE - !NYTM,CCGIORDINATES • DESCRIPTION OF AUTHORIZED ACTIVITY: 4-1C,e 74j, PI � m .. ly �•r p / J�/��`�'`�� 4' wni. 'Zr �.0 e �+ 1 ��� ! fi fh d/ I. I 71cU k--Q -1 j�''� / a Ill ✓L �j�'����lll )J_�P b—b t,� azv r By acceptance of-this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. t - IPE >� DMIHISTRAPOR: y1 }b Int ADDRESS �� � �+� Bldg. #40, SUNY Stony Brook, NY 11790-8-54- AUTHORIZED SIGNATURE DATE Page AM v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Row Facility DEC ID 1-4738-04475 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: := Facility: MARC SOKOL SOKOL PROPERTY. 308 PARK AVE 308 PARK AVEJSCTM,-1000-123-07-7.3 SOUTHOLD,NY 11.971 MATTITUCK,NY 11971 Facility Application Contact: MICHAEL A KIMACK PO BOX 1047 SOUTHOLD,NY 11971-1047 (516) 658-6807 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: NYTM-N: Latitude: Longitude: Authorized Activity: Installation_of a wood,picket fence and work to establish plantings seaward of the "Top"of the Slope" is authorized. The area landward of the_"Top of the Slope" is beyond Article 25 Tidal Wetland jurisdiction.- All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 02-07-2017. Permit Authorizations. Tidal Wetlands -Under Article 25 Permit ID 1-4738-04475/00001 New Permit - Effective Date:-2/7/2017 Expiratiori-Date: 2/6/2022•- NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the-ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:JOHN A WIEL 'ND,-Depu®Reator Address: N S jrY@ S y Brookl50 CS on Bro ,NY 790 -34Authorized Signature: ated 1q/ Q T r Page 1 of 5 r NEW YQRK STATE DEPARTMENT OF ENVIRONMENTAL'CONSERVATION Facility DEC ID 1-4738-04475 Distribution List MICHAEL A KIMACK Marine Habitat Protection JOHN A WIELAND Permit Components NATURAL RESOURCE PERMIT CONDITIONS' GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice-of Commencement-Atleast 48 hours prior-to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,'the bottom portion of the form must also be signed and returned, along with photographs of the completed work. ' 3. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 4. Equipment, Material Stored-Away from Crest of,Bluff ,The storage-of construction equipment and materials shall be-confined to upland areas landward of the crest-of the bluff or hill. 5. Clearing'For Boardwalk The ground area cleared for construction of a path or boardwalk is limited to a maximum width of six feet. The path or boardwalk itself is limited to a maximum width of four feet. 6. Stairway Design Projects involving the repair or replacement of an existing stair way or walkway, or sections thereof shall not exceed the width of the existing structure as depicted on the approved plans or a maximum of four feet whichever is greater. 7. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. Page 2 of 5 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Row Facility DEC ID 1-4738-04475 8. State May Order Removal or Alteration of Work If future operations by the State of New_York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification'of the watercourse hereby_aiithorized shall not be completed,the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the'State of New York on account of any such removal or alteration. 9. State May.Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 10. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended'solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints,-eoncrete, leachate or any other environmentally deleterious materials associated with the project. 11. Conformance With Plans All activities authorized by this permit must be in strict conformance ` with the approved plans submitted by the applicant or applicant's agent as.part of the permit application. Such approved plans were pr 2Q 14 stamped NYSDEC approved on 02-07-2017. yJ 12. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by'the-State for the conservation or'improvement of'navigation, or for other purposes, and no claim or right to compensation shall-accrue.from any such damage. , GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable Hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to-determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401,(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department'. Page 3 of 5 r NEW YQRK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Nor Facility DEC ID 1-4738=04475 A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days`before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right-to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b.' failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a-material change in-environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit,conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permit's are-transferrable unless specifically prohibited-by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 4 of 5 NEW YQRK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04475 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,-to-the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts-,or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee: Item C: Permittee Responsible.for Obtaining Other Required Permits The permittee,is responsible'for obtaining any other permits,,approvals, lands, easements and rights-of; way.that-may be required to carry out the-activities that are authorized by this permit. _ ' r Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the, riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 95-20.1 (8/87•)-9d New York State Department of Environmenta- ] Conservation Aok. NNW h' _ . The Department of Environmental Conservation (DEC) has .issued permit(s). . pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and - extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to . the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number I'qq * 11 3 �® � ' ROGER EVANS Expiration Date 216121D= NOTE: This notice is NOT a permit I , Mike Kimack From: Paul Schmalz [paul@propeIlord esign.com] Sent: Sunday, September 14, 2014 6:40 PM To: Mike Kimack Subject: Sokol 308 Park Ave, Mattituck - Building permit scope of work Sokol - 308 Park Ave, Mattituck-'Building Permit Scope of work Roof Remove existing asphalt shingle roof and replace with Western Red Cedar taper sawn shakes. Repair any existing plywood sheathing. Cover entire roof with Iee and Water Shield. Installation to cedar shakes follow Cedar Bureau installation instructions for costal installations. All stainless fasteners. Flashing per code. Siding ; Remove existing cedar perfection shingles and replace with Western Red Cedar taper sawn shakes double dipped with bleaching stain. Repair any existing plywood sheathing. Cover first 4' with Ice and Water Shield and the rest with 301b felt, Installation to cedar shakes follow Cedar Bureau installation instructions for costal installations. All stainless fasteners. Flashing per code.• Exterior Trim Replace all wood trim with Azek. Flashing per,code. Interior Trim Replace existing wood trim with new wood finger jointed pre-primed 1" x 4 base and 1" x 8" base Windows Replace all existing,windows with Anderson Architect Series Storm Watch windows with Low E4 Impact- Resistent glass. Wrap all window flanges with Ice and•Water Shield. Flashing per code, Exterior French Doors Replace all existing french doors with Anderson Architect Series Storm Watch french doors with multipoint locks with Low,E4 Impact-Resistent glass. Wooden Front Door Replace all existing front door with Rogue Valley fir doors set and transom with multipoint locks with Low E4' Impact-Resistent glass. Kitchen Replace existing kitchen cabinets, surfaces,and fixtures with'new per plan. All electric and plumbing to code, Master Bath Replace all existing fixtures, vanities and surfaces with new. Location of fixtures to remain the same. Replace any existing the with new, Paint. All electric and plumbing to code, Guest Baths Replace existing vanities and fixtures. Location of fixtures to remain the same. Replace all existing tile with new. Paint. All electric and plumbing to code. Living Room, Kitchen and Foyer Floor Remove existing tile. Replace any damaged sheathing. Level all floors if needed. Install new pre-finished 3/4" tongue and groove hardwood flooring. Main Stairway Replace existing wooden railings and spindles with new (slightly heavier) wooden railings and spindles. Location to remain the same. All railings and spindle spacing to code. All work to be completed by April 2015. Paul Schmalz Propellor Design Inc cell 917-658-0300 paulgpropellordesi n com 2 ' - AVENUE N 85.3100" E A `.' e. PAP - 20.14 ,EDGE OF PAVEMENT POLE Y5 ONl O. N MCN. 792-00' TO MARRATOOKA FOUND PIPELn n r m 1J I / cN31 O. OFENCE + o SURVEY OF PROPERTY zo o SITUATE MATTITUCK — N TOWN OF SOUTHOLD oo� SUFFOLK COUNTY, NEW YORK K f ` S.C. TAX No. 1000-123-07-7.3 SCALE 1 "=30' 1 FEBRUARY 11 , 2014 — AREA = 84,979 sq. ft. 1 (TO TIE LINES) 1.951 aG. ' �vTtUTY y, POLE N ry r � 1 STIP P FENCE �' CERTIFIED T0: MARC S. SOKOL z DEIDRE SOKOL 1 FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC m1 I 9. £ 11 11 I 1 1 O N iUN1oRgls MELV ISENSTEI� 9�' rtr 5b T �AFty L 255• FC.UIIG 't y'4 FULE N V Q HEDGE ROW' - t r. m 8.35 N 7 AMP O rn 1 #p05T f Z O 2. t� f I 1 Ola T DPNEWnf bt`i , O N � SzpwE m� urnITY r roppvL ` <'a i PotE N5 e �1 BELGIAN 6LOi'% ® b C1 SCAT WALK y o ©LOCM CURB ALY, 1 � c0 ROOF OVER 10A9 � 1 O•� SLATE STOOP STEPS L l5 3 it 11 vVi ` 22.5' 22 6 � _ m aD 3 O ' - o �;_(UNITS31 A1P C' t Z Z ` � m o & GARAGE 1 i STORY FRAME HOUSE ,.; ) \ TO THI,:,SUED ALS A VIN OR AS F m > £ I SECTION 7209SUP E OFSTHE VNEW 710oRij STATE G EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING �. L OR 40 3' \ N I5 t' _ 1 $ EMBOSSED SEALTHE LA14D S SHALL INOTOBEEC.ONSIDERED a _ o TO 8E A VALID TRUE COPY. 66 3 10�: -:"1-4 £ SLATE o /�%�,/// ./�' CERTIFICATIONS INDICATED HEREON SHALL RUN WALK �� wop6 DECK. I ONLY TO THE PERSON FOR EHAL THE THE � /; IS PREPARED.AND ON HIS EEHALF TO THE 1f WO,�p /,IN` TITLE COMPANY,COVE RNMENTAL AGENCY AND CYTS I"o STEP \�"/�'�///�" LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LEIJOWG INSTI- Y I I TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. � II WE'L—, THE EXISTENCE OF RIGHTS OF WAY I I f DY/ EASEMENTS NOT SHOWN TARE FN OTC ORD. IF ANGUARANTEED. I I� I 4 / -,LAG 1 r� POLE f PREPARED IN ACCORDANCE WITH THE MINIMUM I I STANDARDS FOR TITLE SURVEYS AS ESTABIJSHEO f FORHE SUCH USESBe THEPNEWVED ND AD6YORKSTATE BLAND TITLE ASSOCIATION- 0 g? t E3LKH WOOD 81JLKHFAD \ WOOD _BULKHEAD O.L. o0D —L—_ 6± Q _ I 8K STEPS —� WOOD I 0 N I.1'E I STEPS o —WOOD BULKHEAD J I C � N.Y.S. Lic No. 50467 BEACH AREA FOR BATHING I = & BOATING PURPOSES 1 o wooD DULY HEAD _._—_ _ c (DEEDED RIGHTS TO OTHERS) BLKH. Nathan Taft Corwin III - ------ 0 1.8'w. N 85"18'09" W _ TIE LINE Land Surveyor 95.37' ��°� ON�gRUARr G11�PARENT HIGH ,____-- CP HIGH WATER MARK 3 19 W 201a WATER MARK 110.20' S 88°01'49" W 0� v J(7A Title Surveys — Subdivisions — Site Plans — Construct%on Layout 80.99' z U! Fax (631)727-1727 V PH G�� 7, P�'CO�jIC BA ONE (631)727-2090�JMAILING ADDRESS OFFICES LOCATED AT 1586 Main Road P.O. Boy 16 Jamesport, New York 11947 Jamesport, New York 71947 15'-0' -11' 10'-4' 10'-0 o Q - o ti 74'-0' 4 '4 io in N V- J2'17 9'-0' 7VL�7 DECK PLAN 2X10 P.T.LEDGER 0" 0 P.T.LEDGER 2X10 P.T.LEDGER 4= .POST .T_ _ _ _ 44P.T.POST (2)2X10 P.T-CONTIN000S J 2X10 P.T.LEDGER 2X10 P.T.LEDGER 4X4 P.T.POC T 4X4 P.T.POST 4X4 P.T.POST 04 P.T.POST � 2X10 P.T.LEDGER 2X12 P.T.STRINGER J J (2)2710 P.T.CONTINUOUS J J CV O _m l� 0 H n: o _o 12'0 SONOTUBE PIER 4X4 P.T.POST 4 4 P T.P ST U (TYPICAL) 2X12 P.T.STRINGERS 16'O.C. o too 0 J (2)2X10 P.T.CONTINUOUS Z � 0 0 a: a _0 0 N 4X12 P.T.STRINGERS @ 16'O.C. T.POST 4X4 P.T.POE � _ _ lX=P. LX_P._POST 4=.T_POST �4=.T=OST__ r_X4=.T_POST _ 14=4=.T.=OS44P .P ST J (2)2X10 P.T.CONTINUOUS ` ` J ` (2)2X10 P.T.CONTINUOUS J J J (2)2X10 P.T.CONTINUOUS J 12'0 SONOTUBE PIER (TYPICAL) e 2X12 P.T-STRINGERS @ 16'O.C. REVISIONS DECK FRAMING PLAN °F Nod � co, ,©�,,'�� CIO Plans are prepared by Condon Engineering,P.C. It is a violation of the New York ' State Education Law,Article 145,Section 7209,for any person unless acting under k ' `� 446; the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the pRosSti��P�•.� item his/her seal and the notation'Altered by'followed by his/her signature and the `�„ date of such alterations,and a specific description of the alteration. Scale: 1/4*V-0• Condon Engineering, P.C. SOKOL RESIDENCE 308 PARK AVENUE Drawn by:JJC 1755 Sigsbee Road MATTITUCK, NEW YORK OF Mattituck, New York 11952 Date: 12/4/2017 (631)298-1986(631)298-2651 fax www.condonengineering.com DECK PLAN a5°31 '00" E • 4 • .\ • a PARK AVENUE DRAINAGE CALCULATIONS: GENERAL NOTES N 20• °\ THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2"RAINFALL IN EDGE OF PAVEMENT •, a .' '• 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO I EXISTING AND PROPOSED 8 DIAMETER DRYWELLS PROVIDING 42.24 CF PER VERTICAL FOOT OF POLE #5 STORAGE AND EXISTING 4'DIAMETER DRYWELLS PROVIDING 8.7 CF PER VERTICAL FOOT OF THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD. ��- CONC. MON. FOUND 792.00' TO MARRATOOKA ROAD-------*" STORAGE. THE DESIGN IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0,PATIO � - 1.0,AND DRIVEWAY 0.7. 2. TOPOGRAPHIC AND BOUNDARY INFORMATION FROM SURVEY BY PIPE •° m v NATHAN TAFT CORWIN III LAND SURVEYOR DATED JANUARY 31„2017. DRAINAGE AREA"A" Z • `� " S.C. TAX N o. 10 0 0- 12 3-0 7-7.J� STORAGE REQUIRED: 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF j m e „ , DRIVEWAY AREA 5,190 SF X 0.70 X 2"112=606 CF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE SCALE 1 =30CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON o THESE PLANS IS ACCORDINGLY NTHECCF ELpAL AND MUST BE CONFORMED Un cc AREA = 84,979 sq. ft. ACCORD O (TO TIE LINES) 1 .951 ac. STORAGE PROVIDED: 606 CF/42.24=14.3 VERTICAL FEET REQUIRED 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN STORAGE PROVIDED: (18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, L m m m Wp00 STAKE USE 3-8'0 DRYWELL-5 VF EACH=15 VF>14.3 CF STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. r S� A fpr DRAINAGE AREA STAY �° = NOTES: "B" w000 0 z \ FENCE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL o aW' A 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM STORAGE REQUIRED: NECESSARY PERMITS BEFORE COMMENCING WORK. EXISTING ELEVATIONS ARE SHOWN THUS: DRIVEWAY AREA: 3,197 SF X 0.70 X 2712=373 CF nc� z EXISTING CONTOUR LINES ARE SHOWN THUS: 0 0 o F.FL. - FIRST FLOOR 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN z z m G.FL. - GARAGE FLOOR STORAGE PROVIDED: ACCORDANCE WITH VILLAGE,COUNTY,STATE AND FEDERAL LAWS, p TB - TOP OF BULKHEAD a> ° BB - BOTTOM OF BULKHEAD 373 CF/42.24=8.8 VERTICAL FEET REQUIRED CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR �t e = OTOOFLTM WALL DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL STORAGE PROVIDED: NOT BE BURIED ON-SITE. ° I p USE 2-8'0 DRYWELL-5 VF EACH=10 VF>8.8 CF 7. ALL DRAINAGE PIPING MATERIAL TO BE ADS N-12 PERFORATED 1 DRAINAGE AREA"C" POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN APPROVED • ° 1 WOOD STAKE HAYBALES BOUND STRAW BALES STORAGE REQUIRED: EQUAL. PIPE SHALL HAVE A MINIMUM OF 12"OF COVER. STAKE ' O t24/NAGE/NLET(IYPJ ROOF AREA: 1,259 SF X 1.00 X 2"112=210 CF w000 ° I PATIO AREA: 394 SF X 1.00 X 2"/12= 66 CF 8. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES uT1un ■ ■ 276 CF TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF POLE NSA { ,• FLOW FLOW STORAGE PROVIDED: SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE P EXISTING STORAGE PROVIDED: METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND y y 1-4'0 X 4'DEEP DRYWELL=4 VF X 8.7 CF/VF =42.3 CF MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO FLOW- yx 1 -8`0 DRYWELL-6 VF EACH=6 VF X 42.24 VF/CF=253 CF THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROLO. =295.3 CF>276 CF FENCE 0 8w. m.. 1 2X2 WOOD TWO REBARS,STEEL PICKETS, 'w ,\ DRAINAGE AREA"D" 9. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL OR STONE AS STAKES(IYP.) OR 2"x2"STAKES DRIVEN ��/� / SHOWN ON THE FRENCH DRAIN SECTIONS COMPACTED TO 95% (SEE BEDDING 2'INTO GROUND.FIRST ` `/� FACE STORAGE REQUIRED: MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT AS A Il DETAIL ROOF AREA: 1,200 SFX 1.00 X 2"112=200 CF DETERMINED BY STANDARD PROCTOR TEST. =I sEr ) STAKE DRIVEN AT ANGLE BEDDING DETAIL 4° :L w,pp STAKE TOWARDS PREVIOUSLY LAID STORAGE PROVIDED: STRAW BALE INLET PROTECTION DETAIL STRAW BALE.DRIVE STAKES 10. ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT sET �1 -4 EXISTING STORAGE PROVIDED: w000 STAKE m FLUSH WITH TOP OF BALE tit I"" STEEL REINFORCEMENT TO WITHSTAND AASHTO H-20 TRAFFIC LOADING NOTES: t 1 -4'0 X 4 DEEP DRYWELL=4 VF X 8.7 CFNF =42.3 CF ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO THE SITE 1 -8'0 DRYWELL-6 VF EACH=6 VF X 42.24 VF/CF=253 CF AND SITE CONDITIONS AS SHOWN ON THE PLANS. z I 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR t t , =295.3 CF>200 CF ae AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. ANGLE FIRST STAKE TOWARD DRAINAGE AREA"E" 11. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI 1 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES PREVIOUSLY LAID BALE t �, �' STORAGE REQUIRED: CONCRETE AND SHALL BE DESIGNED,CONSTRUCTED AND INSTALLED 1 AND PLACED SO THE BINDINGS ARE HORIZONTAL. t ROOF AREA: 1,316 SF X 1.00 X 2/12=219 CF TO SUPPORT AASHTO H-20 TRAFFIC LOADING. (� PATIO AREA: 1,428 SF X 1.00 X 2'/12=238 CF 1 Flow t t '" 457 CF 12. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES Y " STORAGE PROVIDED: STRUCTURES DETAILING THE STEEL REINFORCEMENT AND PROVIDE WOOD STAKE OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH �,. sET 1 _- „ ' _ EXISTING STORAGE PROVIDED: CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE wOOO STAKE I TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH " x 1 -8'0 DRYWELL-4 VF EACH=4 VF X 42.24 VF/CF=169 CF ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. WITH THE BALE. ' O ° _"'� Y__----'"--- 457-169=288 CF/42.24=6.8 VERTICAL FEET REQUIRED 13. MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST A.O 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE _ STRUCTURES DELIVERED TO THE SITE MEET ALL REQUIREMENTS OF • MADE PROMPTLY AS NEEDED. STORAGE PROVIDED: THE TOWN OF SOUTHOLD. MELON IS ORPis N USE 1 -8'0 DRYWELL-7 VF EACH=7 VF>6.8 CF & MARY E 55.97' �T1L,n 58 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS ANCHORING DETAIL L PIPE o POLE N -" SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. �0 o ` STRAW BALE DIKE DETAIL to yNI a A z SEE PRECAST STRUCTURE NOTES FOR A ROA REINFORCING REQUIREMENTS. o = NEDGE ROW Gps� 1 o v_ o o r1 jl EXISTING O { r� m , N -78035 OD ° R "cE �° r m TRENCH DRAIN B� v o .o GROUND SURFACE OR / INSTALL DUMMY RINGS AND/OR DOME AS HEAVY DUTY MANHOLE pSED PRNA SOILS WITHIN 12"OF PAVEMENT PAVEMENT SUBGRADE NECESSARY TO BRING PROPOSED ON �pUTII SIDE HED ,AMP 1 u1 ^ (WHERE FRAME AND SLOTTED COVER FENCE 'POST t, O SUBGRADE COMPACTED TO 95001APPLICABLE CAMPBELL FOUNDRY CO. i N z.e N' rte_. • 1 y y o ) \ STRUCTURE TO GRADE PATTERN No.1383 OR SOLID V o DRYWELLA-1 TOAD ° r' �, OF MAXIMUM DENSITY 0 8 X 5 DEEP DRYWELL PROPOSED 11 '• .,� ,: 1 .. ° tv SET STAKE \ \ \ \ ( I MIN.2 BRICK MANHOLE COVER PATTERN _ COURSES No. 1012A-TYPE C OR AN PER`nOUS 1 o f1 w000 APPROVED EQUAL. DRIVEWAY . ' .Q 1 ,.0 m x \ \ \/ •'. •'.••'. \/%/% CONCRETE COLLAR t ° • �p • DRYWELL&1 TO B-2 \\//�/\\//\ " /\\//\\// ° ° '' DRAINAGE AREA"B" 8'0 X 5'DEEP DRYWELL 1 Ma 1. c \\/\\/\\/\ •.SOILS IN EXCESS OF 9 BELOW PAVEMENT SUB-: li AS NECESSARY FINISHED GRADIf a. Q •.4 a . ,. - ',oR1v£wAY. • ' ` °' ' ' b� /%\\ '. :'. •. •.::.GRADE COMPACTS TO 90°� :•': //%\�/%\\// 01 °. stpNE I O \//\//\��/" . •. •. •. •. •'. •'. •'. //\//\/ P Y TO - __ ° I b o N POLE NSC DRAINAGE AREA°A'\ •�tIE- Ewe o Lu \j\\\/\\\/\ \\j\\/// LEACHING BASIN NOTES: / 24" Z " •< ° ';I 13LUESTONE o a \//\///\///\ .':•'':•':•'..•'': / DISTURBED o m x o 2 %/%/% /%/ EARTH SEE It CO 4 - EX.DRYWELL D•2 WALK �_ \\,\\,\\, :::..::. FINAL BACKFILL ':'. •':• /\\,\\/ 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED LL 1, a'a X 4'DEEP DRYWEL EX ROOF DRAIN(1 YP.) y { > \\//\\//\\ ::'TO BE PLACED IN•'• \//\\//\ IN ACCEPTABLE LEACHING SOILS AS APPROVED PRECAST 8" 1 f ROOF OVER 1oa�' 1 000 12"LIFTS PLAN VIEW STRUCTURE M - / BLUESTOE STOOP _ - J o-� \\j\\j\ \\j\\j\ BY THE ENGINEER. IN THE EVENT POOR LEACHING 12°9 OR e. ; . , 1 y /i\/i\/i //i/i CORRUGATED NOTES FOR OR ir0� DRAt .AGITiNSPECTIONS ARE REQUIRED 1 ti 1 & STEPS _ PROP• WOOD PICKET FENCE ' x.o \\//\\//\\ . :. /\\j\\\ MATERIAL IS ENCOUNTERED,EXCAVATION IS TO �� � R® ,\ 3. P�, t �� \/�\/�\\ j/\/ OLYETHYLENE PIPE(BY BE CONTINUED TO SUITABLE MATERIAL AND REINFORCING 2,3 OR 4 FOOT SECTIONS Cont t TOS Engineering at 765-1560 befo e I° • •a. • `.. 1 N 2z.a ! P PROP. CONC. PAD �a \\ \\ /\ \\ ADS OR APPROVED EQUAL) REQUIREMENTS \ \ BACKFILLED AS DETAILED. AS NECESSARY Backf!I, OR Provide Engineer's Certificatio ao 3 EX.DRYWELL D-1 ! AI OND. (91 x CONIC. UNITS UNITS \ \ \\//\\// that t e drainage has been installed to CO co \//\// //\//\ INITIAL BACKFILL WRAP WITH 6 OZ.(MIN.)NONWOVEN s DRAINAGE X G DEEP DRYWELL u o /\\/\\ \\/\\/ 2. NO TRENCH PIT OR OTHER EXCAVATION SHALL 3'COLLAR '6 sET 1 N \/\/ \ \ 6"-12" GEOTEXTILE(FILTER FABRIC)AND AT o STAKE 1 Q. . AREA"I GARAGE '- , W000 STAKE \\//\�/ \ \ BE LEFT OPEN OR UNATTENDED. EXCAVATIONS �'L w000 1 s w //\//\ ABOVE TOP OF PIPE. TOP OF COLLAR BY MIRAFI OR ANZ z'L EROSION&SEDIMENT CONTR 5 x= o /\\/\\ \\/\\/ TO BE PROTECTED AS DIRECTED BY THE w z u DRAINAGE 13.3• PROPTUB \ ,e.s o a W /\//\// //\//\ APPROVED EQUAL. c� Shalt include but not be limited DRAINAGE : AREA•C' x 19.2 m w ��\j �\,�\j/ SPRINGLINE ENGINEER WITH FENCES,BARRICADES AND PRECAST DRAINAGE z N $ / / OTHER APPROVED METHODS. SHEET PILING AS REQUIRED RINGS Q= A well maintained Construction :ntrance, .� x 1 � .' • ' Z AREA"E' �, � � o w /\\/\\/ 40 3' Q /\/ PROP/, WOOD PICKET FENCE 15.t' _o` 0 1559• J EX DRYWELLC-2 m \/ Wire Sacked Silt Fencing,Stdbili 3tlOn & 0 4'0 X 4'DEEP DRYWE m O 20.2 0 r.6A /\//\�/ \/ 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING co w o Seeding of exposed and/or inact ve soils. 10.0' in 3• i9 EXCAVATE AND BACKFILL 3 FEET AROUND e\ 1 ° BLUPSTON�E Ago - \ \/i BACKFILL PLACED ALTERNATELY IN C,> m $ ' 7a•2' PROPOSED x PEER SCE /\//\// °o°o°o° o°o°o 0 o°o \\/\ 6"LIFTS ON BOTH SIDES OF OF CASTING. ADEQUATE BEARING WILL BE LEACHING RINGS WITH SUITABLE POROUS 4•MIN. a 32.0'..:`.. :,;,... , x x BLUESTONE PA pL DRYWELL C-1 is.i OSED PRIVY HEDGE \\i/\\i/ °o°o° °°o°°°°°°°° \i/\\// PIPE TO SPRINGLINE ELEVATION PROVIDED USING CONCRETE BLOCK,BRICK MATERIAL AS APPROVED BY THE ENGINEER. MOPOSED ': :: m / ROP AST SIDE tc \\j�\j °o° o°o°o°°°° °°° \j\\j AND/OR 1:2 MORTAR MIX. W 8'0 X G DEEP DRYWELL /// O 0 0 0 0 0 0 C x 19.9 WOOD DECK & STEPS ° °PROVIDE INLET TO GRADE/ \%\\\/ o° °o°O°o o O°o°o xl I SLOPE GRADE FROM I \�/�\�/ 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE �� a a 69.0' 1 DRYWELL E-1 I I N PATIO TO DRYWELL I PRE-SHAPED FOUNDATION OR FLAT /j /\,/\//\,/\,/�\,/�\,/�\\\,/�\/��\\,/�\j\\\ \/// BEDDING(CLASS 1,11 OR 111)WHERE SHEETING AND SHORING DURING TRENCHING TO A tOVAI OF STORMWATER MANAGE 1EN1< _ e'OXSDEEPDRYLL FOUNDATION WITH BACKFILL TAMPED INTO / /\/\/ / / / / / / / / UNSUITABLE MATERIAL IS - _ - z WELL /\/\/\/\/\/\/\/\'�\/ INSURE THE SAFETY OF WORKMEN AND THE \`�\ EXCAVATE A MINIMUM OF 6 INTO � I ti..-i'ROL PLAN -T n Cod ter 2 6 DRYWELL " -I-1 - m- - - -- - - - PIPE HAUNCHES,AT CONTRACTORS ENCOUNTERED DURING EXCAVATION GENERAL PUBLIC EXPOSED TO THE HAZARDS OF VIRGIN STRATA OF SAND AND m Date: woo ST - a , X 18 I I� x 1U xL \ DISCRETION. O•D�E'B L OF PIPE TRENCHES AS REQUIRED IN FALLING AND SLIDING MATERIAL IN Dia ` = 17.9 x - -- \ SET STAKE NOTES ASTM D2321 LATEST EDITION. GRAVEL OR TO BOTTOM OF DRYWELL a Approved by: v � I I - - 1- c 18. w000 CONFORMANCE WITH THE REQUIREMENTS OF THE 15- -SLOPE GRADE FROM DRYWELL E-2 -I- - -� PROpOp \y POLE \\ I 18.5 WHICHEVER IS DEEPER. - - s'0X6"DEERD[iY1NELL TITLE 29 CODE OF FEDERAL REGULATIONS,PART z PAno�o DRYwI<L - - ets�t� \ / - EXISTING 1. CLASS I,II, III OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE ia. - FiREPIT _ - ZONES,PER USCS(UNIFIED SOIL CLASSIFICATION SYSTEM). 1926,SAFETY AND HEALTH REGULATIONS FOR WOOD WALK Of X13_ - - - - 15.1 - - - - - I - - - - -T•bpp gE SLOPES - - - -_ �, - \\ CONSTRUCTION(OSHA). o _ 12 2. THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING S M D \1 5. BACKFILL AND COMPACTION SHALL BE IN 6" osEo - - - --_ -__- - ___ _________ _ _ _ _ - - - - BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS. THE TRENCH k * ,►- HEDGE --11- - - - - -_ - - \\\\ 18.3 LIFTS. ALL BACKFILL MATERIAL TO BE `�• poi Q ==` - x,� - - _ \\ WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF COMPACTED BY JETTING OR OTHER APPROVED ELEVATION VIEW ' v TO�+ - !- - ; 0 REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE 9' I re - _ 1� MEANS. WOOD BULKH _- - - - ENGINEER. TB 9.4 re TB DRYWELL DETAILTB WOOD X N BLKH• I STEPS WOOD BULKHEAD EXISTING m t 1.11. I WOOD STAIRSo�0 3. WHERE PIPE IS INSTALLED WITH LESS THAN 2 OF COVER,ALL BACKFILL �/ 1 ? WOOD BULKHEAD MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE CLASS I MATERIAL. LEGEND EXISTING PROPOSED Plans are prepared by Condon Engineering,P.C. It is a violation ofthe New York �� ��� �8, . •�c� State Education Law,Article 145,Section 7209,for any person unless acting under I -.-- 4. WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter 1 DRYWELL W/INLET O Oany item in any way.If an item bearing the seal of an Engineer,Architect,or Land _ _ I BEACH AREA FOR BATHING o WOOD BULKHEAD EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the - - - - - - �, & BOATING PURPOSES FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, item his/her seal and the notation'Altered b followed b hisftr signature and f11e _ 31 (DEEDED RIGHTS TO OTHERS) BLKH. " Y" Y �9 T z 1 1•S W STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR DRYWELL W/CONC.COVER O O date of such alterations,and a specific description of the alteration. HIGH N 8501890995 W ~ TSE LINE - - _ (A SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS,'LATEST EDITION;AS WATER MARK 9 5.3 7' ALONG N -533.19 ON FEBRUARY j PPARFA.HIGH _ AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER,THE TRENCH ■ ■ Z �,� 79°53'1 9„ W 20'4 WATER MARK' - - - - - - - - - - - - - - No BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. DRAINAGE PIPE Scale:AS SHOWN Condon Engineering, P.C. SOKOL RESIDENCE EA T -P vC'Q 110.20 s a$°o '49" W � FLOW ARROW 308 PARK AVENUE lUIC B.A y 80.99' o w PIPE TRENCH SECTION Drawn by:JJC 1755 Sigsbee Road = v! ROOF DRAIN Mat6tuck, New York 11952 MATTITUCK, NEW YORK OF SITE PLAN 30 o I 30rri DRAINAGE RESERVE AREA Date:4/20/2017 (631)298-1986(631)298-2651 fax SCALE:1'=30' SCALE:1"=30' www,condonengineeling.Com DRAINAGE PLAN 14'-0' 15'-0' '-11" 1IY4" 10'-0' 154 o Q 0 2u A ti a4 m N -6" tV r-s 9'-3' 15-0" r-s• DECK PLAN 0110 P.T.LEDGER 2X10 P.T.LEDGER 2X10 P.T.LEDGER I r�4_ _POST_ _ 44P.T.POST (2)2X10 P.F CONTINUOUS_ 2X10 P.T.LEDGER 2X10 P.T.LEDGER 4X4 P.T.POE T 4X4 P.T.POST 4X4 P.T.POST 4X4 P.T.POST 12 P.T.STRINGER �.. nn � � MEMI 1n � T7 � 7 � onononMMEME0 .� ` � noonMEMonME 2X10 P.T.LEDGER IT i (2)2X10 P.T.CONTINUOUS' J 12'0 SONOTUBE PIER 4X4 P.T.POST 4 4 P T.P ST (TYPICAL) Uon On on on no no Ud d J — _ _ _ _ (2)2X10 P.T.CONTINUOUS 2X12 P.T.STRINGERS @ 16'O.C. a. a 0 0 � � 2X12 P.T.STRINGERS�16'O.C. 4X4 P.T.P �. _ _ _ — _ _ _ _ lX_P._ _ _ _ _ _ _ _ 4M _ 1X4=T.MO SMT _ _ _ _ _ 44PT.POST 1 ST ME 1 (2)2X10 P.T.CONTINUOUS J ` (2)2X10 P.T.CONTINUOUS J J (2)2X10 P.T.CONTINUOUS 12'0 SONOTUBE PIER (TYPICAL) hh � v D [MPOVE REVISIONS 12 P.T.STRINGERS @ 16'O.C. B DECK FRAMING PLAN arc - 50^117QF �+ y a Plans are prepared by Condon Engin e�ero)Fg gtWSI�Tbp the New York a. State Education Law,Article 145,Section 7209,for any person unless acting under`; the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter `• /7 any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to theQ item his/her seal and the notation'Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. Scale:l/4"=1'-0" Condon Engineering, P.C. SOKOL RESIDENCE 308 PARK AVENUE Drawn by:JJC 1755 Sigsbee Road MATTITUCK, NEW YORK OF Mattituck, New York 11952 Date: 12/4/2017 (631)298-1986(631)298-2651 fax www.condonengineelling.com DECK PLAN i 71,2`=°:. -------___----------.--------------------------------._ Landscape lighting transformers ELECTRICAL SCHEDULE l ';:J !?:uk)ir•fr=:r,c:d, c,;_.'n, ®® __...__............................. ............_..__. ..._...__._..___........I ®® Fre;undr.)ors-atiE'swi' ' (water Yellow symbols are existing w e I e' c cJ Single pole switch() O Ceiling Fixture() 0 0 0 See bathroom layout MB-A4 for more details. ®_;' Recessed track position:centered on french doors t' Track&Undereounter() I s c;, ` DM Dimmer O Wall fixture O Fluorescent Fixture() 2-circuit track A Hard wire towel warmer I i ro _ i 2-circuit track I FL i I I I R R I R Recessed Light Two-way dimmed switch O Exhaust Fan Hard wire fog free mirror below shower head R O } i io i Pendant Light 1 Duplex Outlet O Thermostat() Wire for steam unit to be installed above shower in guest room closet �.._ ._....... .-_-, ,-._-„-,a._,,,,,.,___,._._._.^._.._...__....__._.. __.._..__._.....___ ..... i......._.........._..: o I ® p O O \ F GFI Outlet() Computer Data Jack() O Speaker Locations() ( - ______..............._..........._.........__..--..._..-...---------------- ^ EX Telephone Jack O Ceiling Fan() Special Purpose Outlet() S3 (Includes 1 OW USB transformer) Cable „z. Jack() £>!;xe,• 35.`i.5”D opet.l'''< 35,5'•0 f a 3DM B ink of 3 casement wire �s 9 V t? Qotitstaina{Lhanr;inc£ j"'' :: _.-___,_.__:_ _._� �_ _ ..._ _ _.. ___.__. _ ^_^_.___..--_______3 SD E \I L 3D _ __ _ _. _ __ _ _ _ _ — _ 5.,. �, ®, 3 4.5+ 7, R R i 's o — R R R i R _R 6-'.— __ € r'` e:` : �' , � ". � ;..,.__., h.l: "'i.Z 7.2.5"bJ i3.: I t • �::, 33.75'1V 33.2.5'W I o , t F 6` , �. �i ,. _` �, •„ `xr�' R R I R O ,.<, �; i G'.75' 67" v 3DM ® DeckBathro^ ' 100 amp recessed sub panel <' i I 66,T, > ti R ,.. ' t9zst rBweiiooYn ' ,�'• _ a _a.,:_.:.w......:.......... _..:..,...a,: C E © i R R P ':. ___ ® Livingot3 m g oom , e 1 R" �a I.. R utlet; I j€ n , . r _ Remove . I pp :< R R R ' M. these �", .. .. O ,� � O. �j jacks Noze:th3sfixtaremounts tocatwalk i \ �i t � M ,. ,v i P a ;' R NEW Laundry Roost lati';at<= �•.' �� Garage I I !! fri rpt' r= a I i switch for fan 7,}'> switch for fan CJ t>TT ��-^'' R ' h'toe<a'ix)r a,shonl c N,.lq' �I £ir:?ttllcrwooden rn Garage Circuit TBD dt:3„ 3 S DM 3DM „ t, u r � �utlet' 3 ri I i n > u, I ®< 53 DM 53 DM 3 DM53 IN 63 DM ° 30M 3 _ ,,, CD I ../r1� a . ��jJYJ �. R <.O i i M \,c F£3, 53 DM .�_ . ..,,.,. PM S3 M S5 wItc r,..ff.,a.n�\ DM----------------- ---- —— Tota! tn{amcoo ,aunnr room w')E n, I 01 51k) , < _ , , $73 .. outlets for charging within _....___._.. ....._...__,__..., 3DM R �a t 3 custom closet O , , , �II.jDI:gyt £wtititr,'�h.t'rf=ih,'<"]b' dtr .tiSt�IY O ._..a )r IR 753.5• O R Master C£isec I e R 21' O "....r door operate closet light D s ch fan 0.............. O®` 3DMR i R 0 lI DM R o ! R S 7�• I I 3 hardwire .,-o t O I ` o ' . steam shower fog free mirror _..:?mss 28 a..:...::,.<. 3 M R– R R s3 DM _.,_.... 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Landscape lighting transformeirs Mattituck,NY 1st floor p I a n (front entrance and east sides) 30-additional LED recessed soffit lights esA 11 1st Floor-Revised scope of interior work: (as of 3/11/15) ;rJeslAS DM tram g lectric p mbl g a t. ... , . ,.:.� . .... .. . -._------- '------ ._^.. 5cale:1/4„=1, 37' 1 4-additional LED recessed soffit lights replace existing garage soffit lights �., Replace living room framing and sub floor.Raise floor level to match kitchen and foyer subfloor levels. I ”' -. . ”' "ry " " (Confirm pricing before proceeding) In a al plumbing Co .- Reconfigure existing laundry room layout. ( � O ® � O • � � � • Replaces existing stairway and railings with quartersawn oak. Install new radiant flloor heating plumbing and controls. ` �'' Replace all flooring with new 3/4"x 8"qua rtersawn oak.Sand and poly. -- Replace all electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet), I I i I I I I I ReplaceI ace and rewire alarm system. � I I I I i I i i Replace all fiberglass insulation on with spray foam. Install new drywall. Install new trim and doors. - 0' 1' 2' 3' 4' 5' 6' T 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' 11 28' 29' 30'— 31' 32' 33' 34' 35' 36' 3T 38' 39' 40' Install new kitchen(included on original permit) „__........._„_...............i.. Replace all bathroom fixtures and surfaces.Plumbing:reposition as needed. hr000m I i I i count u t and locations remain. t I I , I Paint all surfaces except and hardwood. 1� i i I i � � I I I I I I I I I I I I III II IIIII II III Eft .. 0' i' 2- 3' 4' S' 6' 7' 8' 9' 1o' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' 25' 28' 27' 28' 29' 30' 31' 32' ITT 9 �r• ,37 � - 39' 401 � CIA I—, ---- . — _ _ _ _ _ ._. _ _ _ _. -, _. _ _ � i t , ,. . . .:. ........... 5555. 5555. , I Oau'•'.`,:•r,h d_t ars. out•?is `.::,•+'•fr:>n:h ttaors cu!'sv.'nu 5555 ( + ! 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Replaces existing stairway and railings with quartersawn oak. i Install new radiant flloor heating plumbing and controls. Replace all flooring with new 3/4"x 8"quartersawn oak.Sand and poly. I Replace all electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet). Replace ace and rewire alarm system. ystem. � I Replace all fiberglass I Insulation with th s ra foam I pspray Install new r i d ywall. Install new trim and doors. 01 1• 2' 3• 4' S' 8' 7' 8• 9' 10' 11' 12' 13' 14' 1S' 18' 17' 18' 19' 20' 21' 22 23' 24' 25' 26' 27' 28' 29' 30' 91' 92' 33' sa' 35' 36' 3T 38 39' 40' Install new kitchen(included on original permit) Replace all bathroom fixtures and surfaces.Plumbing:reposition as needed. i Note:bathro oom count locations remain. t t 1 I I i I Pin II t I I Paint surfaces aces exce t for tile n hardwood. p i I i , t � II I ................_.,,__,_,,,,_,_,,(.......,__.-.-5555 0' 1' 2' 3- 4• 5' V 7' 8' 9' 10• 11• 12' 13' 14' 15' 16' 17• 18' 19• 20' 21' 22' 23' 24' 25' 28• 27' 28• 29' 30• 31' 32' 33' 4'®35• 4.�P,�.I7T 39' 40' e,= F tat,�,1,y, .. 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'aur dry rm , under stair closet with light urn from basement storage ,v ,... .....e 30 30" ?' " „^ _ .aa.4,. `baSGlTlerlt „m existing ,esitranGt_,:' :'; _' Total width from door roo supply hydro-air handler to laundr m wall a 3 lY Y Y IN f' a NEW basem nt 306" , ndlL 25.5' hydro-air haer pro i Total width from door existin g , a hydro-air handler' $ return to stairway 1 from return' 253.5> gY I 2 1' m 30" o ro 44,5 low temp c „ ba5ementstalrwdt ,, w. :..".,. . radiant manifold E ac supply ac return ^^ and loo s stem PP Y y P Y : � a ,. v ^ Sonos& � E internet component a o 1 l 41 "*3 cool room- ; ' M V climate controlled boiler, existing q radiant manifold, master <. ;«i plumbing manifold bath electric main panels supply s; electric sub-panels ducting ;. 30„ .;, hot room- not climate controlled 4+ aposition doors in(away)from HVAC duct 167.5"> 7 71 9.25" „ electrical main panels and sub panels full height double doors full height double doors JL 2 new 275 gallon oil tanksSokol Residence March 1,2015 Drawing Number 308 Park Avenue 0 0 gallon tank to be decomissioned �.,: Note:old 100 o t -'3 1 9 ,.,,,. ,:., ttt a i uck,N Basement Ian Basement-Revised scope of interior work: (as of 3/1/15) pressure tested,documented,filled Pc' ilb� pAlla septic tan k':,•;, framing,electrical,plumbing Install new 2x4 wall framing. IAC9t1t?tt '• 9cale:1/4"=1' Install new HVAC hydro-air handler,condensing unit and ducting.Connect to existing heating system. ® ' ® • . ' O - •0 Paint existing cement floors. Reposition existing 300am service(two 150amp panels)to boiler room. Install new electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet). ?I, Replace and rewire alarm system. Replace all fiberglass ceiling insulation with closed cell spray foam.Install new closed cell spray foam on exterior walls. Install new drywall. I I I I Install new trim and doors. I I I I I I II Plumbing:reposition waste and supply plumbing as needed to reach 1st floor fixtures. Paint all surfaces. 0' 1' 2' 3' 4' S' 6' T B' 8' 10' 11' 12' 13' 14' 15' 16' 17' 18' IV 20' 21' 22' 23' 2B 25' 26' 27' 28' 1. 30' 31' 32' 33' 34' 1. 36' 37' 38' 1. 40' Install 2-275 gallon oil tanks.Connect to existing boiler. 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SEM@r)t Total width from door { w,. r'g y� to laundryroom wall 306', ..jzW',...: 25.5' Total width from door to stairway g (253.5, 30" \o 21' Alarm box , @ Sonos& I internet component Ncool room- , climate controlled < ei ,a .. 167.5", au•t.�.:,va:::,_.:hhae11....h , .e.,,, !.as 9.25" 3 v 4 �uas+t. 24" v, 24" 24 24 K full height double doors full height double doors a Sokol Residence March 1,2015 Drawing Number 308 Park Avenue ttit z M Y Basement-Revised scope of interior work: (as of 3/1/15) 11 a u plan ckN BasementAll a Install new 2x4 wall framing. Scale:1/4" 1 framing,electrical,plumbing = ' Install new HVAC hydro-air handler,condensing unit and ducting.Connect to existing heating system. ® ® � ® � • " Paint existing cement floors. 0049040•• Reposition existing 300am service(two 150amp panels)to boiler room. Install new electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet). Replace and rewire alarm system. Replace all fiberglass ceiling insulation with closed cell spray foam.Install new closed cell spray foam on exterior walls. Install w new drywall. e dall. Install newrim t and doors. Plumbing:reposition waste and supply plumbing as needed to reach 1 st floor fixtures. Paint all surfaces. Install 2-275 gallon oil tanks.Connect to existing boiler. o' i' 2' 3' 4' 1. 6' 7' 8' 9' to' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' 2T 28' 1. 30' 31' 32' 33' 34' 36' 3e' 37' 38' 39' 4a Decommission existing exterior 1000 gallon underground tank.(test and fill) 0' 1' 7 3' 4' 5' 6' 7' 8' v 10' 1/' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' 4 36' 37' 38' 39' 40' ELECTtZICAL SCHEDULE yellow symbols are existing Single pole switch() O Ceiling Fixture() 0 0 o Track&Undercounter() r «7 ' ;• \ ® ® SDM Dimmer O �O Wall fixture Fluorescent Fixture() ! 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I N ,1ltmlwelltofpinc114A85B:'; i W£I Jplrt Southold W i � shelving ng r 'a B01 Iathroom 11 °22 � � .^ >:., _ _,,; ::S 1:.,.. }g^-.., € Bathroom ®. I .1 'sto�7 d„`.-+ N 66.75" 66" _ O Built-in dresser I ? ceiling F'3 i I i I �1�1�1,.,N._, "\,ii. :", 4„ 1 K S 66.25" 65.75" ;_ ` ',r�,, �' _ Built^i dress c "�. n se ... .r.t, eax<« ...r , .@, 1:1 .: `:,`C:1:r.�:.. rye,, .. Ig .\,1:,: to _i,�': �,,_z � Mil n ,, , z I i, � 3( 14 4 �I r ,, '' ^ ,. c i , --yy , �4 .., .,. ..2,. , ....v ,,., i+ 1 1 ii E ry k. - F, {�, M ,"i," , k.t t'\:�'«ta i'=`t :.}:«\t U I , J ..a. ..0 ..\,. �.:,, " .,. .......3\f .s.t,,:� :8,..s, ... .58. .. .. e.\ .a, m , . .... R \.. .,. ..�.. .^ 1;;,: �a n.e ..,<,. x,. .. L .\ a ,...'C,.;.. ,. ., ..... ....:...\,., +^.20,: :^qt' ,�q,. L •+k:W, ., .. .,.,, .. ... ,,:.... .. .. , n .. ... .,., Z., \ ti , t +'�.' ter, ., ... ,. .. ... .. ..... .v .. «. .,. ^ . . ... .. a a % ^. ,.. , , , .. 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", Replace existing 29.5'Anthony Power Beam with 3/8"steel flitch plate ->" < sandwitched between 2-2 3/4"x 11 7/8"ML-LVL beams(and 1/2"thru-bolted) Reuse existing 6'x 3/8"steel L-Brackets(and 1/2"thru-bolted) r : „ Situp n Str g Tie ist h gers- in.x 1 m 18 auge ugh F ce Mo t Keep xistin! 2 floor I aming 8"SP 16' } r x z K e exi in 12 An n P er Bea 5 to 0 ; " p 9 Y r.�.iti=rn 7S 17 E2 Z77 '62 -1 stair ad ,, ' mciuntwith2x12 ois a» ''s - IteEvin„ - is > j t h (use 15 tOcj»ails). i< C , n 3J i C[1X btkw ,-� ° e x 4"p y d SU r 68'hrn�rli E „a< e 7 .....,..,...,....._.....,.,.-..,.,.,.,."-„__",. (107.75"x 77.75") eM- < m ' !! < < v , "ry 65, joist »g: " frami 1�2-57/��Tl "oC i "xn _ f' _ ,r:. . blocking:2"X12"5P>" c ry ii Boa t t : � v , - £. 2 dfloorfo)i floor system 31.25 -�, i ""J� h .. :. .. i Ln rr „ c a _ 117/8"existing header equavalent to 3-11 7/8"ML 2nd Floor-Revised scope of interior work: (as of 3/1/15) New foyer floor framing, sheathing and flooring• Sokol Residence March 1,2015 Drawing Number Install new elevated 2nd floor foyer floor framing,sheathing and fastening. ' 308 Park Avenue Install new 2nd floor foyer ceiling framing(for drywall surface prep). This area was open vaulted space. Ma 2nd 2nd floor plan Replace existing cat walk beam(Anthony power beam)with new LVUsteel laminated flitch beam. p Install new steps connecting cat walk to elevated 2nd floor foyer floor. a framing,electrical,plumbing Reconfigure existing HVAC return ducting. A 11 a scale:1/4"=1' Replace all flooring with new 3/4"x 8"quartersawn oak.Sand and poly. Replace electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet). ; Replace and rewire alarm system. : ' Replace all fiberglass insulation with spray foam. Install new drywall. .; Install new trim and doors. Replace all bathroom fixtures and surfaces.Plumbing::re osition as needed. Note:bathr000m count and locations remain. � I I Paint all surfaces except for tile and hardwood. I I 1' 2' 3' 4' S' 6' T 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' 2r 28' 29' 30' 31' 32' 33' 94' 35' 36' 37' 38' 39' 40' I I I 1' 2' 3' 4' S' 6' T e' e' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 94' 35' 36' 37' 38' 39' 40' CO �Z' ;'•••"•;y� 0 , 84, 7 ' n w`1,w.___.__.._-_. S%1 SiM S, Y Closet ® ® Closet ELECTRICAL SCHEDULE yellow symbols are existin ) E CI,set C3.,se1 O O a 0 g ( O door activated m door activated �J Single pole switch O Ceiling Fixture o 0 0 door activated ` door activated closet lights closet lights ;s 9 () 9 () 0 Track&Undercounter() closet lights closet lights (new) \`i (new) (new) (new) �<� ` . '" aG `" cJ' Dimmer O Wall fixture O Ft Fluorescent FixtureVM () R Recessed Light o Exhaust Fan 53 DM Two dimmed switch() O g O Oo O Pendant Q new hone'ack r �' :;. %Iq,t Guest F4R s""roorta )^ ® OP Light() Thermostat() a; P 1 naafi C.frst::f>rSrttt>:1? - ••- -•-•. ®`.' Duplex Outlet() ,CC�� All switches and outlets in this room are existing i ',.��' , N Computer Data Jack O O Speaker Locations() < All switches and outlets in this room are existing unless otherwise noted GFI Outlet ! unless otherwise noted , ) k.... .. .. ... ...... .. ... . ✓�.: 67 new switch lforfan ( Telephone Jackl Ceiling Fan() ). . . . Special Purpose Outlet new switchforfan (includes 1OWU513 transformer) Cable Jack() t ) DM rJ' .3pM5 3 ,<all is axe „ 62 3 DM " j: .' < .. 't >>r 1 g: 5DMhrevm Bath Wall outlet close to,41` _ .`� .„.„.>...........„..„.„.>,...„„„--„..„..,i .. � � Bathroom atFroon underswitch QR ._�.._..._ G .7h — R — ne wphionejac' k . location < , .._ 6625'• >, P s t< .n Z .I e :E 2. : I _..„. _. > I _ <,O ., .. ! i 3, , .. r. .................... , . ,.. ,��.................. ........... mow« jk 2z 3. -. .. .. g C.. +:. .1.25 i 31 , a R R .. .. , O .. 3 D ' > c: „ 2nd Floor-Revised scope of interior work: (as of 3/1/15) Sokol Residence March 1,2015 Drawing Number Install new elevated 2nd floor foyer floor framing,sheathing and fastening. 308 Park Avenue 2nd floor plan Install new 2nd floor foyer ceiling framing(for drywall surface prep). ;_ Mattituck,NY Replace existing cat walk beam(Anthony power beam)with new LVUsteel laminated flitch beam. Install new steps connecting cat walk to elevated 2nd floor foyer floor. framing,electrical,plumbing Al 1 a Reconfigure existing HVAC return ducting. Scale:1/4"=T Replace all flooring with new 3/4"x 8"quartersawn oak.Sand and poly. Replace electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet). ® O • two • • • : • • Replace and rewire alarm system. Replace all fiberglass insulation with spray foam. Ilk' , Install new drywall. I, Install new trim and doors. i I Replace all bathroom fixtures and surfaces.Plumbing:reposition as needed. I i i I Note:bathro0om count and locationsns remain I Paint all surfaces except for tile and hardwood. 1' 2' 3' 4' S' 6' T e' 9' 10• 17' 12' 13' 14' 1s' 16' 17' 16' 19' 20' 21' 22' 23' 24' 25' 26' 27' 29' 29' 30' 31' 32' 33' 34' 35' 36' 37' 36' 39' 40' I I� ' 6' 7' 39' 40' 1' 2' 3' /' S' 6' T e' 9' 10' 11' 12' 13' 74' 15' 18' 1T 19' 19' 20' 21' 22' 23' 24' 25' 26' 27' 2a' ZB' 39' 91' 32' 93 94 95 3 9 39 V. r 26" 26" r - - - - - - - - - - - - - - - -- -- 71.25"w - - - - - - - - - - - - 1 30.25" 17.875" 17.875" 30.25" Bench.. 71.25"DD 71.25"DD Double french doors-outswing Double french doors-outswing M I I a m V I I C_ C I I � t t I a 21 C I X O 0. m o in 0 O ,6 L e I m C o v "a m p, C 7 d I - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - -, 39.75" 30.25" 43.25" 44.25" I 35.5"D fixed 35.5.5"D operable 35.5"D fixed 6 r Bank of 3 casement windows 95.25"W N 32.75" outswing(L hanging) 32.75" L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Nvolne g as,' Nv�trine. I 175.5"> 4.5+/-" 38" 73.125" 69.75" 67.75" 67.75" o Di sbwasher D 27.25"W 33.25"W 33.25"W 33.25"W ry `>- Narbol i riva' 59.75", n < 69.5" 67.75" 61' I isi<:n d size 9 i f (32.25"> o Deck Bathroom ry ;.: N I I g_' 103 1raised j, 8, I i N I �s I a v , �ee 66.75 d M 1 3 Master Bedroom '.?« m 3 C c S I I 3 i Livin Dining Room 2" 42i> 4 !. 9 9 " I = „ „*--------- ---------,� 78" r: aproxw I I a, I . i a c it c . ,., „ .; ...;'>•...,_. v. I•mac�., .•azv�a <�'`�` .. r�, ... c I ,n 1 ry N Ra' „ „ I v I < .. ,. ..< .. .. .... ..... . . •...>«ma,.'rmaaawaa a....i..�«...s:�:sn.>,.,a�.....e....m..._a....iau. NEW Laundry Room layout ut Garage „ 9 < 3 i' ip NEW " �• . ... , .,. ';; ` . '. :' Move door as shown < a, m platform „ 121.24 I and Build t I in N NEW z, ' Rebuild wooden � doors resize a '3, ove right ui new temp railing I 39" 25 14"H shelf I I N Pantry/Laundry m o m 115.25" f;p• , open adjustable 9 c basement N I 70" 74.75" 66.5" 30" 82.5" shelves N v trance perhaps 44.5". ;....>•r: V Total width from door ;f1Li� 60' e,W.,:,r,„t, „p�^ a,,, nodoorhere 18.25 �, " .91,.5"• •,,: b45emenlsrmrwtalh _..,,:�,,:,�,.(,.W", M° ;, broom closet 3 to laundryroom wall orsllder ?! I 306"> I m firewoo tae 25.5 d =zfiw"c ey 24" 'o zrorage - "2 frrep'en.`{'r" - 36" v 53.7" ""*'?' Closet Total width from door N H; 41.75", _ � I < h- w shelves airway with sh I es Shelf to stairway 30 (253.5, a z 30" han er bar @ 6'S" 82" I Master Closet 7 ''o.`o �. '1`t' #�,<...(htu�h; ,<«g•1,.,", '3} `\.� 96.5" 21• is f 82.5" earth 7 22 .:' \� < s � I � I > Zolo ood 10.75" Office Master Bathroom a ` 49.5" 28 167.5", I �3 - n Media Room 34"6 makeup o.E S6 m 93"i v ry a� mirror 8 40"door 61" I w pivot hi s W N .• : .. 50 x 8x Foe ` (room wMth)" < ;; 107.3 , I o I I rain shower o ° ^ ;? 51.5" 9.25" N a Z, 33.25"W 33.25"W 33.25"W 33.25"W 33.25"W ® o © b ( Entry Powder Room <134", < t'" 51" 60.75" 69.75" 67.75' 67.75" 69.875" 69, 5" 64" oom ieym i w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 35.25"W35.25"W 35.25"W 35.25"W 35.25"W I 76.875" 96.125" 25.25" 26.5" 84.25" 53.5" L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I 0 o Sokol Residence March 1,2015 Drawing Number N m m n v a 308 Park Avenue " Mattituck,NY 1 st floor plan 1st Floor-Revised scope of interior work: (as Of 3/1/15) Scale:1/4"=1' framing,electrical,plumbing All a 12" 32"aprox 12" Replace living room framing and sub floor.Raise floor level to match kitchen and foyer subfloor levels. ss.75"aprox 55.75'aprox Reconfigure existing laundry room layout. • Replaces existing stairway and railings with quartersawn oak. ".: , >. • • � ', 1• a Install new radiant flloor heating plumbing and controls. - Replace all flooring with new 3/4"x 8"quartersawn oak.Sand and poly. Replace all electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet). Replace and rewire alarm system.stom. I Replace all fiberglass insulation atlon wI hspray foam I I I Install new drywall. Install new trim and doors. 0' 1' 2' 3' 4' S' 6' 7' 3' 9' 10' 11' 12' 13' 14' 15' 16' 17' 15' 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 34' 35' 38' 3r 38' 39' 40' Install new kitchen(included on original permit) Replace all bathroom fixtures and surfaces.Plumbing:reposition as needed. Note:bathr 000m count I�an d locations remain. Paint all surfaces exceptt for tit andh hardwood. � o i I � D' 1. 2' 3' 4' 5' r 7' 9' 9' 10' 11' 12' 13' 14' 15' 16' 17' 19' 19' 20' 21' 22' 23' 1. 25' 26' 27' 28' 29' 30' 31' 32' 33' ,>�'`��5' �+ 6 ti 3r 40' r eiLi w 3 NOT ED ! CATE-_101?7Icy E.P. t r'r , BY: '•.OTIF' BUII_DIf,IG DEPARTt ENT AT 735-1802 8 AM TO 4 P„" FOR THE I01.L0��'lLI� INSPECTIONS: .I. F0'.J,NDjt7ION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMIING & PLUMOI NG 3. INSULATION 4. FINAL - CONSTRUCTION MUST B` CO+.":PLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. GC) ,'_L_Y V,'I T H ALL CODES OF NEW YOr X STATE & TOWN CODES AS REQUIRED P:4ONS OF SOMOLD-T4> 22A SOI I RO D TOVIN PLATING-BOARD SOL' L, T,_ , N-TRUSTEES RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 7.36 OF THE TOWN CODE. �ccUPANUT OR USE IS UNLAWFUL 4MWITHOUT CERTIFICATE OF CCCUPANCy HIM • 8 ®IL jj I I 1 11 r8FMFM d o 11 JI o D CS C L 6w - - -==----- Iwo► ftw 5• om6 b{r�r�111�►�y x 6s,ZsKW ' , A162:ACW2830(1-L)(2-R) 9 light casement R0:2'8"w x 3'0'h Unit size:2719**x 211 1/4"h (31.25"x 35.25') 13:ADH3048 double hung(6 light top only) Ra 3'0"w x 4'8'h Unit size:2'11 1/4"w x C 71/4"h(35.25"x 55.25') 3Resddence 3�tember 9,2014 Or hp NUMber 30 8 PwkAvenue M�'�`'NY front C:ADIi3048-AD1i3048 double hung (6 light top only)bar's at 2 RO:6'0"w x 4'8"h Unit size: 6'11 114V x 4'71/4"h 8(71.25"x 65.26" 0 Scde:1 mm=1' o D:ADH21044-ADH21044 double htmg(6 Ilght top only)bank of 2 RO:&Bow x 4'40h Unit size: 67114"w x 4'31/4"h (67.25'x 51.25") propefloD° desDgn inc 917-658! -0300 E:ADH21044 double hung(6 light top 0*) R0:2'1 o'w x W4"h Ur4t size:2'91 P,,*w x 4'31/4"h (33.25'x 61.267 000 000 F: Rogue Ve!W. Door:4642 fir,flirt panel, 32'with smell blodc dental (Right hanging inswing) 000 000 i E Btu! t V {t �� � # I I , j �VhHey. sideLighta:4862 ,fids I I � IRogue fir p>Aanel, � � !i(we �ph Ito,from page 66 of Rogue Valley ) ;i i I` �; I 4 { ►, r a o,iL� N w f .{ {�rr G' , k,iil I { : ; ;IIu :. RO:6'0'w x 6'8'h Unit size' 5'11 1/4"x 671/2h(71.25"x 79.6") r : r r • t v " w ,r x: w �r w w w ,t w w w It w . s. w w s w w w .r w w .r w w �t w w « FA.Rogue Ve.".fit transom light size' .%D 20 match door set(must be"sash sed to match glass openings) L_Jg� Lw 1' 1 wl� . �� € . �`� � `I:TSD3 locks Emtek htardMtaro 01. FWOD6068 bank of 2 french doors with point �i , { , ra { i�,� 11,� ; i I,]��I` I. . 1 • Old al*t�o'9 t �€ it t ,r♦I. , r ,rcl ,{If IV Ili ` (y �o �e r '! .''u , T �1' �I li k R0. 6 0"w x 6 8"h Unit size. 511 1/4 x 671/2h(71.25'x 79.5') t r r r r r t r r w K w w w w w w w w w n xr w x w w V w w w w w w ! w w w >w w w « Q2:ATET60 single arched transom light RO:6'0"w x 1'4 7/8"h Unit size: 5411/r x 1'41/4'h(71.25"x 16.25') �r ►�'b Y r ool ol I�IAMIII MIr�fy" �Uddlt LJLJLJ 000 000 F-10n 000 000 0100 0100 000 000 oao oao 000 000 000 000 000 i [ iF 1 11 IF I I I - d -nil I I I V:FW MS311 WWOD3168 fixed*WCh door unit(OPERABLE wfth 3 point lock& screen) Sokol Residence SepWnber 9,2014 Drawing Number s RO: 3'0 7/8'w x 8'4"h Unit size:TO 1/8"w x 8'31/2"h (36.126V x 99.5"h) mPackAvenue li+ta�tQiB�tdc,NY garage ��dC�a W:CMHOW A00 'x'40 Ht vn 9at'a9e doors Scale: I mm=1 al h � too, propeflor design one 917-658-0300 ,P tt{ � ,� r f T111 � I ,�1♦ a t l ; itk �4 I k t}i I ,5 .�,,, � g ,`t � k ¢ �i� -q..k P 'I (� �{{ ' ,1 f , l it ,� 1{� N titlu�' �V.` � tlq(t {�,, i�giiii � � au�� i ', f� i , Y�t ,t," i' talN��.it„ 6tis � 1 � �' 7: I I I i rl ! � w w w w w w w w w w w w •r w w sr w w w r r r r r � t • r w x a a x x x n' w w w ><+' w it iN l iVL ltr iu t r r �' r r r i w w1 w M' x wM /T w M w jw >!' w Jw /I w v w w w w w w w w w w w w M • 12 Mpht per wArKlow 122%MperVAKbw MM F-1 I I I I I L I I I 1�A1 hers MME0Oil W%20 E;"W Suez" LJLJLJLJLJDU 13W Cal"m h4R Fmi Flied Pena iAQVMM *oak die) 71.2b"w x'b.26'h Lf 11 11 H a a O I H:ADH21044 double hung(6 Ilght top only) RO:2'10'w x 4'4'h Unit sire:2'91/4"w x 4'31/4"h (33.25"x 51.25") I:A=838-ACW2838(L-R)casement 12 limit per window RO:5'4"Mr x 3'8" Unit size 5'3114V x 371/41h(63.25'w x 43.25"h) J:ACW2830 x 3 P")9 light a rbnt per window with 1"mul!10n bar RO:8'0"Wv x 3'0"h Unit stze: 7'11 1/4'w x 211 1/40h(95.26"w x 36.25"h)31.25'w x 3 Sokol PAddwm SepWntw9.2014 Number 30�PerkAvwm K. F1A Mj-601 a/FWOD6068� bank of 2 trench doors with IMVB d trrrneom unit �"� sea m d e RO.6'0'Vv x 8'4"H Unit size.511 1/4 w x 811W (71.26*w x 99.5"h) Aoff! 3"mution bar See: , mm_," L:APW6080" RO:6'0'wr x 8'0"h Unit sire:5"11 1/4'wv x T11 1/4"h (71.25'wv x 95.25'h) �0'���D��I� design inc 917-658-0300 M:ATAD6020"curved trmsom-12 light RO:W(rw x 2'91/12'h Unit sire:5"11 114"wx 2'811/16"h (71.26%v x 32.0626"h) ate: shocder height(*aight side height,is 23.26" WWOD3168 French door Left hanging outswirg with 3 point locks Emtek:TSD II RO: 3'1%v x 6'8"h Urdtt size: 3'0111rw x 671/2"h (36.126"w x 79.60h) III 1` ill `7r{7{�Rln .O: FWOD3168 x 3 S-AR-Sdoor bank(center panealL g)( Tx- m « ii� YW+ { iii .fit. Ik,"� MI RO:9'2 5/8"aw x 6'8"h Unft sire:9'17/8'rw x 671/2'h(109.676'w x 79.5"h) r r r s r r r r r w �r w �r +r w w n �r �r w1 sr �r �r M s w r r >h ti r w >,r r r r P:ACR24(F)round window fixed-inoperable with munton cross 4 tight (SAME AS"U"ON MASTER SIDE). i , • . 2'31/4'wv x 2'31/4"h 27.25'w x 27.25"h RO.2 4"w x 2 4"h Unit size• ( ) a !:l a{i -"�'` 1. 4' f yr � 4: f I dji (. i, I i I llff��. y g�i`� + i� u t 1 6 I .i i� I;i w 't .1 i:i .idlG� ,tf�lid ,iNin� i'Ilii .` r .�� ��..H i. uuu� i ... t,l�i:i ui {.� 1 '� .�� � �E., I�n I � .wp, � � ..1 I y L I` r r r s r • r r r w a w w w w w a w w w m w w w w w sr w w w tr w w « w w rr w w w y I D tow HH L T575 10 4 44 M m � R: FMDS3918/FWOd3188fixed Nandi door unit (non operable) RO: TO 7/8'w x 8'4'h Unit size: 3'01/81v x 8'3 9/2'h (36.125Yr z 89.5'h) Soled Residence September B, 2014 pewitp Number S: ACW2830-ACW2830 (L-R) B IIBho casement parvAnEow with 9' mullionbaP 308 Park Avenue � M�'�' � RO: 5'4'wx3'0'h Unit size: 5'39/d1vx 2'799/4'h (63.25'wx3525'h) 31.25'w # Maste,,)r bed Y: ACW2830 &i 4 (d1-R-R) S light casement perwindow with f' mullion twos Seale: 9 mm = 1• ew°d^`ow u U R0: 90'8'wz3'0'h Unit size: l0'79(b1vx 2'11 1/4"h (92725'w 3525'h) YT: ACW28306�) 9light casement dewrrm mc 917-658-0300 R0: 2'8'wx 3'0'h 4Dntt size: 2'71/b'9ldYrz2'999/B'h (31.25Yr 3525'h) U: ACR21(F) mond wVOMoev fixed - inoperable with murRon waes 41igM III I o I� I m I u I�p II R0: 2'4'wa2'4'h Unit size: 2'39/41vz2'37/b'h (2725'wz27.26"h) ��� IoPII��NH � � ll ^tlI�Wtl� AtlI �� A�tlIIII � IIIIp�tlIIN�NWII�tlU ���II�II�N� HA���N ��I�R�RPII��'IIIY � �� �l� ����� tl ��l � �9ltl��� illl ���� ����ll �` y`��� II�IIIIIIUIIIIIIIIIIAIIIIIIIIIIII�InIIIIhIIIIIIISIIIIIpI��NII��VIAVI���I�I�I�IIIIIIII�IRI�I�II�IA��NINIflVIirIIIIIIIIIII�IRI�I��NIYIVI�IIIII�InIAIVIIIIIIIIIIIIIIIIIIAIflInIGIdIIIIIIIIIIII�IIIIIIII��I�IIIIII�III�lA19III�I�I�I�I���pIUIUII�IIIIIIWIIIp19lAlIIII��III�9I�Bi�IRI�I�n�I�I��I��I�A��IIIII�IflIII9IIII�I�I�InI���lA�l��lllllllllllll��l�lll�lllllll4w D� _~ 71.E a0ar 17 07i7s7r 302r ?I,VOp nmw OouNo AwMAi roar•aAMMp DeubM tach doss-arwAq r OF, oo- O �� S NZ D%" aa6 r D a6.r D bw Nnk d a a..a►►s►+c rAndos+s os sd'W 0 o a7 oMw wr t Sr nor 66.7r 6T.7r 67.7r ' I Orbs w�• �76.r► I 3al26•o rarw aa.:rw L aasrw aa.:ow 6a 7r, afr 6L7r 61• o Fc� . t�oIo��» Ir p�,M 2r w 2rkit ar 0uu UJAW► Fc�) AC w Padry ?r 74.16' 66.6• ar ' 'yj` � � �+ Ir a6e•, � a Mw ash• � � � n.r P w _ �� Er 26.E k Ir Sr I 24• +..�. i,.�.. 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Fc� 60.76' 66" �i d*W �4A� s am^• 40 , v 6616' .678' WA-M*~ � o0 Sul 1 4T RIF tj 8oMOl RMid�na SWbmbbr O,2DU DAwhq Nw6w 308 PWkAWMW Matowk W floor plan A Orol ,,moo propellor design Inc 917-60-0300 ry � Rt7 mow►&'�_" pMMnIrwMMr� ow�wNrrt t'wuei�Atu�/.. I I O8MWp b*rM►trMM•+udorm I I scr UP 47r► t7T► Vr Tr 7 7W V1 fr 141MW W i �e M.7r H.7r � Ur f0" •,760► 1q S t� a: 662 ar Al two ►....201.2.«» 10 � m• 66.76' or ���. • � o�Mln� v r 66.l6" 66.72 -- ► 66 r ar <sr► i /or 11"MAW AugM 21.2014 QmAV Number 300 PwkAmm Mdft'd`NY dormer Man Aoo 8�:I 11'111'1 s 1" propellor design Inc 911-SWO300 `y y i I: r i srsrr�sr w� 0 rr Ir less so" HL —LJILJ .60 wr . doalwi�/M 11.!rwltMleM•�.li1�n �wAM Ower.1'w/1"wA•N.b A/� (� NJ . LJ" BOW R-Irl re AUUM 22.2014 DMA"Number 308 PwkAMM I udc,Wf dormer p0an Q6 &NNL t IIMR 10 propellor design Inc 917-658-0300 ON f. �N n Wrw1�.Mn�