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HomeMy WebLinkAbout46575-Z Town of Southold 6/4/2023 a P.O.Box 1179 o _ g 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44149 Date: 6/3/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1650 Meday Ave.,Mattituck SCTM#: 473889 See/Block/Lot: 113.-11-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/30/2016 pursuant to which Building Permit No. 46575 dated 7/16/2021 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: alterations and additions, including enclosed porch, deck,outdoor shower and covered concrete patio,to existing single family dwelling as applied for. The certificate is issued to Adams,Jason&Shannon,Eileen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40970 2/14/2019 PLUMBERS CERTIFICATION DATED 7/13/2021 on Adams uth ri d ignature ¢ gtlEFO(�Crr Town of Southold ¢�o�A ooy 6/3/2023 P.O.Box 1179 W �{, 53095 Main Rd oy o�F f, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44150 Date: 6/3/2023 THIS CERTIFIES that the building HOT TUB Location of Property: 1650 Meday Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-11-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/30/2016 pursuant to which Building Permit No. 46575 dated 7/16/2021 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 hot tub as applied for. The certificate is issued to Adams,Jason&Shannon,Eileen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40970 2/14/2019 PLUMBERS CERTIFICATION DATED Au ori e i ature o�SuffQl�o TOWN OF SOUTHOLD BUILDING DEPARTMENT H x ' TOWN CLERK'S OFFICE oy • o� fi` 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#: 46575 Date: 7/16/2021 Permission is hereby granted to: Adams, Jason 382 Van Brunt St Brooklyn, NY 11231 To: Construct additions and alterations to an existing single family dwelling, with hot tub, two COs required, as applied for. Replaces BP#43543 At premises located at: 1650 Meday Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 113.-11-11 Pursuant to application dated 7/16/2021 and approved by the Building Inspector. To expire on 1/15/2023. Fees: PERMIT RENEWAL $535.60 Total: $535.60 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT y s TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43543 Date: 3/11/2019 Permission is hereby granted to: Adams, Jason 382 Van Brunt St Brooklyn, NY 11231 To: Construct additions and alterations to an existing single family dwelling, with hot tub, two COs required, as applied for. Replaces BP# 40970 At premises located at: 1650 Meday Ave., Mattituck SCTM # 473889. Sec/Block/Lot# 113.-11-11 Pursuant to application dated 3/11/2019 and approved by the Building Inspector. To expire on 9/9/2020. Fees: PERMIT RENEWAL $510.60 Total: $510.60 Building Inspe o�gaFFnc��oTOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40970 Date: 9/6/2016 Permission is hereby granted to: Adams, Jason 382 Van Brunt St Brooklyn, NY 11231 To: construct additions and alterations to an existing single family dwelling, with hot tub, two COs required, as applied for. At premises located at: 1650 Meday Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 113.-11-11 Pursuant to application dated 8/30/2016 and approved by the Building Inspector. To expire on 3/8/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $771.20 SWIMMING POOLS -ABOVE-GROUND WITH REQUIRED FENCING $250.00 CO -ADDITION TO DWELL $50.00 . CO - G POOL $50.00 To 1: $1,121.20 ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate-of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property:_.//g!50 F—DP,.K1 E �T-t-t-r(�L� _ House No. Street Hamlet Owner or Owners of Property: Z , �1 �� Suffolk County Tax Map No 1000, Section H3 Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 1 Applicant Signature O��OF SO�r�ol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q ,c► • �o roger.richert(a�town.Southold.ny.us Southold,NY 11971-0959 Q�yMUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jason Adams Address: 1650 Meday Ave City: Mattituck St: New York Zip: 11952 Building Permit#: 40970 Section: 113 Block: 11 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Petersen Electric License No: 4102-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub X Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: 2-combination smoke / co detectors, 2-ARC fault circuit breakers Notes: 60a GFCI protected disconnect for self contained hot tub Inspector Signature: c c,� — Date: February 14 2019 81-Cert Electrical Compliance Form.xls 4 .+��pF SQ�T�o. • Town Hall Annex ld. Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 `` 0 BUILDING DEPARTMENT TOWN OF SOUTHOLD I CERTIFICATION Date: Building Permit No. (Please print) Plumber: L (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% p l lead. f Signature) Sworn to before me this 1?, day of 20 CAROLE M. MORAN Notary Public, State of New York Registration #01 M06085759 !?rm iiifled In Richmond County! tell w 7. 200 NotaryPublic,' : County - -- _ I � ��pf SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: 0OU` 1 �1 JVo/l OVZ Coh o n/ 4 pigbi 0 OK V/0' DATE 111,2d 212I INSPECTOR qoq7-0 50 SOF UTy # TOWN OF SOUTHOLD BUILDING DEPT. caurm N 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE ESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: VOh �Vloroj_,00ll �.,. w DATE INSPECTOR O V SOF 50p1 � 'fo �ycOUNT�,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] ,FOUNDATION 2ND [ ] INSULATION [Vf FRAR!NQJ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: bw rvrtwlft -6 AM Z.1 6 warn I VIFb DATE K@W OF SOUlyolo OWN OF SOUTHOLD BUILDING DEPT. (� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION /4-ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 9 ` �� ( � 1 DATE INSPECTOR OF SOUlyOlo # * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 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) [ ] CODE VIOLATION �[ \] CAULKING REMARKS: DATE 14 INSPECTOR`—( Of SOpl�,o # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: nti* I Yl (j • l DATE BICIA01INSPECTOR �. • re t � r On WIMMWAILMA M' i INOLATION PBA N.-Y. STATE ENERGY C ODF, RI ' s.. IMMUO OEM r MI 1. _�.Lr � I , �• �, � •l F06biA 5 A A.s:(1TfT�!+ `� • WMARS /10,9 M /r c TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. �o�`a U Check Septic Form N.Y.S.D.E.C. Trustees D [EC[EUV[EC.O.Application Flood Permit Examined ,20 D Single&Separate Storm-Water Assessment Form AUG 3 0 2016 Contact: Approved ,20 nn� �f.C��� Disapproved a/c BUILDING DEPT. Phone: Geld 777- 533c- Expiration ,20�� 77S7 � Building Inspector APPLICATION FOR BUILDING PERMIT Date ht,-=� Z6 , 20 /(0 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,a , regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (S' a of applicant or name,if a corporation) 00- �Y� 1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises P��1�7 Cid �� �(� F�I I:F.E IJ (-�Q LM (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section S Block Lot I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy I _LI i Q 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front rj , , Rear Depth ► Height 14r` Number of Stories Dimensions of same structure with alterations or additions: Front (Q ► Rear Depth X07 E5 Height ^- I L�' Number of Stories 8. Dimensions of entire new construction: Front //LRear Depth Height 14'1 Number of Stories 9. Size of lot: Front 150 Rear I '-5 O, Z Depth /0 / .-3 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P1 12. Does proposed construction violate any zoning law, ordinance or regulation?YES _NO—LZ 13. Will lot be re-graded?YES NO Will excess fill be removed from premises? YES NO -0161-501.1 P. f%loftri5 ZOO- 9-UPIT 14.Names of Owner of premises �t�, ddress Phone No.lo4f --"J7--5S �o Name of Architect 1 11a1ASNP.-r►-,s r Address7Phone NoziZ'477 - 1327 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_r. * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE RE UIRED. 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) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contractTabove named, (S)He is the Q('Aj 0E;f2-' (Contractor, Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn t efore me th/isl�� day of (. �ii�(S� 2010 LIVIENNE PATRICIA STEWART - Notary Public, State Of N York otary Public No 01 ST4910969 gn re of Applicant :. Oualified in Kings County Commir,::;;nn Expires Nov 9,20 i pF SO�ryQl Town Hall Annex Telephone(631)765-1802 54375 Main Road c� (631)765- 631)765-g5 P.O.Box 1179 G� Q roger.richert own.sooid uth. ny.us Southold,NY 11971-0959 I j: BUILDING DEPAR TENT ' TOWN OF SOUTHOLD ` I. APPLICATION FOR ELECTRICAL INSPECTION ; REQUESTED BY- es-e Date: Company Name: e C. /` Name: .j License No.: 41d 2 en I 'r Address: esu S!� 'Phone No.: 3.7 f : JOBSITE WFORMATION: (*Indicates required information) *Name: *Address: DM 2 gLalcl /`'e I ��- *Cross Street: rt/ *Phone No.: 3 € Permit No.: �21 70 Tax-Map District: - 1000 Section: Block: Lot: *BRIEF DES YRIPTION OF WORK (Please yrint Clearly) 1 Z1114 y 7e/ova �'DD (Please Circle All That Apply) *Is job ready for inspection: YES NO. Rough in Final *Do.you need a Temp Certificate: YES NO p Information_(if needed) 1 *Servic ize: 1 Phase 3Phase 100 150 200 300 350 400 Other f *New Service: Re-connect' Underground Number of Meters Change of Service Overhead Additional lnformatio PAYMENT DUE WITH APPLICATION i .82=Request for Inspection Form ' f M OF SD�ryofo Town Hall Annex Telephone(631)765-1802 54375 Main Road v, (631)765 5Q P.O.Box 1179 G Q roger.richertt �own.soutliolla.ny us Southold,NK 11971-0959 QUmm� BUILDING DEPARTMENT i TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��5-P �`-P�''c��P/1� Date: 7 ,/ 7 . Company Name: f e f-S'eP) elf r Name: License No.: p 2 Address: (;..?/P2 Phone No.: �51 .37T-163j2 JOBSITE INFORMATION:: ((*Indiic , (*Indicates required information) *Name: (` .�� M•2 U' r/2 q _74 tit *Address: *Cross Street: *Phone No.: 2 Permit No.: 41 Tax-Map District: 1000 Section: Block: Lot: 71 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) HO= '7_14,b (Please Circle All That Apply) Is job ready for inspection: YES/ O. Rough In Final 1 70 *Do-you need a Temp Certificate: YES N Te nfonmation{!f needed) *Service 1 Phase 3Phase 100 150 200 300 350 400 Other I *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Informati PAYMENT DUE WITH APPLICATION .82=Request for Inspection Form Scott A. Russell ,��05111FQ'r� STOIR IMMIWAT]EIK SUPERVISOR AMIANA\G]EAMIIENT SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) =----- =:_ 1DO1E5 ')i';HIIS PROJECTCCIIIV'OLICPPLvAiNTY iOIF�TH[lE=1F01L1L0WING-- i Yes No El E[ A. Clearing, grubbing, grading or Stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or f illing involving more than 200 cubic yards of material j within any parcel or any contiguous area. ❑P,C. Site preparation on slopes which exceed 10 feet vertical rise to ;;! j 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 I. on FIRM Map of any watercourse. !I ❑�F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management j j 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 wit y—oour Building Permit Application. S.C.T.M. ': 1000 Date: APPLICANT: (Property Owner.Design Professional,Agent.Contractor.Other) f' DwrICt / 9� ' I NAhIE: SVD t!_� AL - r Section Block Lot S' ""'" **** FOR BUILDING DEPARTMENT USE ONLY**** Contact Information '�,,�,� ,I Reviewed By: J — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — Approved for processing Bwlding Permit. Stormwater Management Control Plan Not Required. j ❑ Stormwater Management Control Plan is Required. I� ,i (Forward to Enginccring Department for Rcvic\\ FORM �' SMCP-TOS MAY 2014 Town Hall Annex ? �� oG c �� y� Telephone(631-1802 54375 Main Road .c Fax(631) 734-9502 P. O. Box 1179 CA) -,C-- Southold, NY 11971-0959 y BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: t eo 2 , 2-Q(G Owner: , ,,) &-So6l nck-wi-s d— i �e-e-n �qLn r- crn Location of Property: L -5o 0 eJ a .. Ave � TT)4uC.P Please tt ke notice that the (check applicable line): �/ New residential structure Addition to existing residential structure Rehabilitation to an existing fesidential structure t: to be constructed.or.performed at the.subject prgperty reference above will,Utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC). in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name.(person submitting this form): Capacity(check applicable line): Owner i Owner representative TrussResReg15.doCX Effective 1!112015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC - -- ----DESIGNA'T1Oi6-Or CONSTRUCTION (PMS) - (PMS) ff187 TYPE BASED ON SECTION 609 OF THE BUILDING CODE OF NEW YORK STATE -F- 2" MIN. REFLECTIVE WHITE -.4. 1/2" STROKE - -:------ �E5tGN7�'t'tON- ORSTRC9C'i`Uttt: ----- COMPONENTS THAT ARE-OF TRUSS CONSTRUCTION "F" FLOOR FRAMIN•G,:INC�UDIN'G GIRDERStANt3.BEAMS'•„ "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAlihl(�IG TRUSS I-ESURCM- ION-SIGN COMDUNCE WTH 19 W-CRRPART.1,26..5, wrms:ALE EXANPLE TRUSS IDENTIRO VION SIGN DATE0340 12005 } ......4:-:. . , NEW YOI STATE DEPf�[�TJENT OF STATE DIVISION OF CODE ENFORCEUENT AND ADMINISTRATION aeF:t•�Xlcef+-r•.u�s.C�Cs« Jason Adams 1650 Meday Avenue p Mattituck, NY 11952 (646) 772-5336 MAY 2 2 2018 May 17, 2018 TOWN OFSOVI$OLD Michael J. Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Building Permits No's 40970 and 40971 1650 Meday Ave., Mattituck Dear Sir: I respectfully request a six (6) month extension to the expiration date of the above building permits. Thank you for your attention to this matter. dams Southold Town Building Department P.O.Box 1179 ' Permit#: 40970 53095 Main Rd y z Southold,New York 11971 Permit Date: 9/6/2016 W�y�o ao� �F631 765-1802 Expiration Date: 3/8/2018 Parcel M: 113.11-11 BUILDING PERMIT RENEWAL LETTER Dated: 2/27/2019 Applicant: Adams,Jason Location: 1650 Meday Ave.,Mattituck Work Description: ADDITION/ALTERATION construct additions and alterations to an existing single family dwelling,with hot tub,two COs required, as applied for. A FEE OF $510.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Adams, Jason Address: 382 Van Brunt St Brooklyn,NY 11231 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Jason Adams 1650 Meday Avenue Mattituck, NY 11952 (646) 772-5336 August 17, 2020 Michael J. Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Building Permits No's 43542 and 43543 1650 Meday Ave., Mattituck Dear Sir: I respectfully request a six (6) month extension to the expiration date of the above building. permits. Thank you for your attention to this matter.. Sinter i4 D AUG 2 1 2020 ---------- ------------ BUrLDING DEPT. E—.or?y13 aLorK: ;t Lor(s}:;t CIEV� i E JUL 1 2021 l tMD1NG DEPT. I O?F GGRAVEL 1h11/ENT — '` I �''(�j'' f EL 25.3 .�Y.LEDA L (4U) /-A E l�E. J CL 24.222_ -- _ .e i 77I BL fSEU ONE '.`d i DRIVEWAY Lll. l lY7a°35'00"E 150.00 d . CONI. MON. EL 26.0 A7 CORN �1. d: EL 26,8. W 1C DRY WELL 8'DIAx8'DEEP EL 27.5 1 41 UTE = z! 0 4ql l EL 27.5 srooP ::::':::::.r�ENCLOSED PO ISA :::::::::::DWELLING:::::: :::•: 38.6' d b i :.1o:s'-: :::.#1650:::::•::::::.::, WOOD — � FFL El .28.9;::::`.;;:c�.PATIO o 0 EL 28.4 :::::. :. I...............- 90.a' w L0 EL 28.8 I GATE :•:.:•35.8':.•::::.�:: O 10" WIDE 25.1'—.x6.6'::: 8.0" 0 �'{ Z WOOD DECK OUTDOOR Ld RIGHT OF WAY SF.�?:?:':•:: 0 SHOWER .:........ .. ❑ 6'x8.5' o::.: e O al � .N'.GARAGE.i SAA 1 W O :v ... 8'x8' N ............. ?i GATE EL 129.5 DO I � CONC. WALL EL 29.5 � 1 O . 1 P/0 LOT 27 Co 1 \ C, e::°I - P/O LOT 28 i O I o N EL 31.3 41 EL 31.5 f I I S71°32'20"W 150.20 I I N 04 O 0 1 1 \ \ 1 \ 1 0- CL I d I I FINAL SURVEY 04--15-21 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA770PIS REVISED 04-23-16 AND OR DATA OBTAINED FROM OTHERS. AREA: 14,793.84 S.F. OR 0.34 ACRES ELEVATION DATUM_ NAVD88 UNAUTHORIZED ALTERATION OR ADDITON 70 THIS SURVEY 1S A WOLA77ON OF SEC770M 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS77TUT7ON, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOKTV HEREON FROM THE PROPERTY LINES TO THE STRU077JRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY UNES OR TO GUIDE THE EREC77ON OF FENCES, AOD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UAILESS PHYSICALLY ENDENT ON THE PREMISES AT THE 77ME OF SURVEY suRl-Er of PART OF LOTS 26,27 &. 28 CERTIFIED TO: JASON ADAMS; —� MAP OF: MAP OF LOTS LOCATED AT � EILEEN SHANNON; MATTiTUCK L.I. PROPERTY OF WM. B. COOLING FILED:M.AY 10, 1921 AS #745 1 SITUATED AT: MATTITUCK rGW;N or:SOUTHOLD I KEN11TETIi Y YTOYCIrUK LAND SURYrYING, PLLC SUFFOLK COUNTY, NEN! YORK � � f� Professional Land Survenng and Design I J t ¢ fLf£s 4 F.O. Box 155 Agaebogue, New York 11991 FILE 123-164 SCALE:1°=20 DATE: DEC. 18, 21703 I PgOMG(i:9.)29a-1558 FAX (601) 256-t58t3 N Y.S. LISC. NO. 050852 metutnin{nx wo zr oras o_R.b-t 7,H6—y is r—etu U.xgr:evxx 0- C:) cy) Q) C:) C:) co Z -i,,\RT!E:NT AT E ca 4 P"ll, FOR THE F,E T A %�k'; Ti'LR R101OFT 7 �1:r-!1! = 0- o F('' --CTIONS: TO CHAPTER 236 -'N TV!0 E«CUPED OF Ti i E: TO''v;i CODE. F. -531-D CONCRETE — cu 2. & PLU'[,,li6lNG a) a) cu z 'AHOiN = 4. —1 - COP ISZTRUCTION' MUST .0 N -,, MPLETE FOR C.O. AU - �':.-DTR UOT 10N SHALL MEET THE RF F c7AIENTS OF THE CODES OF NEW yC, -"'ATE. NOT , RESPO!,"SIBLE FOR DE,�!, ,'i OR CONSTRUCTION ERRORS. TIRUSS PLA CARDIN OF TOV4N CODES I L: -OF �NS N REQUIRED l)"'rlr oil 1,6,61NG SOARD' P�-� BG UD \Iqps OC OR C U PA1\1 IS UNLAWFUL "kITIONCERTIFICATE -w BEDROOM ADRU MIN OF OCCUPANCY cq CERTIFICEF�REI rL CONTIENT of,l L GUpj\NG w >- OF 00 > Ej) IN CATER < Z 16 50 M E DAY AVENUE nF�r,-, US' CA NO STEMLEAC 2/1 U C)F lo/ < v lEE MATTITUCK NY 11952 EfG w 0 Lo DRAWING LIST SHT DESCRIPTION DATE \S?,ED A�C, T-000.01 TITLE SHEET 8/16/2016 �A SV-100.00 SURVEY 8/16/2016 SD-100.00 STORM WATER DRAINAGE 8/16/2016 1774 A-100.00 SITE PLAN 8/16/2016 A-101.00 DEMO PLAN 8/16/2016 A-102.00 FLOOR PLAN 8/16/2016 0 A-103.00 ROOF PLAN 8/16/2016 U) A-104.00 FOUNDATION PLAN 8/16/2016co 2:>< 2:3 cy) (D A-105.00 FOUNDATION DETAILS 8/16/2016 <Q Lo Lli < A-106.00 EXTERIOR WALL SECTIONS 8/16/2016 z ti < Z A-107.00 DETAILS 8/16/2016 0 0 w c/) (D W A-200.00 ELEVATIONS 8/16/2016 < 0- z A-201.00 ELEVATIONS 8/16/2016 0U) A-300.00 DECK PLAN 8/16/2016 A-301.00 DECK DETAILS AND ELEVATIONS 8/16/2016 E-100.00 ELECTRICAL PLAN 8/16/2016 Z 0 U) W W < AUGUST 16, 2016 W U) NO SCALE W TITLE SHEET T-001 . U o- o 0 � o (DO !E o U � � E m Y U FL O L a) - Z U (v S.C.T.M. NO. DISTRICT: 7000 SECTION: 713 BLOCK: 71 LOT(S): 11 F.:DGE OF GR AVEL PAVEMENT P AY (4o') AVENGE EL 25.3 M 4 I CL 24.2 4 a � °\ BLUE STONE ° \ <'jn 4 ° DR!VE, AY # U P © �i� � CREATE SWALE LIL 1 °° � TO CONTAIN RUNOFF N73035'00"E ° \A.ND DIRECT TO INLET. � 4 ° 150.00 � °I a CONC. EL 26.0 EL 25.4 j MON. PIT / CH AT CORN 41 PROPOSED ° G >/� � ,`Py n ° GRASS DRIVEWAY W\ I,- q STABLIZED WITH j a ° � C\)t GEO-GRID SYSTEM// 4 4 4 a? Z // PITC E 26.8 ° i 00 O t O PROPOSED i �' DRY WELL w ,.I 8'DIAx8'DEEP v EL 27.5 4`� =i 0 DI(25.0) I I ;LATE EL 27.5 /STOOP 2 (ENCLOSED �PORCN/N co C STY. FR. 38 � .6' G CA 15.1' I DWELLING � #I850 wooD o W oPAT ° I 1 8.9 F10.8Ln 4.2' �. EL 28.8 G;;AVEL i EL 28.41 ../'Z-0 10' WIDE 22.3' APRON 10.5',24.z' 0 z 8.0' Li n > n co CL RIGHT OF WAY o o 0 0 „c �+ �Do o I PROPOSED I Q0 o N DECK 8.7' '-' O 0 i EL 29.5 ~ � n O EL 29.5 _ 24.0, P/C LOT 27 P/0 LOT 28 I Co I cv EL 31.5 I EL 31.3 0 0 i I 150.20 S71032 20 W (flN Cd I O o I __j ,ED qR� I ., �PEL L. SCAI y0� DRAINAGE CALCULATIONS: A) DETACHED GARAGE & COVERED STORAGE= 528 S.F. ` 17742 .a � 528 x 0.166=87.65 < 88cf B) DRIVEWAY=800 SOFT. 725 x 0.166=120.35 < 121 cf C) PROPOSED ADDITION= 153 S.F. 153 x 0.166=25.40< 26cf TOTAL: 235 C.F REQ. PROVIDE (1) 8'DIA x B'DEEP DRYWELL = 338CF THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL O LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS U REVISED 04-23-16 AND OR DATA OBTAINED FROM OTHERS.NAVD88 v'�//)J�1 AREA: 14,793.84 S.F. OR 0.34 ACRES ELEVATION DATUM: ___ Q UNAUTHORIZED ALTERATION OR ADDITION t0 THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF CHIS SURVEY Q M C� MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUNQ L ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION (n LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. Q N THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE Z ti Q NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS z I` Q AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY O �� < O (0 w SURVEY OF: PART OF LOTS 26,27 & 28 CERTIFIED TO: JASON ADAMS; co d- MAP OF: MAP OF LOTS LOCATED AT EILEEN SHANNON; Q 0- MATTITUCK L.I. PROPERTY OF WM. B. COOLING FILED: MAY 10, 1921 -AS #745 OU) SITUATED AT: MATTITUCK Q 7) TOWN OF: SOUTHOLD KENNETH b1 IVOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design � r r P.O. Box 153 Aquebogue, New York 11931 FILE # 23-164 SCALE: 1 "=20' DATE: DEC. 18, 2003 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk z 0 U) rL o: w AUGUST 16, 2016 w J AS INDICATED rnw SURVEY SV- 100 . 00 U � o M 0 N O U O U) Z E -L -o n- o � a) Z U (V 24" CI FRAME AND PERF DRAIN COVER N 8' DIAMETER DRYWELL, 8'-0" DEEP 4 DRAIN PIPES TO DRYWELL SEE SITE PLAN FOR LOCATION W � ® � Z Q � U E— EXISTING STRUCTURE WL U-) Q 7_1 L < BEDROOM-3 �! \GY\p E► 1 Sc��;� 4" PVC RISER AND LEADER ADAPTER ���;� �- , � 17742 WOOD PATIO o HOT TUB c f) J co 2 EXISTING Q M L? o GARAGE W 0 c/) Z Q ti Q � zti < O � zt (Dw Q 0- -� Z O -- _ U, o Q Z O SITE ®RAINAGE PLAN 1 SCALE. 1/4" Lu AUGUST 16, 2016 W J 1/411 = 1'-0" w STORM WATER DRAINAGE SD- 1 00 . 00 U 0- 0 L) ~o Q) o -,c o U : L Q a� z E -'e U 11 O (n �- 3 � N � � Z U (V MEDAY AVENUE N 7303510011 E 150.000, - - - - - ---- - EL 26.0 EL 25. PITCH - I � I I I PITCH DRYWELL W 8' DIAMETER X 8' DEEP }- DI (25.0) ® > z � I Q EL 2 6:8 I vi >- � I I ` 42.0 Q U G� 0 W I- 23.6 --{ 4.2 38.4 I 2 Q I EL 2 7.5 (o 2 I I � o ► OI C`! RASS EL 2 7.5 p DRIVEWAY STABILIZED WITH I GEO-GRID SYSTEM I I 11c 10.5 u EXISTING STRUCTURE �-- 14.5 1,168 SF- FF EL. 28.9 38.5 z I I PROPOSED EXISTING WOOD I I 4 ADDITION PATIO CNI O ui 24.0 I EL 28. 152.25 SF co " " " " " " � I W Q 1.9 26.3 I (z) � ,Eb I GARAGE AND COVERED M � I STORAGE FILED UNDER I I PROPOSED ENLARGEMENT OF SEPARATE APPLICATION WALLED WOOD PATIO CO 22.0 FFL EL 28.65 19.8 I c/) ui 41* 23.8 42.6 FA EL 2 9.5 4.7 75 45.0 EXISTING WALLED PATIO 28.5 52.6 TOW EL 31.5 I 10. 14.0 I 0 U L 31 .3 _ EL 31 .5 U) cfl < co W 0 U-)Z Q ti Q S 7103212011 W 150.200' Z Q O � CW Q � W PROPERTY: 14 791(41 F 0R . 33 ACRES rL Q MAX PERMITTED LOT COVERAGE = 21958.80 SF EXISTING STRUCTURE = 1 ,696 SF - TOTAL W/PROPOSED ADDITIONS = 1 ,848.25 SF CLEARING, GRUBBING , GRADING AND STRIPPING OF SITE FOR THE PROPOSED WORK IS LESS THAN 5,000 SF. THE INSTALLATION FO PROPOSED NEW IMPERVIOUS Z 0 W SURFACES IS LESS THAN 1 ,000 SF Q AUGUST16, 2016 0 iff 101 -011 a W SITE PLAN A- 1 00 . 00 U 0- O N M O +1- N O !E O U � � Z E cu U 0— O cu a- N Z U N A KITCHEN EXISTING CHIMNEY LIVING ROOM (NO WORK) PORCH TO REMAIN (NO WORK) (NO WORK) W }- ® > Q Z Q U 0 it El W ~ II ui B TH 2 � ( WORK) O � C.0 75; �— L II II II II II II II II II II I UTILITY BEDROOM I I BEDROOM I I BEDROOM (NO WORK) II II II II II II II II 1 REMOVE EXISTING VINYL SIDING II �o L L. EXISTING PROPANE TANK TO BE RELOCATED BATH DEMOLITION NOTES . r I ENCLOSED (NO WORK) 1� REMOVE EXISTING STUCCO WALL FINISH i PATIO 1. REMOVE ALL PARTITIONS, DOORS, FIXTURES, ETC. INC=DICATED BY ---------- OF PLAN I I ' �¢� ''742 04 2. REMOVE ALL FINISH FLOORING IN BEDROOMS I I OP E+1 3. REMOVE ALL EXTERIOR SIDING BACK TO WALL SHEATHING AS INDICATED 4. REMOVE ALL DRYWALL AT EXTERIOR WALLS IN BEDROOMS 5. REMOVE SOFFIT AND FASCIA AT ALL AREAS OF SIDING REMOVAL DEMOLISH EXISTING COURTYARD WALLS AND FOOTINGS I II 6. NO STRUCTURAL ELEMENTS ARE TO BE REMOVED 7. ALL PLUMBING AND ELECTRICAL LINES, WHICH ARE TO BE REMOVED OR RELOCATED ARE TO BE CONCEALED PROPERLY AS PER CODE. J 8. REMOVE AND PROPERLY TERMINATE ELECTRIC HEATERS IN BEDROOMS. Cfl Q 9. PROTECT ALL HEATING DUCTS FROM DUST INTRUSION. EXISTING STONE PATIO TO BE REMOVED co Q W Z Q ti o REMOVE EXISTING VINYL SIDING � z r'.- Q 0 0 Q w z O co Q PLAN: DEMOLITION 1 SCALE: 1/4"= 1'-0" Z 0 U) w AUGUST 16, 2016 w J 1/4" = V-0" . w DEMOLITION PLAN A- 1 01 . 00 U 0- o 0 M N O �= O U � � co LIVING ROOM KITCHEN PORCH -0 6 z Z 2 (EXIST) (EXIST) (EXIST) A-104 Z � U O tYP 5-< U � N 0- O 3F ["l-_ Z 10'-5" 4Y2 wot wot 2'-8y2" 21.6„ 9'-1 4" 10'-104" 2'-6' 10 3 B co() to to BATH A-201 co © (EXIST) © 3 � — C CO ' A-104 t nP A-104 0 TYP d 0— j 2'-0" 00,0- 11-1011 UTILITY BEDROOM-3 \ _ BEDROOM-2 (EXIST) C> © o - MASTER BEDROOM c-t 2 X 8 JOISTS 16"OC IP CV __� -1-- -11- (J 8,_011 4'_6 411 81.011 41.6411 8�_O11 _ DN lJ OF 11Y2" 1 � 1 1 y 1 ,1 11 1 2 <11 41 �� A-201 1 I <: 9'-0" A-301 LU WOOD PATIO J1Q z 3 41 on 0`1 21-611 2'-0" 31-611 BATH U) �- =� HOT TUB G (EXIST) P, WALL TYPE UJ Q 0 ti O UJ WINDOW NUMBER L0 �— SHOWER O DOOR NUMBER C Q C010 IONIZATION SMOKE DETECTOR& CARBON MONOXIDE ALARM DETECTOR 141-011 8'-611 H o , DN < <:36 2 FLOOR PLAN SIM 0SCALE: 1/4"= 1'-0" A-201 DOOR SCHEDULE HARDWARE Eo.sR��o SYM NAME HEIGHT WIDTH THICKNESS ACTION MAT'L SET NOTES `�,G�P �,-A��� ANDERSEN SERIES A EXT BEDROOM 6-11 8-0 SLIDING WOOD CLAD ANVERS _ 200 PS 61611 R - LOW BRUSHED CHROME E GLAZING, COLOR GENERAL NOTES: REScheckSoftwareVersion4.4.4 Compliance Certificate 17�42 CJ "WHITE" ��® �-� 1. ALL WORK TO COMPLY WITH 2015 IRC, NYS BUILDING CODE AND SOUTHOLD B INT BEDROOM 6-8 2-6 1-3/8" SWING SC BIRCH PRIVACY SET CLEAR FINISH TOWN CODE Project Title:ADAMS RESIDENCE C CLOSET 6-8 4-0 1-3/8" SLIDING SC BIRCH CLOSET SET CLEAR FINISH LEnerra —fi'Cade 2010 New York Energy Conservation 2. COMBINATION SMOKE/CARBON MONOXIDE DETECTORS TO BE INSTALLED AS Corel n Suffolk County,New York onstruclwn Type 81nge-family C-1 CLOSET 6-8 6-0 1-3/8" SLIDING SC BIRCH CLOSET SET CLEAR FINISH PER IRC 314 IN EACH BEDROOM AND OUTSIDE OF THE SLEEPING AREA. ALL Healing Degree Days 5 8760 PrG�TYeon Degree Climate Zone 4 DETECTORS TO BE INTERCONNECTED AND POWERED BY 120VAC. 11-two, S 3. STORM WATER SHALL BE CONTAINED AND RECHARGED THROUGH DRYWELL Construction Site OAS A DA DesignerlContractor MAT MEDAY AVE JASON ADAMS O MATTITUCK.NY 11952 382 VAN BRUNT 1 AS INDICATED ON PLANS. JASOPET NY 281 JASONPETERADAMS(QGMAII COM 4. ALL WORK SHALL CONFORM TO NYS ENERGY CODE ,✓.� U) -' 4• - - 3n."Xlai..,' >v4e wz':ow.dm. 5. CONTRACTOR TO COORDINATE ALL BUILDING DEPARTMENT INSPECTIONS AS CampLan=e-,.TRDeeerThan Code " MaximurnDA as YrnnO,66 rrexbemcrsw°r.n�hw:(:aae mm nae�c wv aowmcanganro dro wuee nueaamroae•am+n r.d.e er COte REQUIRED INCLUDING BUT NOT LIMITED T0: "�"a"�`Nw•"'"`"�°"'°'°°`""""`°"`""�°""�""""�`�"�` `-J V F DOUBLE GATE SHT A-301 4-0 SHT A-301 SWING WOOD DBL GATE DTLS 1&2-A301 Envelope Assemblies LO (8)5.1. FOUNDATION, FOOTINGS AND WALLS FOR POURED CONCRETE (TWO ui 0 N � G SHOWER SHT A-301 2-0 SHT A-301 SWING WOOD SHOWER DTLS 1A&2-A301 °< a " 2i INSPECTIONS) � :�,�..�.�- : t. - z Q � Q Cedtrg 1 Other Caging 138 0 025 0 H SINGLE GATE SHT A-301 3-0 SHT A-301 SWING WOOD SINGLE GATE DTLS 1&2-A301 5.2. ROUGH FRAMING WtlI I Wood Frame,16 69 150 00 6 Z 0 5.3. INSULATION window,WppdFmme aal4ePanewlhtawE 14 0290 4 O O -11111 wL Wall Wood Frame.l6"oc. 120 150 00 9 1U 5.4. FINAL Wall Wood frame,We C, 85 00 00 T coW Door 1.Glass 56 0 290 16 W WINDOW SCHEDULE Fbor Alliahodd Over Unconditioned Spa a 38 90 00 6 'eiz WagSatd Concrete or Masonry Ari 00 10.0 T O WaR height'2 5' Depth below grade 20' Insulation depth 2 8' Q SYM NAME HEIGHT WIDTH NOTE Compfisnca SYetamenl The proposed Melding design descnYied here la corncM"t wdh the buadm0 planSpecR a rons and other calrulaAons eammihed wih the permit appimation The proposed bulldog hes been designed to meal the 2010 New ywk Energy Conserwaoon ConstnrcAan Cade W01BEDROOM 1-8 3-5 ANDERSON AN351, COLOR regmrementsm RESceoel Version 44 aged to Comply with the mandatory requirements hated in the RE9crmd ins!eYbn Chas,gst WHITE, LOW E GLAZING Name-TRe Signature Data Projed Tide.ADAMS RESIDENCEReport 03125/16 Data}Rename C:\U"mr 8dams\Popcom Cloud\Beach House\AutoCAD\DrawingslSouBwld DOP,51650 Meday-8 toot Page 1 of 1 door mk Z O V) HARDWARE SETS W 1. ALL SWING DOORS TO RECEIVE 1-1/2 PAIR 3.5" X 3.5" HAGER 1191 32D 2. PRIVACY SETS TO RECEIVE BALDWIN #5041 WITH #5046 ROSE FINISH 26D 3. SLIDING CLOSET DOORS TO RECEIVE "DELTANA" FP238 FINISH 26D AUGUST 16, 2016 4. SLIDING DOOR TRACKS SHALL BE "JOHNSON" #9603 WITH #9572 HANGERS ° 5. GARAGE DOOR OPENER TO BE 1/2HP, CHAIN DRIVE OPENER, "LIFTMASTER #8365" W 6. EXTERIOR GARAGE DOOR TO BE PRE-HUNG. PROVIDE LOCKSET AND DEADBOLT IN STYLE TO MATCH INTERIOR 1/4" = -011 SETS W 7. GATE HINGES TO BE ONE PAIR 1/2" GALVANIZED STEEL PINTLES AND L HINGES FLOOR PLAN 8. GATE LATCHES TO BE STAINLESS STEEL RING LATCHES BY "GATEMATE" A- 102 . 00 U � o � oo .E o U � r— L Z cu -� EL O cu Q� P-- Z U (v N ROOFING SPECIFICATIONS 1. ENTIRE ROOF TO RECEIVE 2" OF POLYISOCYANU RATE ROOFING BOARD MECHANICALY ATTACHED. INSULATION BOARD SHALL BE FIRESTONE ISO95+ GL. FASTENERS SHALL BE COMPATIBLE FIRESTONE ALL PURPOSE FASTENERS AND PLATES. FASTENERS TO BE OF ADEQUATE LENGTH TO PENETRATE ALL EXISTING ROOFING MEMBRANES INTO SOUND ROOF STRUCTURE. 2. ROOF MEMBRANES SHALL CONSIST OF ONE PLY OF SMOOTH SBS BASE SHEET AND ONE PLY OF WHITE GRANULE CAP SHEET —_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_ —5— —— — -—=— -—— —— —— — — —— — — — _ _ _ _ _ _ _ _ _ _ - - — — — — — — -- 3. BASE AND CAP SHEETS SHALL BE FULLY ADHERED WITH TYPE MB MULTI PURPOSE I r I COLD APPLIED ADHESIVE. 4. PROVIDE FULL PERIMETER WOOD NAILER FOR ATTACHMENT OF GRAVEL STOPS AND GUTTERS 5. PROVIDE COMPATIBLE LIQUID APPLIED FLASHING AT ALL PENETRATIONS 6. CUT NEW REGLET AS REQUIRED AND INSTALL NEW STAINLESS STEEL COUNTER 71 - I EXISTING FLAT ROOF PITCHED 1/4" PER 1'-0° I I NO INSULATION ON PORCH ROOF I I W FLASHING INTO MASONRY CHIMNEY j I ENTIRE ROOF TO RECEIVE 2" OF ADDITIONAL 7. PITCH GUTTERS 1" IN 10' MINIMUM ( I I INSULATION UON I j 8. PROVIDE 20-YEAR NDL WARRANTY FOR ENTIRE INSTALLATION i I i LJ i I ® ; U � o 1-1/2" CHAMFER TYPICAL O N o .� := o U r- #4 VERTICAL REBAR 24" O.C. `- 3" PVC X 12" LONG SLEEVE FOR FENCE POST Q Z E #4 VERTICAL REBAR 48" O.C. s- #4 VERTICAL REBAR 24" O.C. #4 HORIZONTAL REBAR 12" FROM TOP OF WALL 0 Y AND MID WALL U) U) W W 2 X #4 HORIZONTAL REBAR TYP Of Of HORIZONTAL REBAR 12" FROM TOP OF WALL Of .v N Q AND MID WALL Q 2 X #4 HORIZONTAL REBARS TYP cf) W 2 X #4 HORIZONTAL REBARS TYP Of 2 X #4 HORIZONTAL REBARS TYP O O -7" ,�- 21.011 01-711 11 01-711 •_0" 31_011 3 A 10" RETAINING WALL TYP 10" FOUNDATION WALL TYP C 8 FOUNDATION WALL TYP SCALE: 1/2"= 1'-0" B SCALE: 1/2"= 1'-0" SCALE: 1/2" = 1'-0" w � - � z Q GENERAL NOTES — w I— 2 F- 1 . ALL WORK TO COMPLY WITH ALL CODES OF NEW III o Q YORK STATE & TOWN CODES IIICD 2. CONTRACTOR IS RESPONSIBLE FOR o i I I N VERIFICATIONS OF ALL DIMENSIONS AND c CONDITIONS BEFORE WORK BEGINS. 14'- — 5v" 3. ALL FOOTINGS TO REST ON UNDISTURBED SOIL ANCHOR BOLT PLACEMENT TYP. — — MINIMUM 3'-0" BELOW FINISHED GRADE I 4. CONCRETE DESIGN AND CONSTRUCTION SHALL BB I 2 X 8 JOISTS 16" OC I I I BE AS PER ACI 318-89A 105 I PROVIDE 2' X 2' ACCESS c I I I 5. ALL CONCRETE TO BY 3500 PSI NORMAL WEIGHT I THROUGH EXIST. FOUNDATION WALL I 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM I I cc S2 A-185. MIN. TENSILE STRENGTH OF 707000 PSI I A-105 4,�"o �bAf, �.,�G�P�� L. SCti�,,� 7. ALL BAR REINFORCEMENT SHALL CONFORM TO I III �� ��- -� �n ASTM A-615, GRADE 60 I I `� `.` 8. FOUNDATION AND RETAINING WALL DESIGN AS1>1 ' — — — — — — q�` 17742 PER 2015 I.R.C. SECTION R404 0'-0" - — — — — — — `�O - — — — — — — — — FNE � ' 0'-0" 0 c o REFERENCE COORDINATE OUTSIDE CORNER OF EXIST. FOUNDATION o � N O Nz b� `l� U d M ao ih C`^ J OO N V�/)M r .0 Q co o ,�-6'-3y„ A ios z Q TYP Q 5-1 4'-11%" 5'-1" bo Z ti Q O0Cflw Q w 14'-8Y" p 8'-0" U) T r O O O O O O O O O O O O O O O O O O _ — — 19'-lOY2" 4'-0"O.C. TYP 01- 11 Z 0 A W ih Cs • cV N O M N 3" PVC SLEEVE TYP o AUGUST 16, 2016 W J AS NOTED An ' W Fo� UNDATIOII`Nm "m*kL 1\1 t FOUNDATION PLAN SCALE: 1/4" = 1 '-0" A- 1 04 . 00 U � O O M � N O !E O Ur^ T— �--' z E cu U FL O Cn � �- 4" CONC. W/6X6-W2.0 X W2.0 WWF 4" CONC. W/6X6 -W2.0 X W2.0 WWF 5 cu 0- = ti z DEPRESSION FOR GARAGE DOOR 3" SCH 40 PIPE COLUMN SIMPSON LU28 TYPICAL U N T.O.W [30'-0"] HILTI HIT-HY 200 ANCHORS T.O.W `IT L-1Tl-1TI-1TI-1TI' 1/2"X 6-1/2"TYP 2 X 8 JOISTS 16"OC 2"CONC. RAT SLAB ON 6-MIL VB T.O.SLAB [28'-10"] T.O.SLAB [28-4"] T.O.SLAB 10" COLUMN FTG. — „ITI-IiIlirirl. W/24" BASE [28' 0"] u =u -IL=Iu-u1-uIu =nI=11=1i=1 =1i1= 1=1i1=uI-III-II-Ii1=1ii= =m= O i M FOUNDATION ELEVATION BB FOUNDATION SECTION SCALE: 1 1'-0" L 1/4"= 1'-0" FOUNDATION SECTION SCALE: 1/4"= 1'-0" 2-2x8 DECK BEAM DEPRESSION FOR DOOR d, 2�3�/2"] �1-1T�TI��i_ SIMPSON ABU44 TYP. 1-1/2"CHAMFER TYP. T.O.WALL T.O.W [31' 6"] [28'-4',AB [28 10"DIA DECK FOOTING 10 ] MIRADRAIN DRAINAGE FABRIC IiI 1-1/2''PVC WEEPS W m_m—I�I_m 1 1 =ir�in=1T1=1i1=1 a=1 1-I 1= -ITi=T IT1=1T1=1 1=1 1=1 n= 6'-0"OC TYP ® / T_,_r=n=m- -�=n f[I 6"CONC/W/6X6- Q z L-I I 1, W2.0 X W2.0 WWF -111- 2$'-91/2°] DD FOOTING SECTION `-� �I Q U 1 GRADE _ - - --- - - T.O.S. SCALE: 1/4"= 1'-0" -i1 45 [2T-31/2"] i1'In' [27'-311/2'�'i1 'Ill Ii1� 11' Q EXISTING FOUNDATION I—i1 �Ti�u�Il�n- 11111=i11 III IITITImnim�il _-III�ii- — W III�i FOUNDATION ELEVATION 2 SCALE: 1/4"= 1'-0" U-) Q (� FOUNDA_T1 ION SECTION (� SCALE: 1/4" = 1' 0" 3"SCH 40 PIPE COLUMN HILTI HIT-HY 200 ANCHORS TOW 1/2"X 6-1/2"TYP 6'-2%" 71-4" 8'-2%" GRADE +EL, 1'-6" EL.31'-0" #4 HORIZ 12" FROM TOP AND MID WALL T.O.W. #4 VERT 24" O.C. T.O.W. [31'-6"] 4" CONC W/6X6-W2.0 X W2.0 WWF T.O.W. 1/2" EXPANSION JOINT FILLER GRADE [30'-0"] EL. 27'-3 1/2" T.O.SLAB 6MIL .VB A- �:l BOF 4' COMPACTED GRAVEL EL. 24'-6" 4- FED: L BOF EL.24'-6" FF PIPE COLUMN SECTION s ' FOUNDATION ELEVATION SCALE: 1/4 = 1'-0" O E SCALE: 1'-0" GARAGE SLAB DETAIL TYPICAL „742 0� EE SCALE: 1/4"= 1'-0" 0 OP N E_ MIN 7 BOLT DIA. l'-0"MAX NEW FOOTING EXISTING FOOTING ¢� (y) a � M � MIN TWO BOLTS PER PLATE r Q Ln 1/2"DIA X 12"ANCHOR BOLTS. 7"EMBEDMENT w 0 2 X 18"#5 REBAR DOWELS Uo MIN. z Q ti o EPDXIED INTO EXITING FOOTING o 6" EMBEDMENT z ~ ® cnjrw ° Qcoa z O ° a GG FOOTING SECTION SCALE: 1/4" X FOUND ��I��NAN�CH�Olr-1BOLT PLACEMENT SCALE: 1/4" z 0 w AUGUST 16, 2016 w J 1/4" = 1'-0" w FOUNDATION DETAILS A- 1 05 . 00 U o- o � oo 4- a) o o U � r- L Q +� z E U a: o co Y >- N N Z U (v 2" ISO ROOF BOARD MECHANICALLY ATTACHED 2" ISO ROOF BOARD MECHANICALLY ATTACHED 2-PLY SBS ROLL ROOFING 2-PLY SBS ROLL ROOFING 2" ISO ROOF BOARD MECHANICALLY ATTACHED 3/4" PLYWOOD ROOF SHEATHING 3/4" PLYWOOD ROOF SHEATHING 2-PLY SBS ROLL ROOFING 3X10 CEILING JOISTS 24" OC 3/4" PLYWOOD ROOF SHEATHING 3/4" HARDI FASCIA 3/4" HARDI FASCIA 3/4" HARDI FASCIA 1/4" HARDI SOFFIT 1/4" HARDI SOFFIT 1/4" HARDI SOFFIT 7/16" HARDI PANEL 7/16" HARDI PANEL 7/16" HARDI PANEL 1/2" PLYWOOD SHEATING 3" RIGID INSULATION 3X10 CEILING JOISTS 16" OC 1/2" PLYWOOD SHEATING v 3X10 CEILING JOISTS 16" OC 7/16" HARDI PANEL 1/2" DRYWALL 1/2 PLYWOOD SHEATING ;G 7/16" HARDI PANEL 3" RIGID INSULATION 7/16" HARDI PANEL 3" RIGID INSULATION 3/4" HARDI TRIM BOARD . 2" RIGID INSULATION 1/2" DRYWALL 3/4" HARDI TRIM BOARD 1/2" DRYWALL HYDRO GAP WR BARRIER3-1/2" BATT INSULATION 3/4" HARDI TRIM BOARD 2 RIGID INSULATION 2" RIGID INSULATION ® ; �- 1/2" DRYWALL 3-1/2" BATT INSULATION CC> 3-1/2" BATT INSULATION Q z �r DYKES 413 CASING II 1/2" DRYWALL 1/2" DRYWALL U) v 11 2 X 1-3/4" X 9-1/4" LVL 2.0E DYKES 413 CASING HYDROGAP WR BARRIER Q U II u HYDROGAP WR BARRIER TYP � `� 2 X 1-3/4" X 9-1/4" LVL 2.0E ui W � VX 2" PVC TRIM 3/4" PLYWOOD SUBFLOOR �: 3/4" PLYWOOD SUBFLOOR F-- 3/4" PLYWOOD SUBFLOOR 6" FIBERGLASS BATT INSLUATION COPPER LEDGER FLASHING 6" FIBERGLASS BATT INSLUATION 6 FIBERGLASS BATT INSLUATION �- 1 X 6 TREX DECKING 2X8 FLOOR JOISTS 16" OC 2X8 FLOOR JOISTS 16" OC METAL Z FLASHING W/CONCEALED FASTENERS 2X8 FLOOR JOISTS 16" OC 1I 2X8 PT LEDGER 5/8" x 2 " PVC TRIM 1" x 2 " PVC TRIM 1/2" X 4" HD GALV J LAG BOLTS 34" OC MAX l 2X8 PT DECK JOISTS 16" OC ° 2 X6 PT SILL PLATE 2 X6 PT SILL PLATE ° 2 X6 PT SILL PLATE COPPER TERMITE SHIELD COPPER TERMITE SHIELD � _ � �_� _ �_ ° _ _ ° COPPER TERMITE SHIELD 1/2 X 10 SILL APdCHOR BOLTS 6-0 OC MAX — 1/2" X 10" SILL ANCHOR BOLTS 6-0" OC MAX I= I = = =1 = 10" SILL ANCHOR BOLTS 6'-0" OC MAX 2" III—III—III— I1 RIGID INSULATION III=III-1 I-III= I1 2 RIGID INSULATION III=1I ) I—III=III= 2" RIGID INSULATION =1 1=1 I 1=1 —III ° 6 MIL VAPOR BARRIER TOP EDGED CAULKED TO FOUNDATION WALL -1 1III=1I 1=III 6 MIL VAPOR BARRIER TOP EDGED CAULKED TO FOUND. WALL =1 =1 1=1 I = 6 MIL VAPOR BARRIER TOP EDGED CAULKED TO FOUNDATION WALL I I I—III—III-I 1=1 III= = =1 FE 2" CONCRETE RAT SLAB ON 6 MIL VAPOR BARRIER 2" CONCRETE RAT SLAB ON 6 MIL VAPOR BARRIER =III—III III III- ° 2" CONCRETE RAT SLAB ON 6 MIL VAPOR BARRIER ��D � I 111= =III- —III= ° �� � ,IIIA ' ' 11=1 111-11 I-' '_ ° - -111 ° a =111=111 ,111—� ° —I 1 III—I 1-111=11 — c� �ti -111 .,A 17742 A EXTERIOR WALL SECTION AT DOOR EXTERIOR WALL SECTION AT WINDOW EXTERIOR WALL SECTION TYP OP N�� 1 SCALE: 3/4" = 1'-0" 2 SCALE: 3/4" = V-0" 3 SCALE: 3/4" = 1'-0" 0 U U) J Q L? U� zQI� Q � Z O0 w Q co W -� `- z 0 U) a Z w AUGUST 16, 2016 w J 3/4" = 1'-0" W EXTERIOR WALL SECTIONS A- 1 06 . 00 U � o � oo Q) o !E c) U � r— L Q -+� Z E m U EL O 2" RIGID INSULATION ) BLOCKING TYP 3/4" PLYWOOD ROOF SHEATHING ca N ' U N Z 3/4" HARDI FASCIA BOARD j RIGID INSULATION TYPICAL RIGID INSULATION TYPICAL 1/2" HARDI PANEL FASCIA 3" RIGID INSULATION 3 X CEILING JOISTS BLOCKING TYPICAL 1/2" DRYWALL 7/16" HARDI PANEL BLOCKING TYPI 1/2" DRYWALL DOUBLE 2 X 4 TOP PLATES � 2 X 4 STUD WALL 16" OC TYPICAL 2 X 4 STUD WALL 16" OC 3/4" X 5-1/2" HARDI TRIM BOARD ? DOUBLE 2 X 4 TOP PLATES 1/2 DRYWALL 3 ROXUL SOUND BATT INSULATION � 3" ROXUL MINERAL WOOL SOUND CONTROL7/16" HARDI PANEL 1/2" DRYWALL INSULATION 2 X 9-1/2 LVL HEADERS AT DOOR OPENINGS 3-1/2" ROXUL MINERAL WOOL INSULATION TYVEK WRB TYPICAL 1/2" PLYWOOD SHEATHING FINISH FLOOR 1/2" QUIETROCK DRYWALL BOTH SIDES 1/2" QUITEROCK DRYWALL BOTH SIDES 2 X 4 STUD WALL 16" OC SUBFLOOR 2 X 8 FLOOR JOISTS FINISH FLOORING METAL WALL FLASHING TYPICAL 3/4" PLYWOOD SUBFLOOR _ 1 X 2 PVC TRIM ......................... ..... .............................. 7/16" HARDI PANEL FOUNDATION WALL 5-1/2" FIBERGLASS BATT INSULATION 2 X 8 FLOOR JOISTS 2" RIGID INSULATION W Q Z OLTERIOR WALL TYPICAL - NON-BEARING SLTERIOR WALL TYPICAL - BEARING 2 EXTERIOR WALL TYPICAL SCALE: 3/4" — 1'-0" SCALE: 3/4"- 1'-0" SCALE: 3/4"= 1 -0 Q U 0 D W F-- 2 oQ 3-PLY SBS ROOFING2 ' � 2 X 10 BLOCKING 3/4" PLYWOOD ROOF SHEATHING 3/4" HARDI FASCIA 3-PLY SBS ROOFING 2 X 6 BLOCKING 3-PLY SBS ROOFING „ TJI 110 X 9-1/2 16 OC 3/4" PLYWOOD ROOF SHEATHING 3/4" PLYWOOD ROOF SHEATHING 1/2" HARDI SOFFIT 2 X 10 OUTLOOK RAFTERS 16" OC NOTCH INTO TJI'S 3/4" HARDI FASCIA 3/4" HARDI FASCIA 4 X 12 BEAM 1/2" HARDI SOFFIT TJI 110 X 9-1/2" 16" OC TJI 110 X 9-1/2" 16" OCC��,�`G�PE� {<-fid ' n 2 X 6 OUTLOOK RAFTERS 16" OC 1/2" HARDI SOFFIT 3B GARAGE ROOF SCALE: 3/4" 1'-0" HARDIPLANK AND TRIM = DOUBLE 2 X 4 TOP PLATE DOUBLE 2 X 4 TOP PLATE PAY HARDIPLANK AND TRIM , 17742 0�� -rte ♦e,R.1 '� HYDROGAP WR BARRIER TYP HYDROGAP WR BARRIER 3-PLY SBS ROOFINGV, A" TJI BLOCKING 3/4" PLYWOOD ROOF SHEATHING HARDIPLANK SIDING I HARDIPLANK SIDING 2 X 4 STUD WALL 2 X 4 STUD WALL 0 O 1/2" PLYWOOD SHEATHING 1/2" PLYWOOD SHEATHING 3/4" HARDI FASCIA U 2 X 6 BOTTOM PLATE 2 X 6 BOTTOM PLATE U) Cfl Q 73 M TJI 110 X 9-1/2" 16" OC Q co FOUNDATION WALL FOUNDATION WALL 1/2" HARDI SOFFITW Q N U) Z I` Q 0 4X 12 BEAM .-. < O c0 w < (o0- z (D2sARAGE WALL TYPICALCALE: 3/4"= 1'-0" 3A GARAGE WALL TYPICAL 3C GARAGE ROOF SCALE: 3/4 1 0 SCALE: 3/4 — l'-O" z 0 cn w AUGUST 16, 2016 w J U 3/4" = 1'-0" cn WALL SECTIONS AND DETAILS A- 1 07 . 00 U CL C:) � oo a) o !E c) U - - L Q a) z L O U) Y a) Z U (v T.O.W. T.O.W. [31'-6"] T.O.W. [30'-9"] [31"-0"] [30'-0"] 01ARAGE WEST ELEVATION SCALE: 1/4" = 1'-0" C) \W � s / Q z � U W Lo oQ N 10 ti ti EAST ELEVATION @LRAGE SCALE: 1/4" G�PEL L. Sc �g0� Z 17742 0 SOP N O U U) C J CO L W U) Z Q ti a � Z cl Oow Q � a -� Z 0 M OO IT co \ O e ti o N 1�04 w ti AUGUST 16, 2016 DNORTH ELEVATION W SCAL E: 1/4"= 1'-0" U) 1/4" = 1 -0" W ELEVATIONS A-200 . 00 U o- o U � r— C/) Q � z O U) �- cu u Z cn U N N r = � N N - LIGHTS @nEST ELEVATION SCALE: 1/4"= 1'-0" \W / Q z Q U W I-- 2 H oQ C.0 � GARAGE SOUTH ELEVATION 2 SCALE: 1/4" = 1'-0" C� u� w. 17742 ®F N E`N O U U) co J M � 0 L? U� Z Q ti Q � z � Q OU) C-0w Q � a Z o EXISTING 9 fV z 0 w SOUTH ELEVATION AUGUST 16, 2016 1 SCALE: 1/4"= 1'-0" "' U) 1/411 = 1'-0" w ELEVATIONS A-201 . 00 U o- o L) O ~o Q) o U O Q � -,-. z E •L = FL o U a) z U (V Fj A jQ1 ALL DECKING TO BE TREX ENHANCE-COLOR "TBD" ,1 X 6 GROOVED, INSTALLED WITH CONCEALED FASTENERS PROVIDE 1/2" SPACING BTW DECK AND HOT TUB ELI W � Q Z Q U Q W NG PLAN 2 ODECKI SCALE: 1/4"= 1'-0" coN � D �A ,. • ���\G�PEL L s�y'�'��, 17742 yQ ALL JOISTS, LEDGERS AND BEAMS TO BE 2 X 8 PT UON 0 PROVIDE DOUBLE JOISTS AT DECKING BUTT JOINTS U � � Q C`7 2-2x6 BEAM WN U� Z Q ti Q Z ~ Q O0 � W Q � W z 0 a Z 0 w DECK FRAMING PLAN 2 SCALE: 1/4" AUGUST 16, 2016 W J 1/4" = 1'-0" W DECK PLAN A-300 . 00 U � O � Oo 2 X 8 CEDAR CAP AND JAMB 10" Q � � a) Z 52 L) 00 OZ-POST FENCE BRACKET IS-FBL ,� _ F O BENT AROUND 2 X 4 VERTICAL 0 1 X 6 TRE) 1 X 6 TREX ENHANCE DECKING — ca cu � N Z `D 5/4 X 6 CEDAR BOARDS v N TREX FASCIA PANELS RIPPED TO WIDTH 3I� \ GLUED AND SCREWED TO co FRAME EXTERIOR SHOWER ELEVATION 10' CONCRETE RETAINING WALL LD SCALE: 1/4"= 1'-0" WITH 1-1/2" CHAMFER TYPICAL 3Y411 21 5/4 X 6 CEDAR BOARD FRAME DOWELED AND GLUED 52" TOGETHER FENCE POSTS SET 1/2" OFFSET FROM CENTERLINE OF WALL TYPICAL OZ-POST FENCE BRACKET IS-FBL 2-3/8" OD STEEL FENCE POST SET IN 3" T.O.FENCE PVC SLEEVE 12" LONG TYPICAL [36'-s"] TYPICAL SPACING 2 X 4 CEDAR VERITCAL `� 5/4 X 6 CEDAR HORIZONTAL BOARDS C) W ® � Z Q _ Tr_l � QU TOP OF DECK Q EL.28'-8" i� � GRADE91 CWC Ln Q B.O.F. co [-T-91/2"] (BSE.CTION THROUGH HOT TUB FENCE ON RETAINING WALL SECTION SCALE: 1/4"= 1 �� SCALE: 3"= 1'-0" CONSTRUCTION DETAIL @GATE SCALE: 1-1/2"= 1'-0" Oft BUILT UP DOOR OF 5/4 X 6 CEDAR BOARDS 17742 y� BUILT UP DOOR OF 5/4 X 6CEDAR BOARDS L STRAP HINGES AND PINTELS L STRAP HINGES AND PINTELS 2 X 8 CEDAR JAMB 5/4 X 6CEDAR JAMB O 2 X 4 FRAMING 2 X 4 FRAMING Cfl Q M 5/4 X 6CEDAR BOARDSLLI 5/4 X 6 CEDAR BOARDS r N U z Q N Q � z ~ Q O0C-0W Q � Q_ -� Z O U) a GATE SECTION SHOWER DOOR SECTION /� 1 SCALE: 1-1/2"= 1'-0" SCALE: 1-1/2"= 1'-0" 0 AUGUST16, 2016 w 1/411 = 1 U '-0" U W DECK DETAILS A-301 . 00 U � o M ELECTRICAL NOTES N O 1. ALL WORK TO CONFORM TO THE LATEST NATIONAL ELECTRICAL CODE, v O SOUTHHOLD TOWN CODE AND ALL OTHER GOVERNING AGENCIES LIVING ROOM KITCHEN PORCH (EXIST) (EXIST) (EXIST) Q � z 2. ALL EXTERIOR AND UNDERGROUND WIRING SHALL BE RUN IN PVC CONDUIT U 3. ALL INTERIOR WIRING SHALL BE NON-METALIC (NM) CABLE a. p 4. ALL LOW VOLTAGE WIRING SHALL BE MINIMUM 14 GA. DIRECT BURIAL Y >- CABLE N 5. ALL CONDUCTORS SHALL BE THWN/THHN COPPER cu 6. ALL EXTERIOR AND DEVICES SHALL BE INSTALLED IN WEATHR-PROOF Nz U ENCLOSURES 7. ALL DEVICES SHALL BE DECORA STYLE, COLOR WHITE 8. PROVIDE ADDITIONAL CIRCUIT BREAKERS IN EXISTING PANEL BOARD AS REQUIRED coc) BATH 9. PROVIDE GFIC PROTECTED OUTLETS IN ALL EXTERIOR APPLICATIONS / co (EXIST) AND GARAGE AS REQUIRED / o� co• 10. PROVIDE ARC FAULT PROTECTION IN AS REQUIRED BY CODE. / 11. ALL SWITCHES TO BE LOCATED 48" AFF TYPICAL, ALL RECEPTACLES TO BE MOUNTED 18" AFF TYPICAL EXISTING 12. NO FIXTURES OR DEVICES TO BE INSTALLED WITHIN 5' OF HOT TUB \ BREAKER PANEL 13. REFERENCE DETAILS AND ELEVATIONS FOR FIXTURE INSTALLATION — X LOCATIONS UTILITY 14. COMBINATION SMOKE AND CO DETECTORS TO BE INSTALLED IN ALL BEDROOM-3 BEDROOM-2 (EXIST) BEDROOMS AND OUTSIDE OF BEDROOMS AS SHOWN. ALL UNITS TO BE MASTER BEDROOM 120V HARDWIRED AND INTERCONNECTED TOGETHER. ALL DEVICES TO BE WALL MOUNTED BETWEEN 4" AND 12" FROM CEILING A 413 R / 4 B 60 B DN W G wp -- L111 --"/r Lc 2#6+1#10 GRD-314"PVC CONDUIT CONNECT TO HOT TUB WOOD PATIO / W � BATH Q z HOT TUB (EXIST) Q U LB cl D W � SHOWER 2 / OQ Cfl LB LB LB LB 7�DN--- O FLOOR PLAN 1 SCALE: 1/4"= 1'-O" E D ARC, C�`c�G�P�L L. SC'fr�✓e� �A �n LIGHT FIXTURE SCHEDULE17742 PN 11 SYM NAME VOLTAGE WATTAGE MAKE/MODEL EXG BEDROOM 120 EXISTING EXISTING FIXTURE - REINSTALL 0 A BEDROOM 120 MATCH EXISTING LED SUPPLIED BY OWNER Q Qco M B PATIO & GARAGE 120 LED SUPPLIED BY OWNER w 0 N zQl` Q C GARAGE 120 LED SUPPLIED BY OWNER 0O ^ O c0 w QW LA NOT USED NOT USED Z 0 LB BENCH 12 VOLT G4-20-12V-827 VOLT #631 -48 LC STEP 12 G4-15-12V-827 VOLT #630-48 Z O T TRANSFORMER 120/12V 75 WATT VOLT VTR-75-33 w W AUGUST 16, 2016 W J U) 1/41' 1'-0" W ELECTRICAL PLAN E- 1 00 . 00