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HomeMy WebLinkAbout41188-Z �o�p FFQt'�cQG� Town of Southold 3/20/2017 o - P.O.Box 1179 o • ,9 53095 Main Rd 'y, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38866 Date: 3/20/2017 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 40200 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/4/2016 pursuant to which Building Permit No. 41188 dated 11/23/2016 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, for storage only, to an existing restaurant as applied for. The certificate is issued to Mgh Enterprises Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41188 2/15/2017 PLUMBERS CERTIFICATION DATED Au ed,7ature ��q�gtlFFOtK�OG� Town of Southold 3/20/2017 P.O.Box 1179 a o 53095 Main Rd 'S.jjol ,�ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38867 Date: 3/20/2017 THIS CERTIFIES that the building COMMERCIAL Location of Property: 40200 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 15.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/4/2016 pursuant to which Building Permit No. 41188 dated 11/23/2016 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: relocation of an existing walk-in cooler as applied for. The certificate is issued to Mgh Enterprises Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 7 h ed Signature sv fQ4,' TOWN OF SOUTHOLD , BUILDING DEPARTMENT t tib' �' Cn TOWN CLERK'S OFFICE Vi ,. 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#: 41188 Date: 11/23/2016 Permission is hereby granted to: Mgh Enterprises Inc PO BOX 333 Orient, NY 11957 To: additions and alterations to an existing restaurant as applied for. At premises located at: 40200 Route 25, Orient SCTM #473889 Sec/Block/Lot# 15.-9-8.1 Pursuant to application dated 11/4/2016 and approved by the Building Inspector. To expire on 5/25/2018. Fees: COMMERCIAL ADDITION/ALTERATION $402.00 CO -COMMERCIAL $50.00 otal: $452.00 Building Inspector f Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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. Nov 3rd, 2016 New Construction: V Old or Pre-existing Building: (check one) Location of Property: 40200 Rte 25 Orient Point House No. Street Hamlet Owner or Owners of Property: Orient by the Sea Restaurant Suffolk County Tax Map No 1000, Section 15 Block 09 Lot 08.1 Subdivision Filed Map. Lot: Permit No. ``o o Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature SOUjyol Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 �Q roger.richert(a)-town.southold.ny.us Southold,NY 11971-0959 Q T1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: MGH Enterprises Inc. Address: 40200 Route 25 City: Orient St: New York Zip: 11957 Building Permit#: 41188 Section: 15 Block: 9 Lot: 8.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric Inc. License No: 3677-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 23 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 10 Twist Lock Exit Fixtures TVSS Other Equipment: Relocate Electrical Panels in Utility Room Notes: Inspector Signature: Date: February 15, 2017 0-Cert Electrical Compliance Form.xls pF SO(/J�OIo �ycoum,Nc� 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 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR , x L SOplyolo �l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE / INSPECTORS OE S0(/Tyo ��OOUNTI,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [X] R GH PLEIG. FOUNDATION 2ND [ LATION FRAMING / STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 2,4�1ID&5 t- CZfiVi OA �i'n Qi�t•5 �I � S'` �'Afk ie,"- nat ad/ Se&0 Al DATE- - l INSPECTOR 1 1 apF SOUj�, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ 'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �IYID�Q. o(oms +C,. D K DATE INSPECTOR hr JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: February 28, 2017 To: Town of Southold Building Dept Re: Foundation, Framing, Strapping Inspections MGH Enterprises 40200 Rt. 25 Otient, NY Permit#41188 This letter certifies that an inspection was performed on the Pile foundation, Framing, and strapping at the above mentioned Addition/Alteration and all the work was installed as per plan and meet all state and local codes. Any questions feel free to call. OF NEW Y DEER6o'Q,� CO s c ely, � � w James erkoski P.E. OA�'OFESS� �P D [EC[EG'f(E D MAR m 1 2011 sul�n PTS TOI F O OLID FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION IST =+ -------------------------------------- FOUNDATION (2ND) J tli z ROUGH FRAMING& PLUMBING y INSULATION PER N.Y. STATE ENERGY CODE M 'Gn5 Ai,\ i FINALiffl lS 1/lf L �tf1( 1� ' I nr44ftvd& 4-C ADDITIONAL COMMENTS 11-25 00 1 ,6 rec* 09`� o a sn - cc iC C L � b H TOWN OVSOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUIUDING 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. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form e2— Contact: Approved ,2 0 Mail to: Joan Chambers Disapproved a/c PO Box 49 Southold NY,11971 Phone: (631)294241 Expiration 20 D c`���0�� Building Inspecto NOV 3 2016 LICATION FOR BUILDING PERMIT � Date November 3rd 520 16 BU"ING DEPT. INSTRUCTIONS TOWN OF SOg a. This application a completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises Orient by the Sea Restaurant (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: 40200 Rte 25 Orient Point House Number Street Hamlet County Tax Map No. 1000 Section 15 Block 09 Lot 081 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 Restaurant and Marina b. Intended use and occupancy. Same with new storage building to replace existing storage building. 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 N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 16.3' Rear 16.3- Depth 10.4' Height 11' Number of Stories 1 Dimensions of same structure with alterations or additions: Front 26' Rear 26 Depth 16' Height 21'-8" Number of Stories 2 8. Dimensions of entire new construction: Front 26' Rear 26' Depth 16' Height 2V-6° Number of Stories 2 9. Size of lot: Front 1000.01 Rear 752.00' Depth 181.72' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Mll 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO V Will excess fill be removed from premises?YES NO-V 14.Names of Owner of premises Bob Hasse Address Phone No. (631)9263736 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES \/ NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF1,0W, OF SO TH904D ) Joan Chambers beim dulysworndeposes a SEPEP,4% t (Name of individual signing contract)above named, P.O. Box 1179 L��y� � Southold, 11971 (S)He is the L\�'�"' � N.Y.- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed thei �n2m6tke eand file this application; that all statements contained in this application are true to the best of his kno� work will be performed in the manner set forth in the application filed therewith. No.01 BU6185050 Qualified in Suffolk County Sworn to before me this Commission Expires April 14,2 0)'0 "btzl�day of 'Q v 20 Notary Public r- " -gnature of Applicant tf S UP Town Hall Annex John M.Bredemeyer III,President �o�� y�lO Michael J.Domino,Vice-President 54375 Route 25 Glenn Goldsmitht3 P.O.Box 1179 Southold,New York 11971 A.Nicholas Krupski _ �. ® �O Telephone(631)765-1892 Charles J.SandersOlyCol1 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8890A Date of Receipt of Application: October 4, 2016 Applicant: MGH Enterprises, Inc., c/o Robert Haas SCTM#: 1000-15-9-8.1 Project Location: 40200 Route 25, Orient Date of Resolution/issuance: October 19, 2016 Date of Expiration: October 19, 2018 Reviewed by: John M. Bredemeyer, III, President Project Description: Remove the existing shed; relocate the existing portable ; walk-in cooler; remove 532sq.ft. of wood decking; install helical piles and grade beams to support a new 16'x16'two-story accessory building and new 10'x4' utility shed. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Joan Chambers revised on October 23, 2016 and stamped approved on October 31, 2016. Special Conditions: The containment of roof run off in accordance with Chapter 236 of the Town Code, Stormwater Management Control Plan. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer, III President Board of Trustees �o��pf SO�Tyolo Michael J.Domino,President Town Hall Annex John M.Bredemeyer III,Vice-President A 54375 Route 25 P.O.Box 1179 Charles J.Sanders coy Southold,New York 11971 Glenn Goldsmith ® �ay� Telephone(631)765-1892 A.Nicholas Krupski I�C�U���C: Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1312C Date: February 28,2017_ THIS CERTIFIES that the removal of the existing shed;relocate the existing portable walk-in cooler-, remove 532sq ft of wood decking,install helical piles and grade beams to support a new 16'x16' two-story accessory building and new 10'x4' utility shed, At 40200 Route 25,Orient Suffolk County Tax Map#1000-15-9-8.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 4, 2016 pursuant to which Trustees Administrative Permit#8890A Dated October 19, 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 the removal of the existing shed,relocate the existing portable walk-in cooler; remove 532sq ft of wood decking, install helical piles and(fade beams to§Twort a new 16'x16' two-story accessory building and new 10'x4' utility shed. The certificate is issued to MGH ENTERPRISES INC., c/o ROBERT HAAS owner of the aforesaid property. Authorized Signature Scott A. Russell , �105U ��, ST01R. \M[VVAT]E1K SUPERVISORco MA\.NA,G IEM IFINN 7r SOUTHOLD TOWN HALL-P.O.Box 1179 Vk �l 53095 Main Road-SOUTHOLD,NEW YORK 11971 �0 Town of So u th o fd CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) FFrDOES 'I7EII5 I?I�o�7E�,"f' I101volLVE A�I�' ®� 'rl�lE Ii OL G =� 1 (CHECK ALL THAT APPLY) i D �!� Yes No NOV 21 209, { ❑�A. Clearing, grubbing, grading or stripping of land which affects more lrl than 5,000 square feet of ground surface. o UXDINGD ❑Ef B. Excavation or filling involving more than 200 cubic yard �WAU , !jt within any parcel or any contiguous area. (�l [19C• Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 11 ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. �� ❑® E. Site preparation within the one-hundred-year f loodpldin as depicted on FIRM Map of any watercourse. ❑( F. Installation of new or resurfaced impervious surfaces of 1,000 square Vit(( 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. Date APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other S.C.T.M. #: 1000 Distinct w NAME- 'G• r/ V 1' \i _ Section — Block—- Lot FOR BUILDING DEPARTMENT USE ONLY Contact lnfor a{, mahotx rr. nI/v'y J-`V]''r�1 �1 wac.� 1 I i — — ` — — — — — — — Reviewed By: — Date: Property Address 1 Location-of Construction Work: i' i — — — — — — — — — — — — — — — — ! ' A 2�0 m �t _ ( �� 1` Approved for processing Building Permit. {` 'f �! !i Stormwater Management Control Plan Not Required. f ';I © Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) 1 --- -------�__.______ FORM # SMCP-TOS MAY 2014 } r APPLICANT. S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) •XQ=— = — dpSu�QIr I r pt 08_1 Stormwater Management Control Plan CHECK LIST ' NAME Bc)8 w IE—_� Section Mocl. Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pk-P""' * The applicant must provide a Complete Explanation and/or Reason for not lovidin g �r_ ate, ` 2,5. lY °'� all information that has been Required by the following Checklistl 1. A Site Plan drawn to scale Not Less that G0' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0 0r___ Sp"�7 °Sbtt w\eZzNE& 2 .2 .D 1 -m 7°to•to b. Total Site Acreage. ✓ 0 1 4-.6.A-eKes— co suRvEy c. Existing- Natural & Man Made Features within 500 L.F. 5 :5 U g-kj V � of the Site Boundary as required by §286-17(C)(2) d. Test Hole Data indicating Soil Charactensticas&Depth to Ground Water. �r e, Limits of Clearing & Area of Proposed Land Disturbance. == see- C-r 3- &SEDIMENT CONTROLS f. Existing&Proposed Contours of the Site (Minimutn 2•intervals ==I= A LL_ >r Z Shall include but not be lffimitpci tn. g. Location of all existing &proposed structures, roads, A well maintained driveways,sidewalks, drainage improvements& utilities. S eET_ SORveY Wire h. Spot Grades&Finish Floor Elevations for all existing& S Sv V. - exposed and,W! i!idLftiVe _ St-prling of 42 proposed structures. soils. 1. Location of proposed Swimming Pool and discharge ring. 0 to a Z5 W' M ° 'PODc. 1. Location of proposed Soil Stockpile Area(s). 0 o &Az&-P1 pi 6— k. Location of proposed Construction Entrance/Staging Area(s). F7v] (63r- "I D 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. V DO Cly' 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,stole,and infiltrate on-site the run-off from all impervious surfaces generated by a t%vo(21 inch rainfall/storm event. DR AINAGE INSPECTIONS ARF REQ1 IIR%"OF 8 3. Details&Sectional Drawings for stormwater practices are required for approval. Crintact 10S Engineering at 7654560 befere Items requiring details shall include but not be limited to: a. Erosion& Sediment Controls. that the dra*nage has bee,,illbtdiled to Code. b. Construction Entrance&Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) �0 d. Leaching Structures (e. .infiltration basins,swales,etc.) ENGINEERIi G E P A R T USE ONLY "* 'i' Additional Information is Required. 11 Reviewed& El Stormwater Management Control Plan is Not Complete. j� I; Approved By: — — — — — — — — — — — — — — — — — — — — — — — — jE� F771 Stormwater Management Control Plan is Complete. 1� Date: 1 ( /� l SMCP has been approved by the Engineering Department)1 Ji) FORM ' SWCP Check List-TOS MAY 2014 t \I lil� Tam Hell Annex 54875 Main)toad Tekphone(6311))77655--11802 P.O.Box 1179 • er.riche w(r�i lutn I�.n .0 Souffiold,NY 11971-0959 Y BUILDING DEPARIVENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION FEUESTED BY: ��r,� &jo 6 , AI<- Date: mpany Name: .� C c_ Name: License No.. 3 la 77 de= Address: ,a, A1. - 11935" Phone No.: 3 _7344 3"j p JOBSITE INFORMATION: (*Indicates required information) *Name: tICzH *Address: q 01 o n 43— 0111".Y- 91.�/ -� J 9 �7,..__.. --- *Cross Street: P—;rw �-5 *Phone No.. _ (��I� 73 q--S"L-?o ..�..�_ Permit No.: _ )1 'Q-? Tax-Map District: 1000 , Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) s 1� ce_ -e- - (Please Circle All That Apply) *Is job ready for inspection: S NO ough In Final *Do-you need a Temp Certificate: YES Temp Information(if needed) *Service Sipe: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Seryice Overhead Additional Information: PAYMENT DUE WITH APPLICATION 8241eWest for Inspection Form 0/ p�Q��}EFOt,�coG Town Hall Annex �� y Telephone(631-1802 54375 Main Roado �tI Fax(631) 734-9502 P. O. Box 9179 C/I Southold, NY 11971-0959 411 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: /Voyemker 3c1 100: Owner. _ Roba 1 Location of Property: fie, '1 S_-g-clear PdIhI I MI Please take notice that the (check applicable line): New*residential structure : AccenorY 'bldg.- to rest""ra.r Addition to existing residential structure ; Rehabilitation to an existing residential structure to be constructed or.performed at the subject property 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 Owner representative TtussResRegladocx Effective 1/1/2015 TOWN' OF SOUTHOLD PROPERTY RECORD CARD 111y l OWNER SCT' VILLAGE DIST. SUB. LOT z, / a FORMER OWNER E ACR. S W J TYlt OF-BUILDING A RES. SEAS. VL. FARM ff Comm.t B. MISC. Mkt. Value AL LAND IMP. TOTAL DATE REMARKS / 7� ` x;240d�•, 77 ,��� '/i ;1�D —z�� /3 ' .i" i'.7.�•/�l!aT! �'d�Ls�'e� TO X . zo2a aa Ta-Fo o 6 ` Lr- .'�q o a -j � .� n ��c• /� /�/ 7,/YD �D�r,J 7�c��"��x I--elz d - I "Z 9 / � r-s, • �" �,232� O F-�'�g �`- y -�`.�N �! a D O ?1 G2 ' 3,r ✓ 9.7711/6/r-absde�-Ta Y'-P= L -ea - at• a �4 a� } r _ G AG . 8 O B ILDING CO _TI/ N ��9�7q SOLb l� , r , lq L i'JL,`Lt� Ov fo D lvC FARAcre . VaAue;Per Value Nstl — / Tillable 1 P.I�t,• �'?� a. '�' ,•�,' .,��, -, L� E����� � �--- Tillable 2 ( J� � � b• ��'Ql�r � •Lti�,� 4-� ►=Ni�a3a��>"��a�= �t"l , Tillable 3 � PSf�O�� Cbt�`it �, �' '• �•- �� - - Woodland Swampland FRONTAGE ON Brushland FRONTAGE ON ROAD -y. .4, - • .;7 " , Housei P( / DEPTH ' r• P t i 1 des `�` y'�`'' BULKHEAD A Total :^ '�, �d DOCK _t v LY t'.a OR r- .,•i�@ � -�,. -, ICJ Z ��J OA(. �/h'�!C 1SY, AA } D i ,'+. Fe 15-9-8.1 11/01 M.; ;�C,FS _ VlJ. - ',�^- ;`- Foundation , t%J Bath J'' C— �'� � Dinette- Bldg.,,` ' Extension —.�,�;7 =_ 3 3 2S- Basement , Floors K: Extension--` �u :,x, . Ext:"Walls �f '1 Interior Finish � LR. Extension'' 's A `��J 97 •�S Fire Place :t�,_ - Heat r�( � Y DR. 31 Vis,,- � . t Y 1_b O rc� r '� _'. - ' ' Type Roof ,, Rooms'1st Floor BR. 6� Porch, ? Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer a Breezeway _`�;?r�id 'J � 0 ' x Driveway . �•, v�! .s c*te� �P�?.i' S �1 {1 1� ,'Patio h x�o ,t�,nt� r��, tib• ! loo ;Total C'erl,l, �l ou•.e�,� - �o ilk ��q/ •: :r� , . _ .. ���_ - -_ i _ � - - -- -- low, — 1 5— 94. 1 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST SUB LOT Ll-,o 2_w ma,I In Rd 1 Cirienfi 2- ACR. REMARKS -i nold ��gcdqj' CC) TYPE OF BLD- tj ofm--) s vsle/-I PROP. CLASS S-7o \Aj LAND IMP TOTAL DATE 11 1 " -7 00 7 L7 4-cc> 99 od 2 7,2 ooP is 2O I t FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL � •��i fib LAND OF THE 1'A TE NEW YORK :�-. .. V'ACANr'. iw. few G'f _ 4L/T RAI. 0----v —O-- O ----0— 6. N, p.. ► ° ,p._ .. ,< O. —U —O O---------------0 ....,u, ..m,,..-.,.....«,......r......-. ', —O —O .w..w._>.,x„t1.,„as;;.w,;a.>;,";,`�_L- sC he,-.. - .(�•...F,.v,,,. 0 0 -reit bo.,�,91w t s of man mom fj EIEV 1tD '�_�jf: OW �ar A OIMY� Com' '�s 1 • 7� „. ' �a l el 7.0irs� i �` rX°J i exrotr�� w/� f ` elvW h ' Ol -^)ST T v e m Iwr 40 Us= MULXNW 6.4 4 r l iR 0 0 0 0 0 0 0 II �•�' D >� COMM PILINGS yil i�5G O RESTAURAAI 0 0 0 0 0 i ! - PROP. N AR( wow k iE�jk 4D V 1 SEA rS) axe Cowntc COMM 0 0 0 0 0 0 ( _ w10 wei CD T1WMETa8ENK FENCEON - DOVER NME(VT UNIT40 STAT , • ,i 1I( 1 LAND OF THE UN t .............. ............ .......... .............. ............. ............ .... ... ................. ............................................... MAIN ROAD (S.R 25) ( 66') CO-3 .................. ........... ............ .......... UNDERGROUND ...................................... /UTILITYVAULT 2' N87009120"E FC END ELECTRIC METER 5.0'E CMONFD SIGN FC END t per. 0 1 s 8.3 1.:05:ICOO PAVEMENT 8.2 0 0.6. 420' b Q) 8.0 8.1 8.0 PLATFORM OVER DOCK ELECTRIC PANEL m +7.4 0 3'POST AND RAIL FENCE WOOD FC END > PLATFORM 65E coFCCOR 4.VE 36 Pn 0 7.7 It 0 > +8.0 UNDFRWATERLAND 000-14% 6.9 4.0 7.5 O +7.5 PAVEMENT 1:6 W GENERATOR OSTORAGE ON CONC.PAD 7OIL.0 TANK TRANSFORMER ATTACHED BOLLARDS RR TIE RET'WALL FREEZER UEL PUMPS ON PAD METALMIERS C3 -- 0 - CELLAR CONC. 6.9 ENTRY STEP n PROPANE NNOOD PAVEMENT r_ 0.71 W 0 TANKS 59 e a war,�s Z @)7.5 180.0 20.4: 1 STOW G) r. vtss-TpujlANT BOLLARDS Rpme ff.9.1 M r z 0 e)7.5 0 w Z @)79 No DECK N g _ CONC, min m0 @)7.5 STOOP (n @17.5 A2.T 34 J 4D7.3 7.0 8 00 6 W > > 107.3 " n5I; i FENCE -WOOD rn ;0 8 - PLATFORM '0 0 0 48.4' > 7.0 @)7.0 ;13 7 1§17.2 K RIO CONC. PAVEMENT ®®BOLLARDS vi 5.5X 20.2' 1 sw 2 STORY FRAME BLDG 202 RESTROOMS G) BELOW FF-7.5' i$ 9 CONC, 70 PROPANETANK ISTORY 713 S.F. GARAGE 0 FENCE 3.8W--- U) PAVEMENT 3.6W FENCE 3.6 W BOLLARDS G) 'STOCKADE '(SEE NOTE#4) FENCE "00, +7.0 6.7 7.4 el UNDERWATER LAND' +7.1 el PAVEMENT 100, 2.8`W A 8.2 FC CDR Te C.50sa WIMP 4 C PROPOSED FENCED 1000, ! 03 7.4*E METRO PCS EQUIPMENT FENCECOR COMPOUND 5.0'W +83 PROPOSED MONLE 0 100 WITH CINGULAR METRO MEOTRO PCS ANTENNAS 80 PROPOSED FENCED LINGULAR EQUIPMENT 0 i� COMPOUND 0CAMPER C) .4 S8700912011W CD • 30-00' 6'CHAIN LINK FC END NOTES: FENCE 2.3'E 01 1) ELEVATIONS NAVD 1929 DATUM. 2) PILINGS INSIDE MARINA NOT INDICATED . �� O 3) FLOOD ZONES EXTRAPOLATED FROM 10 F.E.M.A. FLOOD INSURANCE RATE MAP#88 OF 1026, MAP#36103CO088 G DATED MAY 4, 1998. 4)A REVIEW OF THE PRELIMINARY DIGITAL FLOOD HAZARD DATA FOR THIS LOCALE (THE NEW FEMA FLOOD ZONE MAPS) INDICATES THAT NEARLY ALL OF THE PREMISES ARE IN AN AE 9 FLOOD ZONE. A VERY SMALL AREA z COVERING THE BULKHEADS AT THE SOUTHERLY ENTRANCE TO THE MARINA ARE INDICATED IN A VE (ELEV. 13)ZONE. NOTE THAT THE ELEVATIONS ON THIS MAP ARE IN 1929 GOVERNMENT ISSUED DATUM AND THE PRELIMINARY FLOOD MAPS ARE SHOWN IN NAVD 1988 DATUM, WHICH IS APPROXIMATELY 1 FOOT LOWER THAN THE 1929 DATUM. F:P ROJ/2006/06-0099/DWG/06-0099-TITLE.DWG SHEET NO: PROJECT: PROJECT No. 06-0099 FILE No. NEtj, MAP OF LAND Or-- DATE: JULY 2009 SCALE: 1"=40' DALY DESIGNED BY: A, HAWKINS MBB JAEGER PLLC M .G.H . ENTERPRISES DRAWN BY: MS/KM/JD [CKD.BY: M.S. C ENGINEERS- ARCHITECTS- SURVEYORS- PLANNERS (ORIENT POINT MARINA, 40200 MAIN ROAD) REVISED: SITE AREA=4.64 ACRES 3239 ROUTE 112,BUILDING 8-SUITE 1, MEDFORD,NEW YORK 11763 0, SURVEY UPDATED 7-2-2009, FB 529, P. 1-2 (FB 493, P.20-22 SURVEY ORIGINALLY ESTAB. 1872 PHONE(631)732-7777,FACSIMILE(631)732-7760 PERFORMED 4-6-2006) A N SITUATE AT: ORIENT POINT,SOUTHOLD,N.Y. S.C.TAX MAP No. 1000-15-9-8.1 77 _1 ,..IiV I U,- '. l FC;l r,..� u.3. IN21IJIATICIIII i 4. pI,,Ipj_ - CGI`'I,-WtJ!_710n 1 '',1.1`:-T T �,E GC1erPLL C•.0. ALL C0'P!STRUCi;�;;',; 'r' %111 ":.ET 7`1' -Tl?;I C.�j!FIi_NAE:�NTS OF !: _ GODES OF i °� `lO i; STATC.. 'PLOT ( ES'Oi1: IBLE FOR DESIC.f'd OR COf,STRI_ICTi3'N1 Erz OZ'S• PgC110p E F t JnbA� ss �( � �►tr� y +° ,�.��`�°®� r- C Ncr, `pyo"IC's' e ORIENT BY THE SEA 40200 MAIN RD. ORIENT N .Y. A.C. ®r/ EXISTING: MARINA/RESTAURANT - 15 0jjj 9 08 // SCTM# 1000 �WOOD j f. ZONE M- 11GRAVWALKWAY ,j A.C. EGxAISSTWALK-WAY PROPOSED: j//' REMOVE EXIST. 16.3 X 10.4 STORAGE SHED. l,, ` �� RELOCATE EXIST. PORTABLE WALK-IN COOLER. j' V /` "'/ ° M "` �j CONSTRUCT NEW 16'-0" X 16'-0" ACCESSORY j , ,//! ;j j M /% % tELOCA E STEPS STORAGE SHED & 4'-0" X 10'-0" UTILITY SHED. Of FENCE o RAIL a. a _.. .. NEW UTILITY RM. %j" // 1ST FL. STORAGE SHED - 256 SQ.FT. 0 r-. _._ ._. ATTACHED TO EXIST. STRUCTURE !// 2ND FL. STORAGE SHED - 320 SQ.FT. jj j / UTILITY SHED - 40 SQ.FT. I j ' -$ GENERAL NOTES iI WOOD FRAMED DECK `' =—�� EQUIPMENT RM. STORAGE ROOM z "! ` / ' / 1. All work shall conform to the requirements of the Residental Code of New York State, County and Town Department Regulations, Utility Company requirements and I- QEXIST. STORAGE & EQUIPMENT WALK IN COOLER best trade practises. _ _ __ ———_ _ — . ———_ !. 2. Before commencing work the Contractor shall file all documents required by the WALK IIA COOLER / r / Building Department, pay all fees required by local agencies and obtain all required EXIST.RAIL rr LOCATED V(� permits. RE ; . . /, .!, !!! / ,, / 3. The Contractor shall visit the site and verify all dimensions and the existing /! / ,j'' conditions affecting the work prior to construction. Any discrepancies which would !.'i '/. fi f:;: ;// /; ///,jj interfere with the satisfactory completetion of the work described herein shall be X ROOF OVER -- ATTACHED ITO EXIST.;': !, A/// X . reported to the architect or property owner. Do not start work until such conditions Lij LLJ 'STRUCTURE ; / ; / • ,';,, , f have been examined and a course of action mutually agreed upon. Failure to notify Al the owner or architect of unsatisfactory conditions will be construed as an acceptance . ;!'., ;,': ,fi ,, ( / !. /;-/ .! /; /;'�%'". ?�• ,//!,l. :%'/!//!/ .';!/ / / /:f// i ;'/ / of the conditions to properly perform the required work. __ _._.-"'" —'.....' '---.,.,.''..,..-I 4. All work is to conform to the drawings and specifications of the architect and Kjj% engineer consultants. j; j/ AREA OF DISTURBANCE . // ;/ 5. The Contractor is to maintain a complete and up to date set of plans on the /f ob site at all times %EXISTING AREA OF DECK TO BE REMOVED FOR CONSTRUCTION i` ;%r''/, 6. The drawings are not to be scaled under any y circumstances. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. r 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed Q pip m persons who shall arrange for and obtain all required inspections.The General Contractor shall be responsible for scheduling all other inspections as required. EXIST. DECK EXIST. DECK 12. The Contractor is solely responsible for construction safety and shall hold the owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. A- 101 PLANS, SECTIONS, ELEVATIONS, NOTES A- 102 SITE PLAN OCTOBER 3, 2016 OCTOBER 31 , 2016 SITE PLAN SCALE AS NOTED EOFNE J. De 1Q (r) A 102 mF.- 0 _ 3 P A,�o-f 5� ��� 2 OF 2 EXISTING STRUCTURE PROPOSED STRUCTURE FSS,O 1 /8 if = 1 '- 0 " 1 / 8 i — 1 11 - 01f NORTH PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM DIMENSIONS OF EXISTING WALK-IN COOLER AND VERIFY WITH OWNER THE _ CLEARANCES REQUIRED IN THE NEW LOCATION PRIOR TO START OF CONSTRUCTION. -- 2x12 ACQ LEDGER BOLTED TO EXIST. STRUCTURE EXIST. WALL OF RESTAURANT EXIST. WALL OF RESTAURANT HEAVY DUTY GALV. BM. TECOS ii r li LU II' II Ii. �Uw Z3' 8-" Y� ( Ll ! w 2 2X8 RAF 6"OC ¢ ! 1i1ijj i!t f a;,iuII i iiti I f i / \ CW 14 CW 1'4\ 2'4-7/8"X 2'4-7/8"X 2 Iliia , 2X6 CEIL. J I T 16" OC ii II'' U ¢ ¢ 11:I ! dI ,) i;;i it i -0" RO 4'-0" R I ! I ! I s i � � i it q w H LL I I I ! X 0 U) O . i � �: l . _. ..W \ � _ — ..---.,....mow.... Lu O EXIST. p 1 _............ _.-.._.. Cc OI 6 ^sI ,I { , C I U.1 t- WALK IN COOLER D E 1. ._..._ ......................_..._.... --- ! RELOCATED ! ! - w � 1 mO w LE €_ I I Jk...,.. __-. -__. __.... ........ ._..... ..._...... ........ ...-. __...._ cO..... ... ._.._... _.. ._.__. ____ -__.._ .. p ___ _ _ _____ _ __ ___ H w O LINE OF 2ND FL.�/ ULI Z@ p ! [5 ' II ....__...._..............__...._. _.._.____ _ -__.._.-......___-___ _ Z ! XO. II ! I I m J N I oz N I— C1 I . w I I ! i r r r .J _. __ _.-_ _.._ ___.! i ! I "-" ---- "-- '-'- `-'-,`- 3 6 ANDERSON 036 SLID. 3 6 ! I 2X8 @ 16" OC RAFTERS l 2'-11 /2"X 2'-11 /2"X _ 5'-11-1/2"X -5-1/2" RO 2 8 @ 16" OC?CEIL JOISTS o Y-5-11,2" RO 3'-5-1 2" RO — — — — — — — o —— — — —— — i - -CO cl� ! i im_ "_'_' ASPHALT/FIBERGLASS SHINGLES I — — — i ..-.--____�.�._._-------___..�..__ \� 30" X 12" POUR. CONC. FTG. Y-0" MIN. BELOW GRADE. I ELT > E D — - — > --- ROOFCDXF _. _._ - _ _ o O o — — — — ! II 2-2X10 HEADERS @ I O :_. . . 1__- 1PLYWD. SIN I w 12' DIA POUR. CONC. PIER, TY I m i m ------ 2-2X12 RIDGE IOU NOTE: ¢ n EQUIPMENT RM. w Q ( !! CUPOLA OPENING III Q 2X8 @ 16" OC RAFTERS ! Z I FOOTING IS DESIGNED FORA L BEARING CAPACITY OF ! I w r m w ( -v+- -_ — v O O ! O I 0 I 2.0 TONS PER SQ. FT. IT IS CONTRACTORS RESPONSIBILITY I I = r+row Q � � � iI! !II I ¢ ��-�.��.�` -`------Y�4 "�--- -_-- TO CONFIRM SOIL BEARING CA ITY. I O ~ L 2X6 @ 16" OC CEIL. JOISTS ! ? .,....,,.<,. ...... ol LL � i ; DECORATIVE CUPLOA ! LL ---------p-- ... -__ --. ......._..... __ ! a O STAIRS ABOVE N a I M....:...........:. - f I N ._ N X I! ABOVE - NO ACCESS !I! I ! LL LL i m 2-2X12 ROOF BEAM 2-2X 2 ROOF BEAM ( f! If! I pATTACHED TO w EXIST.STRUCTURE ATTA S RUCTTURE p i DOUBLE-FL. JOISTS - I �_-... I`'- i I e �N J 1D TO l ! 31 ( Z ! UNDER WALL ABOVE I O J ; — — — i__ L = = _ _ _ _ n — ( J 3 6 UTILITY RM. STRUCTURE Q L J`30"X30"X12" FTG. ( I p — _,. ,.,... ., -;— 2_11 /2„X \ ATTACHED TO COVERED AREA FOR UU ! ! @ o m 4'-0” DOOR TO EXIST. WALK-IN COOLER ATTACHED TO m I o w I I I 3'-5-1 2" RO EXIST. 2X10 @ 16" OC F R JOISTS ABOVE ! I Q O l o m i - �. NEW UTIL M. T TRUCTURE SIN R STRUCTURE S N W z W `- -"` '- o I \ WOOD SIDING o oI< a0 x3 w o �� I 1/2" PLYWD. SHEATHING o I N I I �� STORAGE ROOM N o @ o o N STORAGE ROOM 0 oxo TYVEK HOUSE WRAP N = w l X J �� ! / ` 2X4 @ 16" OC STUD WALLS PANELING OR PLYWD. INTERIOR ! I ZOp m 2X10 16" OC FL. JOISTS Z I TO GRADE BEAMS. �� o x3 I ! 3/4" PLYWD. FLOOR. II I o oa L.� — — — — — — — — — — — — — — J I �+ RE-BUILD DECK TO MATCH EXIST. I i �c 2-2X12 HEADER TYP. 2-2X12 HEADER TYP. \ i I P-0 1 I 3'-0"x3'-6" 3'-0"x3'-6" 3'-0"x3'-6" 3'-0"x3'-6" SLID. WIND. SLID. WIND. SLID. WIND. SLID. WIND. 2X12 ACQ L DGER L - - - - - - - - - - - -' - - - - - - - J NORTH ELEVATION BOLTED TO EXIST. FRAME 1 1 16'-0" 6'-�" 3-2X12 ACOGRADEBEAM TYP. 4 7'-101 7'-104" REV. 10.7.16 SECTION #2 3 3 (3> REV. 10.7.16 FOUNDATION FRAMING PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN REV. 10.7.16 REV. 10.7.16 REV. 10.7.16 REV. 10.27.16 REV. 10.27.16 REV. 10.27.16 REV. 10.31.16 REV. 10.31.16 ORIENT BY THE SEA 40200 MAIN RD. ORIENT N.Y. EXISTING: MARINA/RESTAURANT SCTM# 1000- 15-09-08 ZONE M- 11 PROPOSED: REMOVE EXIST. 16.3 X 10.4 STORAGE SHED. RELOCATE EXIST. PORTABLE WALK-IN COOLER. ASPHALT/FIBERGLASS SHINGLES CONSTRUCT NEW 16'-0" X 16'-0" ACCESSORY ROOFING FELT •-` --- STORAGE SHED & 4'-0" X 10'-0" UTILITY SHED. 1/2" CDX PLYWD. . - 1ST FL. STORAGE SHED - 256 SQ.FT. 2X8 @ 16" OC RAFTERS � "' � ,....-... ..�^.-•••.••..• .............. 2X4@ 16"OC CEIL. _._.,.,..nm _x...m....,---..,,..,"n.....:",-,-•-,.. ,,..m. ,,,......._...........: JOISTS 2ND FL. STORAGE SHED - 320 SQ.FT. }--i-6• 2-2X12 HEADERS TYP. �a DECORATIVE UTILITY SHED - 40 SQ.FT. / \ CUPOLA \ NO ACCESS CW 125 CW 125,CW DECORATIVE GENERAL NOTES DECORATIVE '4- 14 4- 14 2'4-7/8"X 2'4-7/8"X 1. All work shall conform to the requirements of the Residental Code of New York CUPOLA 2'4-7/8"X 2'4-7/8"X '4-3/8" R 4-3/8" R CUPOLA NO ACCESS 0" RO 4'-0" RO NO ACCESS �\ Slate, County and Town Department Regulations, Utility Company requirements and best trade practises. ting w all documents required by the -�' 2 Before commencing work the Contractor shall file -__ __... __-._....-._..____..__..._..-.__-___...-_. pay all fees required y local agencies and obtain all required 2-2X12 CONT. RIDGE 2-2X12 CONT. RIDGE _..._-___-._-_- - _ _; , .__ v Building r' ``�. 1 All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. Department, aa en - - -'- 2 Poured concrete shall ha e a minimum psi of 2800 at 28 days unless noted. 2X8 16 OC RAFTERS 2X8@ 16 OC RAFTERS -- - _-__- - - _____- ___ ---: 3. The Contractor shall visit the site and verify all dimensions and the existing @ _�._�_..._... . ........_..__-.......-................... _ .... ........._..............__........._.........._-. __. .....-._-._-_ . .._-_- preserved, treated wood and be installed above a 16 oz g copper termite sheild. conditions affecting the work prior to construction. Any discrepancies which would _._......_-........ .............................._.. -....__.._... dance 4 Shingle siding shall conform to ASTM D 3679 and be installed in actor interfere with the satisfactory completet'on of the work described herein shall be - ------- reported to the architect or property owner. Do not start work until such conditions with the New York State Building Code and manufacturers specifications. _...-....._..... .. ..........__........ ..._. ....... .............-..... .... fy _............................ _.--.._.-. _..._.__...__....--------..__........_............-_...-------.-............. ... ............__........ ................._..... 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed _.._._...._.-....-..._...._...___.._.._.__..-.-.__.. »___.____ ............-..-._........___._...._................... ............ .._.... _._.........._ . .. __ upon by an engineer and certificates shall be issued stating same. cloryaconoditionsuwil berco�strped as airacceptance have been examine an a course of the owner or architect of unsatisfactory ..,..__...:: ...... .:::::............. ........... ....._<.._......_.,............:.......,.........:-. ,.,:....._::.��::... ......._.............. framing and structural wood components shall be 6 Unless otherwise noted all in aof the conditions to properly perform the required work 2-2X10 HEADERS @ CUPOLA 2-2X10 HEADERS @CUPOLA #2 or better Douglas Fir. 4. All work is to conform to the drawings and specifications of the architect and 2X10 @ 16" OC FLOOR JOISTS 2X10 @ 16" OC FLOOR JOISTS 7. All framing techniques and methods shall be as prescriptive design based on engineer consultants. AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) 5. The Contractor is to maintain a complete and up to date set of plans on the WOOD SIDING/ SHINGLES or as specified in R301.2.1.1 job site at all times 1/2" CDX PLYWD. ANDERSON 036 SLID. ANDERSON 036 SLID. 8. All building envelope components shall comply with Chapter 6 of the Energy 6. The drawings are not to be scaled under any circumstances. 2X4 @ 16" OC STUD WALLS 3036 3C:6 3 6 Conservation Code of the State of New York. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures 5'-11-1/2"X -5-1/2" RO 2'_11-1/2"X 2'-11 /2"X 5'-11-1/2"X -5-1/2" RO 2'_11 /2"X 9. Fireblocking shall be provided In all wood framed construction in accordance including storage and toilet facilities,protection of existing work to remain,access to 1/2" GYP. BD OR PANELLING AT INTERIOR 3'-5-1/2" RO b 3'-5-1/2" RO 3'-5-1 2" RO with NYS Code R 602.8 to form an effective fire barrier between stories and work area, hours of permitted work,Eva ilability of water and electric power and all 2-2X12 RIDGE between the top story and roof space. other conditions and restrictions for this particular location in order to execute the STORAGE ROOM is u U u U STORAGE ROOM _______.__. _.:.-.._... 10. Protective panels shall be provided for glazed openings in accordance with work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesa arrangements to utilities and services q 6 6 ----------------._....._...._:.__..... -,..::.,..:.:,... NYS code R301.2.1.2 if they are required. ry g ... ...._..... _..-... - - temporari y disconnectedwhile per orming the wok as required. 11. All portions of the new structure are designed to comply with local geographic 9. The Contractor shall provide all dimensions and cut-outs for other trades. and climatic criteria as slated in the following table. 10. The Contractor shall provide proper shoring and bracing for all remaining structure ---_..... ...................... _ -_---......_..:-.....:.:..::: 3/4" PLYWD.FLOOR 2X10@ 16" OC FL. JOISTS prior to removal of existing structure. .:..".._.' ` GEOGRAPHIC & CLIMATE DESIGN CRITERIA 11. Plumbing, electrical, HVAC and similar work shall be -. -.........:-.:-_:. 9 performed by licensed .__._..__._....��. _..._...._........_,,;:�;,,,,,,,,;,,,;,,,•-_„ GROUND SNOW LOAD 45 ps1 Persons who shall arrange for and obtain all required inspections.The General ___..-.._....._.. ............_._... a< Contractor shall be responsible for scheduling all other inspections as required. 2X10@ 16" OC FL. JOISTS _:.::__sa:sae:::>:::::::..:.::. �< WIND SPEED 120 MPH SEISMIC DESIGN CATATGORY B 12. The Contractor is solely responsible for construction safety and shall hold the owner and architect harmless from litigation arising out of the Contractor's failure to CANTILEVER 2-2X12 HEADER TYP. WEATHERING SEVERE provide construction safety means and methods. •-o• FROST LINE DEPTH 36" TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE z 3 s / 3 6 A-101 PLANS, SECTIONS, ELEVATIONS, NOTES \ 2'-11 /2"X 2'-11 /2"X WINTER DESIGN TEMPERATURE 11 \� 3'-5-1 2" RO `f 3'-5-1 2" RO FLOOD HAZARD AS NOTED A-102 SITE PLAN p \ STORAGE ROOM o i U11 EQUIPMENT ROOM STORAGE ROOM o m NEW UTILITY RM. BEYOND OPEN AREA FOR RELOCATED 3'-0"X 6'-8"\ �-o"x s'-s•• OCTOBER 3, 2016 ILL ATTACHED TO EXIST.STRUCTURE WALK-IN COOLER ENTRY DOOR ENTRY DOOR NAILING/FASTENER SCHEDULE �\ OCTOBER 31, 2016 J J f 2X10 @ 16" OC FL. JOISTS 2X 10 @ 16" OC FL. JOISTS PROVIDE MSTA30 OR EQUAL METAL ST APS \ Toy FIR ORAFTEIOCVER ABLE IF TO'GRADE BEAMS. H / TROOF RAFTERS @ 16"OC uJ TO GRADE BEAMS. X 3/4" PLYWD. FLOOR. / 3/4"' PLYWD. FLOOR. COLLAR TIES ARE PRESENT. W RELOCATE WALK-IN COOLER / RE-BUILD EXIST. WOOD DECK TOP OF EXIST. DECK 8D COMMON @ s oc @ e'-D PERIMETER zoNE eD COMMON @ 12'OC @ PANEL FIELD 8D COMMON @ GABLE ENDWALL RAKE 3-2X12 ACQ BEAM AN RED TO 12" DIA PIERS TYP. RFFEaTOTABLE 38 WFCM-sac PLANS, SECTIONS, ELEVATIONS 3-2X12 ACQ BEAM ANCHO E 12" DIA PIERS TYP. PROVIDE 8- IDD COMMON NAI SCALE AS NOTED I I I f I EACH END OF COLLAR TIES T PROVIDE SIMPSON H2/H10 OR 1/2-PLYWD SHEATHING t 1 I I i EAST ELEVATION EQUIVALENT HURRICANE TIES 6D COMMON @ 3.OC EDGE SECTION #3 I .{_ ; I SOUTH ELEVATION —�— 12" DIA POUR. CONC. PIER, TYP. , POATE SECURE WALL FRAMER 6D COMMON @ 6 OC FIELD Of 12" DIA POUR. CONC. PIER TYP F REV. 10.7.16 1- _J. __ _ _l -I- _ _- -- _-- -__ _-._ 1__- _J_. - REV. 10.2 7.16 l __...... __._I.___ t ... .7...-.. _. ,... .__.�..._... _..._. _...._. ...._.. ._.-_ _._... _...._ ...j_-__.._.i_......,.._. ....- _.._t... I PROVIDE SIMPSON LPT4 OR � J. D h�� I EQUIVALENT TO TIE RIM BOARD REV. 10.2 7.1 6 30" X 12" POUR. CONC. FTG. TO 3'-O" MIN. BELOW GRADE. 30" X. 12" POUR. CONC. FTG. TO 3'-j" MIN. BELOW GRADE. TO DOUBLE PLATE TYP. A >~ _ __ __ -_ _ ___ _-_ - - -_ - - - - - - _ - ___ ___- _ t_ __. -_ _ -_. _- _-___ _..._ _-�_ _---_ .-__ __-_ h A 101 REV. 10.31.16 - - - - - - - — _. ..._._ NOTE: SECTION # 1 NOTE: ` FOOTING IS DESIGNED FOR A SOIL BEARING CAPACITY OF r• lx M y ,+ PROVIDE SIMPSON HIS OR REV. 10.31.16 FOOTING IS DESIGNED FOR A SOIL BEARING CAPACITY OF OF BOTH F TO TIE WALL TE& OF BOTH FLOORS TO PLATE& tP •+s W 2.0 TONS PER SQ, FT. IT IS THE CONTRACTORS RESPONSIBILITY 2.0 TONS PER SQ. FT. IT IS THE CONTRACTORS RESPONSIBILITY BAND JOIST @ 16-OCT �Q '�f}.J?$ (V TO CONFIRM SOIL BEARING CAPACITY. PROVIDE SIMPSON H6 OR TO CONFIRM SOIL BEARING CAPACITY. EQUIVALENT TO TIE WALL STUDS TO PLATE&BAND JOIST @ 25 1 OF 2 OC TVP. PROVIDE SIMPSON LPT4 OR OF��J IC't•��. EQUIVALENT TO TIE RIM BOA TO SILL PLATE PLYWD FLOOR SHEATHING 80 COMMON @ 6"OC EDGE 8D COMMON @ 12"OC FIELD PROVIDE APPROPRIATE METAL PLATE WPSHER.NUT&ARCH BOLT TO TIE SILL PLATE TO MASONRY FOUNDATION TVP 6'-0"OC FOR 1 STORY,3'-0"EOR PO BOX 49 2 STORIES 12"FROM CORNERS& JOAN CHAMBERS OPENINGS AND BOLTS TO BE MIN SOUTHOLD NY 11971 12-DEF 631-294-4241 NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM DIMENSIONS OF EXISTING WALK-IN COOLER AND VERIFY WITH OWNER THE CLEARANCES REQUIRED IN THE NEW LOCATION PRIOR TO START EXIST. WALL OF RESTAURANT OF CONSTRUCTION. 202 ACO LEDGER BOLTED TO EXIST. STRUCTURE EXIST. WALL OF RESTAURANT EXIST. WALL OF RESTAURANT HEAVY DUTY GALV, BM. TECOS TYP. 2 Y E 2X8 RAFE16110C � ! V I 2 { :: ;� 33j iii ;; ! i !j ! �) I I• 2X6 CEIL. J I T, 16" OC I O i i I H' H I l Ili W m; O LL O !` ! i; i; > U) O ; ;i O m i; W LL X; - J ' I X O w ¢ p W O: I 6• I I I l I - O EXIST. O O i I WALK IN COOLER o _ O J F U) J LL 8" rli . -. i. I RELOCATED I : M ILL w 2X10@ 16" O Ii I O I i� FL. JOISTS LL I O LINE OF 2ND FL. Z@ Q a O z l I DECORATIVE l ¢ - O N N J N W .— o c7 CUPOLA Q z i vis O1 -..__...__..--.c.n..-_-.............-_--_-....,...-.-- ........_.-__ -.W._- (NO ACCESS) _._._-.-.-_--- ;< i I I ! -- ......_..... ..' __ '...................._..... .............-...._....__.._. N Q ; j 2 2 - --- ------ 00 Q - - -- -- - - - - --- - - -- - r i a x .; ........-..._.._........_...... -----........._......_._ .... __-----------......................._.............-......-...--............... X_� 2X8@ 16" OC RAFTERS v ¢l _....... ......... :. ... ...__......... ...._............ ............,.....-.._.,..-'-----_........-......_.....-... IO 2X8@ 16" AJC CEIL. JOISTS o I 0 w w Lu CO ED EQUIPMENT RM. > a O O O a o W � r > LL I m o m o w w LIEJ FIXEDm o m 00 ! ~ W , O P6035 CXW135 W Q w 6 a ¢ I ,nw o w Inc J (`7 ,f7o_ N . . .. i LL i 0 , QOO x O i STAIRS ABOVE o ; x x = :- -=