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HomeMy WebLinkAbout44784-Z ��4�guFFUt,�C�G� Town of Southold 11/23/2020 0 P.O.Box 1179 o 53095 Main Rd 41, o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41614 Date: 11/20/2020 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 1795 Old Main Rd, Laurel SCTM#: 473889 Sec/Block/Lot: 122.-7-6.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/10/2017 pursuant to which Building Permit No. 44784 dated 3/12/2020 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: alteration to existingbuilding uilding for wholesale/retail beverage distribution as applied for. The certificate is issued to Mattituck Property Mng LLC of the aforesaid building. V SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-18-0003 11/17/2020 ELECTRICAL CERTIFICATE NO. 44784 9/16/2020 PLUMBERS CERTIFICATION DATED 9/25/2020 Ala ss Bing ea . Inc. t)fi7ature TOWN OF SOUTHOLD BUILDING-DEPARTMENT a 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#: 44784 Date: 3/12/2020 Permission is hereby granted to: Mattituck Property Mng LLC c/o George MacDonald 14 Inlet View Path East Moriches, NY 11940 To: alter an existing storage building to a wholesale/retail beverage distribution as applied for per Planning and SCHD approvals. At premises located at: 1795 Old Main Rd, Laurel SCTM # 473889 Sec/Block/Lot# 122.-7-6.7 Pursuant-to application dated 1/22/2020 and approved by the Building Inspector. To expire on 9/1112021. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,978.00 CO -COMMERCIAL $50.00 Total: $2,028.00 Builds ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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 pian 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$15.00 Date. New Construction: Old or Pre-existing Building: X (check one) Location of Property: /7�'� ljG� AeAl) House No. Street Hamlet Owner or Owners of Property: ,0_ Suffolk County Tax Map No 1000, Section q)3ff' Block /,;/ - '-6. Lot Subdivision Filed Map. Lot: Permit No. qq�7eqDate of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ pplicant Signature Buildin,2 Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, George MacDonald, Jr, residing at 14 Inlet View Path, E. Moriches, NY (Print property owner's name) (Mailing Address) do hereby authorize Richard Searles, RA (Agent) to apply on my behalf to the Southold Building Department. j, net's Signature) (Date) George MacDonald, JR. (Print Owner's Name) OF SOj�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 et° BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mattituck Property Management LLC Address: 1795 Old Main Rd city,Laurel st: NY zip: 11948 Building Permit* 44784 Section: 122 Block: 7 Lot: 6.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Rocky Point Electric License No 32644ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Commerical X Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey IX Attic Garage INVENTORY Service 1 ph Heaters 2 Duplec Recpt 67 Ceding Fixtures 13 Bath Exhaust Fan 2 Service 3 ph X Hot Water GFCI Recpt 7 Wall Fixtures 19 Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 17 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Ceiling Fan 3 Combo Smoke/CO 3 Transformer UC Lights 4'Fluorescent 29 Emergency Fixtures1 Time Clocks 2 Disconnect Switches 30 4'LED 5 Exit Fixtures 6 Pump OtherEquip`ment: Garage Door Motor-1, Parking Lot Lights- 4, Refridgeration Units-5 Notes: Beverage Warehouse Inspector Signature: Date: September 16, 2020 S.Devlin-Cert Electrical Compliance Form.xls . — f 7� 1 • ' i /a o sof so�ryo� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sr• / Southold,NY 11971-0959 ' t a. _ BUILDING DEPARTNMNI' TOWN OF SOUTHOLD NOV 1 9 2020 -- -- - - _ RTIFICA-T N- C Date: 12d2k)24) Building Permit No. 44784 Owner: George E. McDonald / Mattituck Property Management LLC (Please print) 1 Plumber: \ o-\,e - mal' (Pleaseprint) I certify that the solder used in the water supply system contains less than 2/1 of l% lead. NATE: All Hot and Cold water lines were ins 1 sing PEX piping with solderless connections. NO SOL ( 1 tubers Signature) Sworn to before me this y of )1Y K 20 c� d Notary Public, County DANIELLA C MARSHALL Notary Public State of.New York No.01 MA6381591 Qualified in Suffolk County My Commission Exp. 10/09/2022 # # TOWN OF SOUTHOLD BUILDING DEPT. °`�rou►m '� 765-1802 INSPECTION ` [ ] FOUNDATION IST [ XROUH PLBG. ' FOUNDATION 2ND [ ATION/CAULKING FRAMING/STRAPPING [ 6'"f ' - Allt'� ' {" ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O _ REMARKS: "�� wt, vV JQ� tog- -Igo &A F.�ovr4 glint, IKj 4&, A4q�ppr ( AIM&CA Co � DATE INSPECTOR Lri., o�aoe soulyo # * TOWN OF SOUTHOLD BUILDING DEPT. courm765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �o�apF SO(/Tyo� -7 V 1 r7 1,6-- o!c- t AooAll l_ 7,,t # # TOWN OF SOUTHOLD BUILDING'DEPT. `yrouMr, ' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [)o ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O'P' evem e REMARKS. DATE INSPECTOR RSA RICHARD SEARLES ARCHITECT P.C. November 18, 2020 Town of Southold Building Division P.O. Box 1179 Southold,NewYork 11971 Re: Permit#44784 NOV202 Northside Beverage 1795 Old Main Road A k�-^,s hil `y £....� :I`4�:•t...--� Mattituck,NY 11952 ,• To whom it may concern. As per the inspection report prepared by Inspector John J. Jarski, the following certifications are submitted. 1. Regarding the rough plumbing and insulation, I certify that both the rough plumbing and insulation have been installed as per plans and comply with the New York State Building Code at the time of installation. 2. Regarding meeting the Commercial Energy Code requirements for compliance, I certify that the project was build in compliance with the submitted Com-check and further,certify that it meets the requirements for compliance. 3. Regarding the intumescent coating applied to the exposed closed cell spray insulation, additional material was installed, and all surfaces have the required coatings necessary to protect the insulation. I further certify the coating was installed to meet manufactures specifications. I trust this information will be sufficient to issue the Final Certificate of Occupancy. Thank you for all your assistance with this project, �1?1PEAlk�TF�A Richard Searles,Architect jL 4 1 y f Q O P.O.BOX 286 S>1 02161 ��� PHONE(631)744-2852 WADING RIVER,NEWYORK 11792 F OF N FAX(631)744-6654 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov PLANNING BOARD OFFICE,,', TOWN OF SOUTHOLD j W41 1 9 2020 November 18, 2020 Mr. Richard Searles P.O. Box 286 Wading River, NY 11792 Re: Approved Site Plan for Northside Beverage 1795 Old Main Road, ±275' s/w/o Old Main Road & NYS Route 25, Mattituck SCTM#1 000-122.-7-6.7 Dear Mr. Searles: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made November 10, 2020 and the subsequent work session discussion on November 16, 2020. The site is now in conformance with the Approved Site Plan entitled "Northside Beverage" prepared by Richard Searles R.A. dated March 22, 2017 and last revised July 2, 2019; and supports the issuance of a Certificate of Occupancy. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. RespectfullEr LOC Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer +• 1 FIELD INSPECTION REPORT DATE COMMENTS - ro FOUNDATION(IST) y ------------------------------------ C FOUNDATION (2ND) ' z • o ROUGH FRAMING& PLUMBING ( ( � a INStiLATION PER N.Y. STATE ENERGY CODE dv wyllIN - �" FINAL ADDITIONAL COMM TS pEy— ,n ro pa o - �. O z cr • � y 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees . C.O.Application I 1 n Flood Permit Examined l v` ,20 �(/ Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved '3119" 20�� Mailto:,Richard Searles, Arch. Disapproved a/c P.O. Box 286 Wading River,NY Phone: 631 ' 744-2852 11792 Expiration 2 Buil g ector ` JAN 2 2 2020 APPLICATION FOR BUILDING PERMIT Date Jan. 20, 2020 , 20 INSTRUCTIONS a. This application MUST be completely filled in by,typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit'to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for,any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 14 Inlet View Path, E. Morices, NY (Mailing address of applicant) State.whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises Mattituck Property Management, LLC ; (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer George MacDonald, Jr.— President (Name and title of corporate officer) Builders License No. Plumbers License No. MP-1339 Electricians License No. ME-32644 Other Trade's License No. 1. Location of land on which proposed}vvdrklwill,•be-done:c^clo�i- 1795 Old Main Roadtsr`�;r�,ti.ra'U Mattituck House Number Street CSOS.Z tqa Hamlet County Tax Map No. 1000 Section 122 Block 0 7 Lot 6.7 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 Agricultural Storage Building b: Intended use and occupancy :, Beverage Center 3. Nature of work(check which applicable): New Building Addition Alteration X Repair Removal ; Demolition Other Work Site Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units NSA 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-Beverage Center 7. Dimensions of existing structures, if any: Front 108. 1 ' Rear 10 8. 1 ' Depth 40.2 ' Height Number of Stories - Two Dimensions of same structure with alterations or additions: Front 108. 1 ' Rear - 108. 1 ' Depth 40.2 ' Height Number of Stories Two e - 8. Dimensions of entire new construction Front NSA Rear Depth_ Height Number of Stories East 367.40 ' + West 179 . 02 ' + North 60. 0 ' 9. Size of lot: Front 10 -00 Rear 307. 90 ' Depth South 30.36 ' +1 91 .38 ' +1 51 .34 ' 10. Date of Purchase Feb. 16, 2 01 6;Name of Former Owner Paul 'Albarano 11. Zone or use district in which premises are situated B 12. Does proposed construction violate any, zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises?YES NO X Mattituck Property 14 Inlet View Path 14. Names of Owner of premises Mngt- _ ;�LLe Address Phone No.631 740-1 01 0 NameofArchitect Richard Searles, RA Address P.O. Box 286 Phone No 631 744-2852 Name of Contractor Address a ing, iver, phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * 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 restriction's with respect to this property? * YES X NO * IF YES, PROVIDE A COPY. SCDHS:; Covenants & Restrictions STATE OF NEW YORK) SS: COUNTY OF ) George MacDonald, Jr. a being duly sworn,deposes and says that(s)he is the applicant -(Name of individual-sighing contract)above named,-- (S)He is the President (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. ' JARED VOLLARO Sworn to before me this Notary Public-State of New York 2-1 day of �� 20 �!® No.01VO6397173 Qualified in SuffolkCounty My Commissio irespt3, ff ./ Notary Public GJ Signature of Applicant 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. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application „ Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c �,��' Phone: Expiration ,20 Rc[E0 IVF= Di nspector JAN 1 0 2017 APPLICATION FOR BUILDING PERMIT Date , 20 $UILDING DEPT. INSTRUCTIONS TOWN OP SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.'Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work.authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises-and in building for necessary inspections. (Signature of applicant or name,if a corporation) A( spew (Mailing address of applicant) `4 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authori fficer '11WW (Name and title of orporate 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: / 25 1lxD tiofft­, k -of/D - House Number Street Hamlet County Tax Map No. 1000 Section 73 Block -�' ,7 Lot 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 titz- b. Intended use and occupancy 3. Nature of work(check which applicable):New B ilding 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 Rear Depth Height Number of Stories `Dimensions of same structure with alterations or additions: Front :' 'Rear';`.` Depth Height Number of Stories 'f �'`__ -� '�= - 8. Dimensions of entire new construction: Front Rear Dep h P,x i.aE Height Number of Stories 9. Size of lot: Front Rear Depth :. 0 try`4OT 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Gr �,,,0*-_-xddress !y,-�%�'B�//Phone No. 4V_�DA5 Name of Architect Address Phone No Name of Contractor Address Phone No., ( 15a). Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 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 OF ) .���k#A �� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this � day of ` 20 U� c®lvi�91E D. Burac�l >�Pek^�=®ublic,State of Notary Public No.0113u6185a� _ Signature of Applicant Qua4ified in Suffolk Coun Commission Expires April 2� � FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 1, 2017 TO: George MacDonald (Mattituck Property Management LLC) 14 Inlet View Path East Moriches,NY 11940 Please take notice that your application dated January 10, 2017: For permit to legalize the as-built conversion of an agricultural storage building into a wholesale/retail beverage distribution at: Location of property: 1795 Old Main Road, Laurel,NY County Tax Map No. 1000— Section 122 Block 7 Lot 6.7 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127,the proposed use requires site plan approval from the Southold Town Planning Board. You may now apply to this agency directly. Aut n ed Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board OFFICE LOCATION: MAILING ADDRESS:, 'Town Hall AnnexP.O. Box 1179 54375 State Route 25 tio� SO�ryQIO Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY � � Telephone: 631 765-1938 www.southold townny.gov CIO OOUM`1,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 14, 2020 JAN 2 2 2020 Mr. Richard Searles P.O. Box 286 i Wading River, NY 11792 Re: Approval - Site Plan for Northside Beverage 1795 Old Main Road, ±275s/w/o Old Main Road & NYS Route 25, Mattituck SCTM#1000-122.-7-6.7 Dear Mr. Searles: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, January 13, 2020: WHEREAS, this proposed Site Plan is for the conversion of an existing 5,195 sq. ft. storage building into wholesale/retail beverage distribution, office and storage on 1.1 acres in the General Business (B) Zoning District, Laurel; and WHEREAS, on June 20, 2017, Richard Searles, authorized agent, submitted a Site Plan Application for review; and WHEREAS, at their work session on July 10, 2017, the Planning Bound found the application incomplete for review and required revised site plans and additional information; and WHEREAS, on July 10, 2017, Richard Searles, authorized agent, submitted information and revised site plans for review; and WHEREAS, on August 21, 2017, Richard Searles, authorized agent, submitted a revised site plan illustrating a redesign of the proposed ADA parking area for the Planning Board to review; and WHEREAS, at their work session on August 29, 2017, the Planning Board reviewed the proposed ADA parking area along with the previous information submitted. The Planning Board conceptually agreed with the ADA parking design and required a Northside Beverage Page 2 January 14, 2020 sufficient amount of revised site plans to be submitted in addition to supplemental information; and WHEREAS, on September 29, 2017, Richard Searles, authorized agent, submitted revised site plans for review; and WHEREAS, at their work session on October 16, 2017, the Planning Bound accepted the application as complete for review; and WHEREAS, on October 16, 2017, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that _-the proposed action was a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(2) replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site, including upgrading buildings to meet building or fire codes, unless such action meets or exceeds any of the thresholds in section 617.4 of this Part. The action is for the interior conversion on an existing building with no footprint expansion, to include wholesale/retail beverage distribution, office and storage; and WHEREAS, on November 1, 2017, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on November 6, 2017, a Public Hearing was held and closed; and WHEREAS, on November 15, 2017, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; WHEREAS, on November 22, 2017, Richard Searles, authorized agent, submitted a detailed request to the Planning Board to proceed with interior work of the building prior to site plan approval; and WHEREAS, on December 5, 2017, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on December 7, 2017, the Mattituck Fire District determined there was adequate fire protection for the site; and WHEREAS, on December 13, 2017, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be exempt from the Southold Town LWRP policies; and WHEREAS, on December 15, 2017, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and Northside Beverage Page 3 January 14, 2020 WHEREAS, on December 15, 2017, the Southold Town Engineer reviewed the proposed application and determined that revisions were necessary in order for the proposed site plan to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, at their work session on December 18, 2017, the Planning Board reviewed the proposed site plan application and determined that revisions were required to the site plan, a permit from the Suffolk County Department of Health Services (SCDHS) was required to be obtained and revisions to the photometric plan required; and WHEREAS, on December 20, 2017, the Planning Board agreed to allow the applicant to proceed with interior work to the building prior to site plan approval as detailed in the request referenced above; and WHEREAS, on March 21, 2019, the Board of Review of the Suffolk County Department of Health Services held a hearing for the proposed site plan; and WHEREAS, on April 18, 2019, the Board of Review of the Suffolk County Department of Health Services continued the hearing and review for the proposed site plan; and WHEREAS, on May 24, 2019, Richard Searles, authorized agent, submitted a revised photometric plan for review; and WHEREAS, at their work session on June 17, 2019, the Planning Board reviewed the submitted information and plans and required final revisions to the site plan application; and WHEREAS, on July 3, 2019, Richard Searles, authorized agent, submitted a revised photometric plan and site plan for review as required; and WHEREAS, on July 8, 2019, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met with exception of approval from the Suffolk County Department of Health Services (SCDHS); and WHEREAS, on January 3, 2020, the Suffolk County Department of Health Services (SCDHS) granted approval with conditions to reference #C10-18-0003 for Dry Retail and a Non-Medical Office at 181 gpd; and WHEREAS, on January 6, 2020, the Southold Town Chief Building Inspector reviewed and certified the proposed Wholesale/Retail Beverage Distribution as a permitted use in the General Business (B) Zoning District; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further Northside Beverage Page 4 JanuaN 14, 2020 RESOLVED, that the Southold Town Planning Board approves the Site Plan with two (2) conditions to the site plan entitled Northside Beverage prepared by Richard Searles R.A. dated March 22, 2017 and last revised July 2, 2019, and authorizes the Chairman to endorse the Site Plan. Conditions: 1. All exterior lighting on the property shall comply with the lighting plan pages of the approved site plan and provisions of Chapter 172 of the Town Code. Any future exterior light fixtures not shown on the approved-site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. All exterior signage on the property shall comply with the approved renderings as part of the approved site plan and provisions of Chapter§280-80 of the Town Code. Any future exterior signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please notify the Southold Town Planning Department prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. NC)rthside Beverage Page 5 January 14, 2020 A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: 'R104 :� Applicant/Agent Signature: Date: 22- 2,e2-e APPROVED BY ._. 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alio alio do ala ala alit alio ala ala obit alit do ala alio ala do alit ala do 0.53 alio alio alio alio ON olio alio alio Fite treated an 6/20/2019 1.4525 PM (Cir a M)LUMINAIRE SCHEDULE CA CULATIUN SUMMARY YP YN CRIPT AMP X M T S 0 TY AREA NA NE S R P A P P AVEMAXI A/N /NIN Indy U hon�gA e�Area 34. x D rade - 1098 00 + Pave eos OS9 9 A '�� f SLT SAO YFl.08D OK T SHADE BZ Il VATT LEO 883 VALL MOUNT 12'AG 0.90 l4 690 500 <x>OFF Site OOl 005 000 N/A WA P4 Llthodix LI h 49 VATT LED 3972 15'POLE CAT.a 0.90 3 S OSXO LED p 0 4M NVOLT SPA HS SSA 15 4C DM19AS FEC ,,LC 3 Llthonla LIgg II VATT LED 4317 15'POLE CATII 090 1 DSX0 LED P 30 BLC NVOLT SPA SSA 15 4C BM19AS FOC CQ �offOl,� .0 Town Hall Annex ;��,, ����' Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P. 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Box 1179 y a Southold, NY 11971-0959 BUILDINGDEPARTIIJLENT NOTICE OF UTILIZATION OF TRUSS'rTYPEtiCONSTRUCTION, PRE-ENGINEERED WOOD'CONSTRUCTIONrAND%ORff-IMBER CONSTRUCTION Daw-'i:r .I=• 20 2020 Owo'Ee "kn "'Matti Property Maagement,,,/ M ,_Georgq, acponald, - 'z�Pf' , ^ ?."'i .�ry- `, ' ,r C�f `3- °I'••=L` Location-,of Property: 1}795 "Old, `Main4tRgad, ,Mattituck, Plea_se.take notice that the', heck applicableryxline):, r=N ,z A. y� New commercial or�residenfial`- tructdre4, f ` Addition to,existing,commercial,,or residential structure Y ° X ;;Rehabilitation to `an existisng commercial or residential;:structure'-- to be,constructed.or performed at the subject property refer -IR 11=,utilize (check applicableli'ne): X Trussstypeconstruction (TT) s>= y F Pre-engiriee'red wood construction (PW) X = Timber construction (TC) : � in the following location(s) (check applicable.,line): X Floor framing, including girders and beams (F) L. ` TT X Roof framing (R) Floor and_roof framing (FR) Signature-. Name (person submitting this form): Richard Searles, Architect Capacity'(check applicable line): Owner X Owner representative TrussRegl5.docx Effective 1/1/2015 BUILDING DEPARTMENT-Electrical IQ TOWN OF SOUTHOLD Ilk 'Y It, Town Hall Annex- 54376 Main Road - PO BoSET1793 2020 ZZ -0959 Southold, New York 11971 Telephone (631) 765-1802 - FAX (631) 76,5W,0 2Nr,DEpT. rogerE@_southoldtownny.gov — seandPsouthWf6*ftn%-QqwHoLD APPLICATION FOR--ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date-, LINOW Company Name: pe I'O-ZW7— Name: 7 License No.: %,-9, G �(L(1-;,),e email: Address:_ �t l PT.v-� . �1917-9 C re - Phone No.: b 3 5Jq-LA959 JOB SITE INFORMATION (All information Required) Name: Address: 1( -./V �7'�5 oc 1196c;t Cross Street: Phone No.: &0,1( -,7c/o - /o 0 Bldg.Permit#: LN "7-4 6 q email: @ Tax Map District:,- 1000 Section: Block: -711 Lot: to, BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: NO Rough In Do you need a Temp Certificate?: YES NO Issued On Temp Inform 'on: (All in' mation re I d) Service Si a Ph 3 Ph Si e: A # eter --bil ete 01 New Service- Fi connect- Flood Re ect-Service Reco ected - Undergroun - erhead 1#Undergro Lateral 0 1 2 H rame Pole rk do0 on Servic Y Y N Additionaf Information'- PAYMENT-DUE WITH APPLICATION �e CA V 4)C9 Request for Inspection FormAs BUILDING DEPARTMENT-Electrlc'a f V15 TOWN OF SOUTHO LD, •- � �• �D ' Towh;Hall,•Annex= 54375 Main Road - P BoWfl7W 2 _ '20" Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631)•76� GD EPT ro err sou#holdtownn ov seand so� lil'j OLD APPLCCATION FOR ELECTRICAL INSPECThON ELECTRICIAN INFORMATION (Ail Information Required) Date-: Company Name: o C 70-2 Name: - kit License No.: 3a � �{�-/SIC" email:'` �2oC/c► i ,uT�LEcT z� ;-q00 ; Address: {� jtl . ',� ,� b . IZveiC pT�v.-� - - - !k" _ - - - Phone No. &'S/ 51 q-�y(05 9 -- - w JOB SITE INFORMATION (All Information Required) Name: C Address:- l - - ,,�.. _C1/ =-/ %S/� - - Z=%Lf IC ji/! .1f�5 - - Cross Street: !,��0 Phone No.: �3 — /O! - O Bldg.Perm,it#: TaMa Disri - 1000- - --- -------__---Block: _71 -� Lot: - _ BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: !)�W NO Rough In Final , Do you need a Temp Certificate?: YES/ NO Issued On Temp Inform 'on: (All inf ation r d) Service S e Ph 3 Ph S e: _._ • _ .A # ete _ OI ete .�, New Service - F' connect- Flood Re ect-Service Reco ected-Undergroun '- erhead Undergro d Laterals . 1 2 H rame Pole ork do on Servi Y.- N_ y ;Y Additiorfat Information" PAYMENT_QUE-.WITH APPLICATION Request for Inspection Form)" V t4 ✓ \� �I b I l-xo �tD ;I PV r tiI; kioz" P �SUFFO��-�a Town Hall Annex �Z+O Gy Telephone(631)765-1802 54375 Main Road' O Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 � • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Q • 20 . 2020 Owner: Mattituck Property Management / George MacDonald, Jr. Location of Property: 1 795 Old Main Road, Mattituck, NY Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): X Truss type construction (TT), Pre-engineered wood construction (PW) X Timber construction (TC) in the following location(s) (check applicable line): TQ� X Floor framing, including girders and beams (F) `PT X Roof framing (R) Floor and roof framing (FR) Signature Name (person submitting this form): Richard Searles, Architect Capacity (check applicable line): Owner X Owner representative TrussRegMdocx Effective 1/1/2015 '., • , '...i S �,� Y'#'F +kik�c� r.i �es.�k.wi�� CY''.g i'�"v�` iLA 06 9��- r A''t�,�� '`"' �d:s��• �i,. a 1 A a tit r 3 4 r �Sr V~1. 1# s. T• S sy r 1 f • • • • k • • , ' •' a FLOOR FRAMING, INCLUDINGGIRDERS • BEAMS i FRAMING ry OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *oF so�ryo P.O. Box 1179 54375 State Route 25 ,`O l0 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 cn �e www.southoldtownny.gov COUNTI,�� PLANNING BOARD OFFI (�r_' f-I TOWN OF SOUTHOLD D December 20, 2017 DEC 2 0 2017 Mr. Richard Searles TOWN®F so ll-TOLD P.O. Box 286 Wading River, NY 11792 Re: Proposed Site Plan for Northside Beverage 1795 Old Main Road, ±275' s/w/o Old Main Road & NYS Route 25, Mattituck SCTM#1000-122.-7-6.7 Dear Mr. Searles: In response to your initial request submitted November 15, 2017, the subsequent discussion with the Planning Board at their November 20, 2017 Work Session and the letter submitted November 30, 2017 detailing the extent of the request as detailed below, the Planning Board has agreed to allow you to proceed with interior work prior to Site Plan approval for the following: • Plumbing roughing and finishing; • Electrical roughing, installation of new devices, cat 5 cables and lighting; • Grind and resurface floors; • Install insulation and drywall at interior walls; • Install walk in and display refrigeration; • Interior painting; • Build sales counter. The Planning Board would like to take this opportunity to remind you that this site remains under Site Plan review, and that any improvements made prior to Site Plan approval are at your own risk. The Planning Board's permission to proceed with the specific work you request does not imply that an approval is guaranteed. Nor will this permission preclude the Planning Board from making necessary changes to the layout or site elements that may affect the site design. Southold Planning Board Page 2 December 20, 2017 Please call the Planning Department at 631-765-1938 with any questions. Respectfully, Brian Cummings Planner cc: Michael Verity, Chief Building Inspector James Richter, Engineering Inspector RSA EMME EM RICHARD SEARLES ARCHITECT P.C. ME March 13, 2020 Town of Southold Building Division P.O. Box 1179 Southold,New York 11971 Re: Permit Fee: p Northside Beverage V 1795 Old Main Road Mattituck, NY 11952 To whom it may concern. Enclosed please find check # 2655 from Mac Beverage Corp in the amount of $2,028.00 for the building permit fee for the above-referenced project. Please forward all permit documents to: Richard Searles,Architect 55 Woodchuck Hollow Lane Wading River,New York 11792 Thanking you in advance, I n 3.0 mcere �` 1 �J Richard Searles,Architect P.O.BOX 286 PHONE(631)744-2852 WADING RIVER,NEWYORK 11792 FAX(631)744-6654 RSA RICHARD SEARLES ARCHITECT P.C. November 18, 2020 Town of Southold Building Division P.O. Box 1179 Southold,NewYork 11971 Li NOV 1 9 2020 Re: Permit#44784 Northside Beverage 1795 Old Main Road Mattituck, NY 11952 To whom it may concern. As per the inspection report prepared by Inspector John J. Jarski, (a copy provided for your reference),please find the following response. Fire inspection completed and passed 9-1-2020. Copy of report enclosed. 2. Planning approved granted,copy enclosed. 'N"-13. Suffolk County Department of Health approval enclosed. 4. Pex letter from plumber attached also addressing the no lead solder used. 5. Relief valve for the hot water heater has been extended to within 3"of the floor. —'-1�16Electric certificate (Town as build) completed and approved should be in the file. 7. P 7. Architect to certify rough plumbing and insulation meet NYS Code. See attached letter. Architect to certify project meets NYS commercial energy requirements for compliance. See attached letter. Architect to certify intumescent coating for spray foam insulation. See attached letter. I trust this information will be sufficient to issue the Final Certificate of Occupancy. Thank you for all your assistance with this project, Richard Searles,Architect P.O.BOX 286 PHONE(631)744-2852 WADING RIVER,NEWYORK 11792 FAX(631)744-6654 MKO UO V R®-40ior I/4V At aew b NIP SURVEY OF PROPERTY AT c®Y lrs lMA TTITWKft-n," � �v +r aW r,�poew oLWMw TQWW OF SOUTHOLD SL FWoo- 12P T SCALF I" t.�r AREA r 11745 gnaw# §' ��222 T + rye. a rrr wer.rrpr ~AW OF SM Y �� �r. luov i 1 v ,ePr�E�us srrn it �ai+ mmit P14%SOEI Md�p B dl�K. Y.& Lx hA% � �srr�wct� ry f"EG�CM� M:C ►''�^�+1!'+i1i�p`p ea�4�1r�x nu►�c � ��.Td T'RAV ► SfJP�E7' w SOUT iCX O, IRY. lion IV / 26 Ova / /QON X y 27, x28.2 X x2m -0. 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TAX No. 1000- 122-07- 6.7 °�G SCALE 1 "=20' MARCH 23, 2017 / OCTOBER 31 , 2019 ADD DEED NOTE BLAREA = 51 ,1172 sq. ft. BELGIAN 1 .175 QC. ov OCK CURB Qa/ QPMn. NOTES: / 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: xx.x / EXISTING CONTOUR LINES ARE SHOWN THUS: - F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR / TW - TOP OF WALL BW - BOTTOM OF WALL / 3 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L,S. AND APPROVED AND ADOPTED FOR SUCH USE BY THEE! YORK STATE LAND TITLE ASSOCIAT N�""` "' � / � A'`3, ZAP;CO •° , 7 N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Constn• LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION, CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAII AND/OR EASEMENTS OF RECORD, IF 1586 Main Road ANY, NOT SHOWN ARE NOT GUARANTEED. Jalmesport, New York 11947 James ANy WATER N/O/y C�Mp>JBL�// Hgpy AVE. SANITARY WELL SEAL EALT NT r] 111 OR 24' ABOVE FLOOD 2" ABOVE GRADE FRAME CCAST IRON OFAM ESTAUgp'� �Ls HFRAME AEAVE Np COVER TO GRADE A FOOD g WITH LOCKING DEVICE 14EAVE DUTY CAST IRON RICHARD PITLESS CASE ST F `0�4. �0 e�,Z �s MASONRY COVERS " FRAME AND COVER TO GRADE " ARCHITECT, P C S AT GRADE ON WITH LOCKING DEVICE z �C O F.F. ELEV. 26.99' CONC. SUPPORT BEARING SLAB C E BEARINGSLSLABIC _ - = ARCHITECTURE PLANNING SP I GRADE EL. 26.0 J 1-�� - - - _ - - - - _ - - - - - - _II � Q.s - -III-II-�iII�ll- 2'-Q" 24 _�1_ Il- - Ill- �1 'jQ - mmia-1wzii ..,.. .... _.,...P.O.Box 286 .,. ELECTRICAL CONDUIT TO HOUSE TRAP AND I L-II -t -III- Iu-II IiI Ti-IiI-II-L4" DIA. SDR 35 PVC " L -I_�Ii- -i- -IlI - " o III f i Ill W 1t� ll�nli WADING RIVER NEW YORK 111792, ° CLEANOUT INSIDE 1- 1_ PIPE @ 1/4 INSIDE THE BUILDING vo - - _ - -T�Li-`"II"i�"' "- - ,; rII4' DIA.5DR 35 PVC PIPE i BUILDING AS fjEQUIRED�= - - - - - _ _ 1- - PHONE(631)744-2852 FAX(631)744-6654WEDI CASING z A. PVC_ BY SOUTHOLD TOWN1LL1_ IIII- ,- - - - _ `0 PITCH 111N_I/8' PER I'o dII= I.E.=25.5111 _ II - :o _I1 WEB SITE: WWW.RS-ARCHITECT.NET � ll _- - -lllmll4llkn� - ll4rrlllmlllm LII - - - " � �II� L [Il �, FLOW LINE _ _ u �ND 4 CAST IRON MIN. 2 1 ,u � i=II=m-�- � - lu-lu- - PAST BUILDING WALL - -II- I� ll tl I.E. 22.641-11I.E.= 2 . 7 _ 04 SII- kl.E= 23.14 � -n-I Ill I-I I-II�I�--ILi� 1= I- - I-I=t I I-111-I -I�-I I=1�ILLI�i'=1l d) .� -�-I - � - TYPE K COPPER OR HIGH DENSITY PLASTIC LINE - PITLESS ADAPTER " O,, � 1� ID- - - I - •, MIN. 0.75 ID LINE TO 82 GAL. XTROL 203 OR 27 ""�` � 1- III - -Ili It -I - - - 1� - - -I - - - - - � I EQUAL WATER TANK INSIDE BUILDING. 54' MIN. Z�pg_U11 LU - u�II -_� l II - -� -I i1'I� � _ I CHECK VALVE X lll lll= - fit BELOW GRADE. �L 'I1ii �ill _ _�1 _ _ - - I -IlI'ITI�I�I II- IIIdII IIII� IIt� � 111� tII i1=IIID- - -i, -.11-I '- KEY MAP TI,'-1iT�I➢- -IIl 0,,% '1ll=1L1=�I-I-I�-I I I - -111- I-ll1- - -ll1= -BILL -I I- -1 -III- ��-�IIIII-II I-,�I I-11-I I �f IIi 1111 �T Z iI1 L O 0 _MMI SPF 4y P8 p N 1� l 1�1 � - a �,p _ _ _ SII= _ _ 1,200 GALLON SEPTIC TANK - 11- _ -IIIIIITT T -lll- =1ll 111IIITII =ll Ill- -11-Ll-lll rff d I - � I� -III=LI- _111 �L - FjjjT�- 11=Ill-1W1- �= I-I -1 III-- ---1ll=Wi rII=1 u11=1ll- G� 7i � 1 ll 1 -lll= 1-1- ll1�11� 111�1�ll1 - - - , " sZ Cts W-�=1 -lli- IU T=II- - -II-u1-lu t-u- - -u1- = 8-0 L 0 1111L1�1 LJ�L- I I11I IZ1II� 111�TIIJlt- - - - - 1L It1-lll- - - -111=1T�-I11=_lEW9='. 11 _ I-W � 11 - 23• �df_ � I I 11 Jl 11 Ill-111-II�11- lll- -ll 11=1ll- - _ �II - X11 - d 2 O l 17 1-III IJP 1 I TI -I 17 1 - STATIC WATER LEVEL EL. 2' ��' X 4� TIT T-I1 11NI1��1LF� TF�1ll r�II lT_�llFll 1L Wil_ =111- _ I 1 -W-I1I'-I I I�- -III_- I�-III- -`III`-_� -1�[l u II I TI THT�i1�1 �L i T 1�L I�-r�1_ _II-W ll 1 IT Ii 1 1� Ill 11=u�l Lr= =1Lui V-O' MIN. 1 , Z "'60 =nl-m�u>n 1111uru�� -ill -- i-ll= ll - ll - 8-0 DIAMET LEACHING POOL _ 11 - _ - �J � _ _ -1�-_�Lg mil- -Ill1E111= �- _I - S �G O - _ I J - - -1 I L- 1 =I IF � �--u�--ul�'- --iii- - �u 2� p 1- illIIIIltt II�1tu -1T-i X11 - ll1�1L 1 -uI�III Proposed Retail Store For - - _ - - - - --i=_ _lll- =II= -lll- i - - �� -llt- I 1-11 II-I1 i= - - -I WATER BEARING EAtGI�ICERIS CERTIFICATION RCQUIRE:D. �2 1 1i �1�iL �=TL ��L� 1!-1�u - �ti Ice CHECK _ - =_ = FORMATION 5U?3I>IiT' P.E. OR li.A. CEI�TIFIC�`;T'tC„1 FOR INSTALLATION AND CC)iN'STPUCTION - CNECK VALVE 2a SANITARY SYSTEM DETAILS ��T - - _ _�II��=- �� L= =i-T�L'�= IIl BACKFILL MATERIAL TO BE - - - of n/�"tf� Ll IJ E SLi`Ev - -III III lII-III III- -_ III-III II- _ FOR FINAL APPt'.CVAL. � GRUNDFOS OR EQUAL 6 '�- _ _ _ -1>�III- _ _ -II- _ ->I�II= �II- 1u- - _ CLEAN SAND AND GRAVEL - -I -I- - - -II NOT TO SCALE _ _ - �- - III l =II= , - -II -- _ _ -� -- - =ll1l=llll- _ � _- -I - - - f �TOr�thside PUMP SUBMERSABLE 8 u L TTI- L 1F01NI I1- uII t - 1�r1 - -u -�-1��- - - - --�� F• za �-L IL I � I)_�Il�l� -- - ��I�-jll- 1-III-I I- I -I -I 1 ll . �cvera � TOP OF SCREEN EL. 38' a _ � ,�,,,5, �„ .�, Water lines n^•� } b nsp�, Me ? ( � tho C`�CRIGt �Jt IG.�7 1 i II���L F,J`�✓, �i BJ4,Ja nl.r,,.a w,: 6..1�� f8§v _- 4' DIA. 3' LONG 10 Suffolk County D o p L of H'e K]h SCi�9iu-s. of n.mlu lu m �m l lirilmlu lu aum1 un ll - - - - - -Iu>rt> S SLOT STAINLESS - Cali 852-2100 24 hours in ac��ance STEEL WELL SCREEN 1 to schedule inspection(s). Z� 9` TEST HOLE DATA PROPOSED ��IELL DETAILS ,0% NO SCALE N01- 70 SCALE - COVENANTS l £1 TEST HOLE GRADE ELEVATION = 26.0' 1795 Old Main Road "L1ECT 7Q COJEI�AhTS RESTRICTIONS LIFER Vic, 3� 3 6 X X zi 0' Mattituck New York N.Y. PAGE �t a ' ' SM: BROWN SILTY SAND SANITARY CALCULATIONS S.C.T.M.#1000-122-07-6.71 01 SUFFOLK COUNTY HEALTH DEPT. APPROVAL ► 2' AREA OF SITE: 51,172 SQ. FT. OR 1.175 AC SCHD Ref.# C10-18-0003 TEST HOLE DUG BY: GROUNDWATER MANAGEMENT ZONE -IV- 6 PROPOSED BUILDING USE RETAIL STORE AND NON MEDICAL OFFICE: O McDONALD GEOSCIENCE RETAIL USE 4348 50. FT @ 0.03 GPA - 130.44 GPD. REVISIONS Suffolk County D�epa�rt of Health Services PO BOX 1000 OFFICE USE 843 SQ. FT. @ 0.06 GPA = 50.58 GPD. Approval for Cottl ''Other Than Single'Family W SOUTHOLD, NY 11971 TOTAL DESIGN FLOW: 181.02 GPD Cpl X 9 �,� 0 Revised 5-2-2018 C/IQ-I�`0 OO )L t���F4 TOTAL FLOW ALLOWED = 182 GPD AS PER BOARD OF REVIEW DECISION 4-18-2019. Reference No. �fio ' - -- jlrj,�f' DATE: NOVEMBER 28, 2017 addressing notice of x� x� 66 •�"�'•?, S.C.T.M.tt 1000-122-7-6.7 TOTAL FLOW BY USE = 181.02 GPD g �' sA incomplete application Use(s) Q ��__� -=��!-_. ._ NtiMCF�1 Imo_ These plans have kleen reviewed for general conforrnaM Wh)I;9gfi'plk X `�` ��G, 0 SEPTIC TANK p ` , s 181.02 GPD FLOW X TWO DAYS FLOW = 362.04 GPD COmmeritS dated County 1Jepartmerlx of Health Services standards, relating to tater O e EXISTING WOODED AREA TO REMAIN SN ?�\CIO SP: PALE BROWN FINE SAND PROVIDE NEW 1200 GAL. CAPACITY SEPTIC TANK e 2-28-2018 supply and sewage disposal. regardless of any omissions, DO° INSTALL SILT FENCE WiTH P HAY BALES AS SHOWN 9 0 2 Revised 1-25-20,19 ictc or�sistencies or tack of detail, construction is required to be in �� 9 PRIOR TO ANY �� °� q LEACHING POOLS accordance with the attached permit coadctlons and applicable p ,o CONSTRUCTION AND s� �� G1��o� addressing notice o'f,, a r�+�,� MaNraN THRouc►iour 181.02 GALS / 1.5 GPSF = 120.8 SQ. FT. WALL AREA REQUIRED g standards,urlles8s llywaivedbytbel)epartmeIIt.This approval THE ENTIRE CONSTRUCTION -6► PROVIDE ONE B' DIA, X 12' EFFECTIVE DEEP LEACHING POOL - 300 SQ. FT. WALL AREA. incomplete application expires 3 years from th approval date,unless exte or rrr awed. KA PROCESS UNTIL ^-C� J�� _ - p p.. COMPLETION. WATER SUPPLY comments dated , 5=0"8-2018 tZ EXISTING WELL TO BE ABANDONED AND A NEW 4" WELL SHALL BE - - -- .-. .-.. ......v.... Approval Date e Wer x F O my 21' DRILLED TO PROVIDE WATER TO THE PROJECT. SEE PLAN FOR WELL DETAILS AND NEW WELL LO( O Revised 10-31-201`9 ....•• I IC-23.0 , TP-22 •� NOTE: NO WATER ENCOUNTERED 1 " addressing meets and �d p1p1NG Wo 01 q_17 THERE ARE NO WELLS FOR PUBLIC WATER USE WITHIN 150-0 OF THIS SITE, g Ab:2r'.dcr ,1tiit n:erstiR�sanitary systcm must br-in u= SopFVWA El -23' �/ 18 bounds correction. rornformar�ce with department rquirdmcnit Submit 14 � TOP TP- 5 8 ig o EXISTING SANITARY: completed form WWM-c3'S ns proof 631-0 Z ZZ EXISTING SANITARY DEPARTMENT OF HEALTH STANDARDS.ABANDOND A5 PER ® Revised 12-27-2019 INSTALL HAY BALES AS SHOWN G 7 5 PCES e'ry TP-22.5 Baddressing convents on ,�is CONSTRUC IO AND _ notice of incomplete MAINTAIN THROUGHOUT p?0 6 q�-0 TP 2.5 �2PSN P THE ENTIRE CONSTRUCTi N UMPSTERS - 3• IXISTING CE 18 PROCESS UNTIL TC-23.5 � STIRAGE ONTAINER TO AND TP-23.0 TO BE CLEANED application #4 dated COMPLETION. TP-23.0 D AND N N/0/F o -' TC 23.0 ENCLOSURE : . A13ANDOND r' O./��/F 12-17-2019. BE REMOW'D L+' JAMES T. HICKEY n -6" TP-22.5 snNG ;,,•. +^ CL,q O RESIDENCE PRIVATE WELL �' NE 1Tx �W �DRNEWAY TO `�' X �'� •�o� Rjf `co TP-23.5 BE REMOVED �O / ��� WELL AND SANITARY V - 3.5 •� TG-22.0 : N t ` 0 13 SYSTEM ARE NOT CV &3 -23.0 -1 LP ' Lo w # N r. ;^�+• 'r�• :�.:' +'. y . X fir WITHIN 150' FROM 18 UNE OF za �} TG-22.0 1`:t"'�OIfR W 0 O vq!A ? PROPERY UNE COMPLIANT ® % " �Y J o PARKING AREA c :' •: 3�pO�F 19 SEE DWG NEW ASPHALT PAVEMENT ,' t CO/y� i ,y:•, -i SP-2 FOR ,:; :+. '` : R�:S .Y y DETAILS - i BEVERAGE SEAL /� 2a TP- 4.5 :�' CENTER RETAIL :''• ',i = 8A(L?,� C6 X 9'-O' FLOOR AREA QED AR 2 �v 4348 SQ. Fr. Cy LP NEW ASPHALT PAVEMENT .`. 0.03 GPD e 1 • •"' ,` moo'' D S �0 Q- PARKING 8 OVERHEAD ti O 21 SPACES `:<<?c ?� ELECTRIC SVC 130.44 GPD R EXISTING SANITARY UNE TO BE y4 O �,- ?,f 22 jC-25.5 72' 0 R TO REMAIN O ABANDONS A( T GOOSE K ri'.P:;.'�'.'t• w C/I '� O t 1 TRAFFIC BEARING SLABS A(( SIGN UGH G -25.0 TC 25.5 - S do HEAVY DUTY LOCKING STORY�XIST/ 11'-6' AB v -25.0 :''','.�' .'•.:' .?' COVERS AT GRADE ALL ,D G GRADE gip. UNE OF ADDITIONAL - 5• P-25.0 ,`,•.';'.: COMPONANTS w�T eU TREE CLEARING -25.0 • ROpO (pAfo (r �- TC-25.75 ! If GOOSENECK SIGN LIGHTING ON Sep eft qRT/44. X ?� TP-25.25 WOOD INE OF GUAR CCESADA Q GRADE ABOVE Nor" �e NOeASrM tl f F(OO FL00 OFFICE gz�.n O P. 9I O216A1, .> I���� ND U OF SECOND s RqR ,1 �/pq,� TRE LEAKING TCS .10 ' .4 eNl' R R AREA 843 / 0 N, F N�V V 3�S w/Rf IOCA nu 14"OAK R = 15 MIN. _ - IX eElly FH fe•C SQ. FT. O 6 O S 01Z sf C 22"OAK X 0 FOR WELL'Mr`A TION 8�h/ i /yam fN/Snj�G ? Y V CI R GPD = 50.58 P .. A N 14 OAK X 15 OAK TO SANfTAR' SYSTEM TEST HO CO CRfr MSR l0e 1,W0 RECESSED LIGHTING C °1 t 2 EXISTING SINGLE POOL xj:� f S/ AT COVERED ENTRY WATER UNE sg TOCATION ODD O a� --COVERED 0 o TC-26.5 O 18, NEW ASPHALT GUARDRAIL yENTRY HOUSE TRAP AND SANNRRY SYSTEM 8"OAK o 10"OAK o 16 AK 12" OAK PAVEMENT $ EXISTING S Copyright 2017.Richard Searles Architect,P.C.All CLEAN OUT PER rights reserved.The Architect reserves the right to 9"0 K EDGE OF WOODS BA K SOUTHOLD TOWN i OFjc c � COSTING WELL I1 reproduce this design in its entirety or any portion 0 7"OAK Aq •Z'�1Z i�� SHED h ? ^I •�' .�'Q ��� GREATER THAN 150' 'fp 0"OAK OAK TO BE ° O '9N "Q7 F FROM PROPERY UNE thereof.Unauthorized alteration of these documents is a y�' BORON X i• TC_ REMOVED Q QI Y9 C violation of the New York State Education Law.These 2 �s!- TP-26.0 30" OAK a O; P �j�tJs �1Y drawings and specifications are an instrument of service 0 �7 � '-�' EX NG TREES SHOWN THIS ATE NE c) Y �`9TLT' UT Uj and specifications and are the are not t bthe e used on aney othese r Ings 'Z'�•18 X TO BE REMOVED. WOOD 9 B ro act,except b writtenbeusedo of the Architect. OAK GUARDRAIL O B LL Ldj P iy permission 1Z•�Z SLEEVE ATER UNE 1i NGS A O�6 O ti x Z�BD V� FROM SANITARY LINE IS y I� 7170JECT NO. 1703 SEPARATION to 6 /Y ASP iALT PAVEME 1 Ek/ G SOOTING ONE LESS THAN 10'-0'. SNeO X IO'DL' ` S UNf DRIVEWAY TO COSTING �U1 y p0 S` X x z LID MA.'Nx..y . . BE REMOVED WELL TO ABANON BE jgS� ??•O�'2o,, SCALE NAME DATE 03/22/17 ®AD �� O M , DRAWN B < , RS CHECKED BY RS. XX 01P 4/i y o ..., 2� R04o TIT 9Z zoos �•()Q, �Ny X iUTILITY A#3 POLE X X p �'�(' ?S� < N• UPM378 y OVERHEAD WIRES 4 SITE PLAN NOTE: HEAD ^A '� 9Z EOLCTRICC SVC LOCATION OF SITE: TOWN OF 50UTHOL7, SUFFOLK COUNTY LIPA#37�OLEP 1805 OLD MAIM ROAD, MATTITUCK, NY(1952 Gb., TO REMAIN UTILITY PO DIVE IRES X meaiTE FLAN SUFFOLK COUNTY TAX MAP NUMBER: 1000-122-07-6.7 UPA#378 LZ SURVEY INFORMATION SUCH AS MEETS 4 BOUNDS, IXISTING CONDITIONS, ETC TAKEN FROM SURVEY PREPARED BY: HORSE FARM X a 1'RIVAT ` NATHAN TAFT COURWIN III LAND SURVEYOR P.C. E WELL Vp�,9Po� � ''•-•� P.O. BOX 16 JANE5PORT, NEW YORK 11947 SHEET ; DATED MARCHI 23, 2017 1 SITE PLAN Scale: IN = 20'-0' x t SP-I P h, X. SURVEY OF PROPERTY SI T UA TE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 122-07- 6.7 N SCALE 1 "=20' MARCH 23, 2017 OCTOBER 31 , 2019 ADD DEED NOTE AUGUST 31, 2020 FINAL SURVEY OCTOBER 26, 2020 SHOW RELOCATED CATCH BASIN y' AREA = 51,172 sq. ft. 1 .175 ac. 3 G—PO GFS/F C44R4- •O CoNC FOUND BARN SEPTIC SYSTEM AND WELL TIE MEASUREMENTS MoN J 0 0.9j, ww $Heb BUILDING BUILDING BUILDING �2• � w`v CORNER �A CORNER © CORNER© s' ^' CONc \ O SEPTIC TANK 23.5' 88' — pw ONeO1tO w $(Ad'11\ \ 60.00 O Ctl w..: .:: ..:. sr , cy INLET COVER Ar SEPTIC TANKQ�� ^� *o� ^ ry • OUTLET COVER 20' 92' sLEACH Q ;'' & 7RgA WIRE COVERING POOL EA 14' 105' — W "0`� CLEAN OUT 55.5' 54' Ak CD — `• _ \ .�b W'Re$ a� `afi'.• to y � _ ,!/ WELL 176' — 194, o@� I e '.:. o� .,' :: :a J. 110, �j01QC0 ^o mIQ�� O �. e d Z-, 2 e .�,. 4/y ai �,. I 2 00 2c � , 0 _;f4 10 � moo." oP '' �s.e e. 4p'• Al9" I 3 o I 0. sn2� I M 4 e�3 e 2 Ci Ci •d r7 00 UO V ,CO, a e e. d CON ° I : d V e 41PS / Z a m 4 e • 4 . 2W A. .e U .d, e. ya e 1 .•.`" cY Y d e o s d a p O W \ J nt o / A 1.\G1R-�`}t . .. a e ' dr \e. . e OOG�r HANDICAP poky- ('1111I L1NK B '� t^� " ••/. SIGN 3 • ' FENCE e. <\\ / e•a - e a <�'• w ASA/A d° ..a ': °a .a a a : 4 'e ue L7 4p�K/NG e 1-j .a p A d to a J a e e e e- o e. ea a aa.'• a. tl ' e a: e t/ pNELL . .e a d' a>' a / GP41 a., 4. .a A. p • 'J' d' %/ \-f�' e e e 'a 'd a '' 4 V. . 'o'e a 3. d.. N y e %. d7 ' e. a• a d.. I . €�W�1Ea' a 4'•O a• ° A pN GRP.. ". a. " a 4, e, d 44 • e dNO'�d /a 4e. e e O n c 4 •.4., de < d• I 2� °. d' IPV . O'' ••' 4' N 3 Q n d.• < o e e y, A. DRYWALL WITH /LOQ' d a a �• DRAIN GRATE.' G q a.. . e4 •d \� j�. •v q e I a e. � LIGHT a d: ° POLE Z d P 1pLE e' •a , • ' • .a e ,< e• OP e v d < e, m = `4 J O e .ae .e m 4 .. ` . 0 a I a 3 EDGE OF WOODS WELL I am �ti cf' so 00 3 N 0 0 0 N/O�HICKEY J 0 6, cryT. JAMES �To%' 3 V / z S 68e 1 ?862 A "d '96 3 Q�. ASPHALT DRIVEWAY 4F -61BELGIAN SLOGK Cu/ RS Qb �A . PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.IA.L.SrAND'APPROVED AND ADOPTED / FOR SUCH.,,dSE.BY,+7HEsNEW YORK STATE LAND TITLE ASSbCIATION.' ° ri 0 `b — N.Y.S. Lic. No. 50467 Nathan t Corwin UNAUTHORIZED ALTERATION ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE LSurveyor EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING / THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED o� TO BE A VAUD TRUE COPY. Q^ ' Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY J IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 FOX (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS / 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 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ELEV. 26.99' CONC, SUPPORT BEARING SLAB AND COVER t0 GRADE r,- -7 �+- ARCHITECTURE PLANNING EXISTING BUILDING 4,348 SQ. FT. �� - --IIIIII 15_15 1=Tl-11= '•• 21-0' 2'-0' 11�III1T-III11=llHIrL1=W- ;=1'1=1 20t _ =1 - jTj=11=L1=II=lll- P.O.Box 286 LOT COVERAGE FOR BUILDING ONLY IS 8.50% In \ HOUSE TRAP AND 4' DIA. GLS 2400 -Il-� IlTll1=,-111 111 lllil'_I = - 1�iII- llTi 1 11 o ° - - -ni�nl=1-,_,_I1,-rli- L, _- WADING RIVER NEW YORK 11792 b CLEANOUT INSIDE " 1 -TITI=IIi1=1.1-11 BUILDING AS REQUIRED PIPE @ 1/4 �4 DIA. CLS 240x= PIPE,1 -III-II-III-li'-II-=ll- LANDSCAPE COVERAGE INCLUDING NATURAL AREA 62.55% iPITCHWMIN. 1/8' ''ER 1' _ IT�1-111 TIIIIIIJ T1-11-11 y PHONE(631)744-2852 FAX(631)744-6654 �`� � of � - 11�11ll11111�111�1��1�11�1L11 +- CA° ��"■- ?A BY SOUTHOLD tOWN. I.E.=25.5 = 1s - - - - ?H11-11Y =T1-Tl- =1-1L=1L=L- WEB SITE: WWW.RS-ARCHITECT.NET TOTAL HARD SURFACE INCUDIING BUILDINGS, 51DEWALK5 AND PAVING 37.45% 01 o II-II =II-W-�=ll v N FLOW LINE rID- 1-1-lig I L -1- ll-1u-1-1r-ITI-rlu1�-u-uli I.E.- 23.14' - = LE.■ 22.641-TILE.■ 5T =II=1u_T_Ill=ll-1IILI-u li.! 1- =1-1-111-III-III=III. 0�9 o W-11=111 111= -1='-ll p ma"cr >;, 111 Ill h =i1=LI�_WIN -u - 1-, 27 w z )1 II-ITiT _u� 1-IIlIt-ill 11-li,- �11�11=Ill=u1-11 X II h I-Ill=II= -Tl- 11-�llW-Ill=ll1 o -ILII IEE=1 -III- 1 Il 111-I11� �11�ll=1�Il=11-W: 9t � I M____1111�u SITE PLAN NOTE: - ''=1= 11 -u1= -Ill- 1r-1L=II- -lll-lL ISL - 1LEK Y MAP i -1 l l�l II� 11 I I I-Ill-I T I - -1 -Ill -ll-W�Ti I- - llll - rII_1- 1� ul- w u u �y-w=1T=L-1 LST- I- I-T 11 1 I- 1=1 l-III- -ITI TI jII - =ll-ll-ll 1- I I ll� -ll-W- llll1 11��- ok LOCATION OF SITE: TOWN OF SOUTHOLD SUFFOLK COUNTY ..:°� 11 i1 =LIL T i ill T i��1 J illII111 I1ll1I1�W +1TI11iI "111M 11 z -fl=, JIM� T1' p Mail Illi ' -IIS I-II-Ill-1 -1 llll=ll=ll llf=Ill-W-1-111=llf-W-Ill-I -lh - Wl,l,l o � �I�� -ll-W-11-1 18.05 OLD MAIN ROAD, MATTIT UCK, NY 11952 �F �326 oI 1yI1Tl liliu Ill 1=llf VIA III 11111 I�1IT ll 1111 Ill=1'- - - ll 9 ' > ll lu111111 r-u- =1u-=11 u-u��1-111=til=ul=ll-u-III- - -11 1- 1200 GALLON SEPTIC TANK r� N- =u1_m=1u=M41M l,= O 1 f-111=I -I I l-I l-I Ill II=1L-ll-W=ill-i-11-�1-11-llf=L11-11 1-11-_- _ - rj -it-Ill ll-I_ll=W=l ll SUFFOLK COUNTY TAX MAP NUMBER: 1000-122-07-6.7 d u�L 1=u u- a-u�u- -III-�-II-III-IIS- - 1 �IIr 1T =II=II- -1_1=11;=1 c" r y �-_iI-III-111-IINI-11-II11il1ll-1- �j1-111 111-1T= -Ill- -ll- -W=L �I=III lll-Ill-L- W llf-WLi ill=lll=lui G TL- ISI 1111 - 1-T1 ll lll-lll�ll ll-���iL-l1AL- : t 9Z =1 u=11= r ul a=1� T-1 =1u�-1u=111wt=1ll_u 1��r u1� 8-o u=111=a=11=i Ti 1 r SURVEY INFORMATION INFORMATION SUCH AS MEETS 4 BOUNDS, EXISTING CONDITIONS, ETC ¢ u 1 Ti I n 11 u-11-ITi-lu -ul-III=_ - - _ ll ill 11 1 =_' -1 I_lll ill 1L W= - - I-lll-lll-T=1 1-1-1-I- - - -1- -lu�ur=u1= -u1=111=u-u1= �1=Ill-Ti1�11-11-11-�- O TI - Li 1 1 Jl-H -Tlll��-llf 111 W 111-L 1' -Ill-IJ-III-1=III-I L TAKEN FROM SURVEY PREPARED BY: G✓�d,� - I=1- - -�_�-II- -III- -II-II=II- - - III- - ]SII=n-T-1 = llI=II�1�1=II=u�=III-r - -ll 1L-LL -1- -1-111-LTi II-L-L= - � =>II� -1tll- ll-1 lr�- -1-1�-- NATHAN TAFT COURWIN III LAND SURVEYOR P.C. d✓, r II -u1 uTII -- 1I1I� - I- - 1-1-IIT-ITI- i' c�- -� -=m=m=m=1II�m=>Z�r�=r�1 =1u= =ul=m-�=1L P.O. BOX 16 rZ X ul- -Ill 1 1 =1f- _ ll111=1-I11I _ =11L Ill 11 11-W- - t- -iL- -L-. ca �I1=m$1-m-II-II 1 I1 II- - - --II �i -llf= 1=1 - - - - - II r= >I-II-u j - IIIA'1= - I1 llf= II-W-W-L =i Ll 1-11 ll-1L-i_ .l 1 u IT IT 1I Iu-Il 1 I _ T T T�-j - -IT-I f u L I_-T T 3-0 MIN. , I'- - -I 01itL1 1 1� JANESPORT, NEW YORK 11947 d �-m=mTTl " � �t-i iii -IIsi a li ILIA= I i1 - -ilII11 'i IiIIi-'i = 8-0 DIM1Et LEACHING POOL =11 1!=II=1t=II=1u= DATED MARCH 23, 2017 �,'� ✓• I�- - 1= _ - - - - -I - - - - 1>� - d1I- -�Ir1-moi- -'`�i1'='u' ��1-�17I=Ill-IIll'IIl�lr�-1I-7= 11;� - - -II-II-II1-'�-u 1L I-ITi-ll II 111-1x11 -II 11-1u-u1-111-Ill-LI_ II-1 --1 II=> W' I-- - II -1 r1 11 11 Ilr� = =III-I 1_-II=-111-111_111-r Pro osed Retail Store For ?s P 1 1L 1 =1I !_I I_I1=III-i-IIILk =III _ III- - I = =ll-1 =�1 -�-1 L -1 -I I-ITi-111-1111-1T: II �IIl � �I -1 - - T III-III-III-III-II-I'_III-II -II IIFIIi-II 11L T 11r1T1- -3-1 I -1 -I I- =II= - _ - - - 111=-r -3-1 M Ell-III-1 r 11T 1T T1T111_11 .11_1Lf 1,_T 1-TpTNT-I1-111=. PARKING CALCULATIONS 23 SANITARY SYSTEM DETAILS r ��r_��11111��1� lll��l I �1 HT1 BACKFILL MATERIAL TO BE ����11�1�T11 'I- - - - II I==IIIIII ll II ft_1 NII__ =1 - 6� -�I-II IIg111III1 III III Ill III II 1111 1 11L_- 1-1' CLEAN SAND AND GRAVEL a-lir Il il�i�=TLu L _ III-I -I -Ill llill lll-ill T �,-1� =II_I _ - 1111=� 11 Northside PARKING USE REQUIREMENTS AS PER CODE: �� L i1-11-11-11 u 1 IT ,,a -I�-Ill-u-In-lu-urlT -L�11-�f1 =_�f1- �Lll T 1�]11�11T Ti=�_I -la �T- MIEN.'' I� -I T-1-1 I- 111-111-11-Ill= - - _ - -ill--i=1yi_ BUSINESS AREAS I SPACE PER 150 5F. OF FLOOR AREA ZZ 111 II-1 II n 1 1 Lit C: _ -1I i�1T 1t- �_ _ - _ _ =1 =r-[,-11-ll'IlP� -J=111=1 - - 1��-ITI I I 11 LT I I 1LI-1LEILf=11_= 1L 1T n_-TAT- �- - - - -II_II- = 1- -ll-111_li1���11111-�� -I-II=�-IIS II T T1 Beverage N LE r llTi-I 11-Ill-1L I l-11 L-u T-1-u I- 1=1 lll-m-lll=Il- r 1- - -Ti-1-11�I ITI -11-I L 1-ir g PARKING REQUIREMENTS FOR 5511E 9 It 1- 1- �TIM �Tu= =I-11I=1111-I =Tn1L-i-�1=L Ill-W=II-��1-1!=LI�1L=Il II II-T-�11-II II=1��I�T-1�Li �i �L� 1 -I 11 1 I-I -1=111 ( 1-11-ID X _-I -IIS-LII=11-I I=lll-l=lll-Tl-rll-III=- I- III�-,I I-I QI�I11�Z�Tf- I��ii�]i=1 I-Zi-1T_I-i11=iii 1�1I SLI- I-�1- BUSINE55 AREAS = 5195 5F./150 SF.■ 34.63 35 PARKING SPACES REQUIRED y` u OZT1 Tli -C L1 11r11111mIImLiLr i:nl ll l m llm )Lill mll mll llf ll1Jn ll 11 m 1=1 llL mI l-lly ly llt 6� TOTAL PARKING SPACES REQUIRED = 35 PARKING SPACES INCLUDING I HANDI-CAP SPACE 9t 4� �t TOTAL PARKING SPACES PROVIDED= 16 PARKING SPACES INCLUDING I HANDI-CAP SPACE THE UNDERSIGNED,PuPSUANT TO SOITTHOLD TOV N CODE SECTION 0% r 1£1 r^-131(1),ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN ArPfOVAL SET FORTH IN THE RESOLUTION OF APPROVAL DATED 1805 Old Main Road 6 X X t1 fI D 120 ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION). e X tt Mattituck New York N.Y. of PL . �. RINTNA.� Ri� � �z►vc.u;S" SANITARY CALCULATIONS S.C.T.M.#1000-122�07-6.7 DRAINAGE CALCULATIONS: 6 /+6eNr L 1 z7 Z AREA OF SITE: 51,172 50. FT, OR 1.175 AC AUTH rJZFD SIGNATURE TITLE DATE GROUNDWATER MANAGEMENT ZONE -IV- 300 GPD PROPOSED BUILDING USE RETAIL STORE AND NON MEDICAL OFFICE: STORM WATER RUNOFF 2" RAINFALL CONTAINMENT LO 6 APPROVLDBY RETAIL USE 4348 SQ. FT @ 0.03 GPD = 130.44 GPD. REVISIONS TOWN OF SOMOLD PLAINNNG BOARD OFFICE USE 843 SQ. FT. @ 0.06 GPD = 50.58 GPD. PAVEMENT 4 SIDEWALKS ............. 17,142 S.F. X 1.00 X 2/12 2,845.6 C.F. •V1 TOTAL DE51GN FLOW: 181.02 GPD ' �10/F B ?, �r �,.� Ol Planning Submission ROOF ........................................... 4,346 S.F. X 1.00 X 2/12 = 721.4 C.F. CP x G' .�► TOTAL VOLUME = 3,567.0 C.F. JAMES T. HICKEY X 1� 9� 1�1�►z0 TOTAL FLOW ALLOWED = 300 GPD 6-14-2017 RESIDENCE PRIVATE WELL e r�'f fc� C�fAIRPLI.SON SIGMA l7tE DATE TOTAL FLOW BY USE = 181.02 GPD x� NOTE-ne:--o cd sloe derdo"mmt F1za Ill be vattd for a perm!aR t1 f 4een(1t SEPTIC TANK 2 PlanningRevisions 211 RAINFALL STORM WATER STORAGE REOD. ` fA c o� r^ "tt* +t>~-1-teQir- --lrsp-ieoaesectien2t�r13ZA. O X ti � 9 .� 181.02 GPD FLOW X TWO DAYS FLOW = 362.04 GPD 8-14-2017 O EXISTING WOODED AREA TO REMAIN 4� �'?�� PROVIDE NEW 1200 GAL. CAPACITY SEPTIC TANK REQUIRED 10' DIS: POOLS = 3,567.0 C.F. / 68.42 V.F. = 52.13 V.F. 0 9 y� C' INSTALL SILT FENCE WITH 0 \ O�A STORM WATER `STORAGE PROVIDED HAY BALES AS SHOWN 9� 00 O3 Planning Revisions �� 8 PRIOR TO ANY 0 �'Qya LEACHING POOLS CONSTRUCTION AND g t t 9-25-2017 O zo MAINTAIN THROUGHOUT �,� fld�� 181.2 GALS / 1.5 GPSF = 120.8 50. FT. WALL AREA REQUIRED LP (5) 1010 )( 12' DEEP POOL5 60 V.F. THE ENTIRE CONSTRUCTION 6I - l� PROADE ONE 8' DIA. X 12' EFFECTIVE DEEP LEACHING POOL - 300 50. FT. WALL AREA, PROCESS UNTIL 1,� ?O 0Y . COMPLETION. S ® Planning Revisions STORM WATER PJOTE: - WATER SUPPLY 7-2-2019 EXISTING, WELL TO BE ABANDOND AND A NEW 2' WELL SHALL BE 2 THERE ISM SURFACE WATER WITHIN 300' OF THIS SITE �� F DRILLED TO PROVIDE WATER TO THE PROJECT. SEE PLAN FOR NEW WELL LOCATION. O 2. ALL STORMWATER 'STRUCTURES SHALL BE LOCATED A MINIMUM OF 20' FROM X I 1 Tc_23 a > 14 ALL SANITARY STF:UCTURES. TP-29 ���� � THERE ARE NO WELLS FOR PUBLIC WATER USE WITHIN 150'-0" OF THIS SITE. O s MASOOFYW NES 23.0 � 17 iOp 18 EXISTING SANITARY: O 8 ° 19 � - 14 6�1,0 'S - 3.5 ZO ti EX15TING SANITARY SYSTEM TO BE PUMPED DRY AND ABANDOND AS PER O INSTALL SILT FENCE WITH ?, G 7 5 ACES (� •? 22 5UFFOK COUNTY DEPARTMENT OF HEALTH STANDARDS, HAY BALES AS SHOWN TP-22.5 O PRIOR TO ANY o_ 15- CONSTRUCTION AND - MAINTAIN THROUGHOUT 1 1 °? � q1'0' TP 2.5 iRA`N THE ENTIRE CONSTRUCT N O STIRAGE AND UMPSTERS - 3. EXISTING E O 18 PROCESS UNTIL TC-23.5 CONTAINER TO ENCLOSURE -23.0 TO BE CLEANED G N�O COMPLETION. - TP-23.0 BE REMOVED ',y:.''.,',;v ; ABANDOND 1P0 ��' TC 23 0 RGA C TEST HOLE DATA, 0 1 a 5'-6' TP 22.5 STONE EXISTING ,t ,,l, .:: ' �'' '.• _ X ?ir O�o� Rk 17 X !ll aW TP-23.5 DRIVEWAY TO , rr`.,_ V% NO SCALE Ci TG-22.0 P / BE REMOVED 3.5 N.i N N ' 'ti' :: `F� TEST HOLE GRADE ELEVATION = 26.0' O 3 -23.0 Lp LP W 0. ?� 18 LINE OF oo Iq TG 22.0 'Y i':'R ���SRq�� w°00 COMPLIANT 0 .�' �'zi7: µIto O h' '.. PARKING AREA LP SM: BROWN SILTY SAND LP A \ SEE DWG. NEW ASPHALT PAVEMENT r :!CO ' ` __ 19 SP-2 FOR ' NOR ' 7►y s 2' A DETAILS C-2 .0 ? � '" '. :: r�� TP- 4.5 '',,! .5 Wq� 7Il o" SEAL A 20 x 9'-0' ��';.`.. BEVERAGE ` .`;" � t?`�� i TEST HOLE DUG 6Y: �QC,yi 0 Lp NEW ASPHALT PAVEMENT CENTER RETAIL °e l' ';'A ••i'' : ;/ nY�i N' O� Rp 014, "6 � 21 �i FLOOR AREA :• �o McDONALD GEOSGIENCE R PARKING 8 SPACES r= r'+ SQA@ 6F15- I :,'`' 4348 SQ. FT. •'r r' ` 1 1'W 20 PO BOX 1000 �C?\ �n FS - 72' 0' O r :`, SOUTHOLD, NY 11971 2 ?3 TC-25.5 NF GOOSENECK y 22 X -25.08 `•' T44SIGN LIGHTING ,1 S f DATE= NOVEMBER ..8 2017 y LINE OF ADDITIONAL - 5 11'-6" ABOVE j ! 1 -2s.o TC-2 •S4 p RY TING GRADE �2. S.C.T.M,# 1000-122-7-6.7 TREE CLEARING -25.0 TP-25.0 „,'>;':':;. pVl v 2 5 .�: ;_%J: GOOSENECK RO OSfYr/"q p RT�OING S T 5 GOOD 8,_0• SIGN N6uA OVE FGHTING efVFR4GfC SfCO 9Z o Gv "71, 02161UAR RAJA >�Q IC ?a, 01, ACC `p ��E CFNTFRO FZOOR FLOOR OFFICELINE 0 SE ND � �° 2 RN Q) SP: PALE BROWN FINE SAND �F N�� (�pY oO G ° To TRE LEARING AREA ABOVE 843 't ki wA.-NEW ON 22O"OAK 6"On K SOA O K 6 Q P NETfR Q. �\ S ° �;•, » 22"OAK sT �P \ O`' N O O - N f081 RECESSED LIGHTING �X � 14"OAK X 1 , 0 TEST HOLE 1p ON AT COVERED ENTRY ?S O O TION OD ,, OVERED d 8"OAK O - O N ASPHALT G DRAIL 16 Copyright 2017.Richard Searles Architect,P.C.Al] 10"OAK ENTRY WA R UNE �� O(� rights reserved.The Architect reserves the right to X g"0 K EDGE OF WOODS ° i6" AK 12" OAK ( B a o � � AZ-"x t�n O 7"OAK K : o :_ �2 reproduce this design in its entirety or any portion 0"OAK 4" OA B _ e F, o �� thereof.Unauthorized alteration of these documents is a tsj aOgON 1XS �` REMOVED �, p I�'y �\ violation of the New York State Education Law.These Z X 25'-0' TP-26.0 NOTE• 30" OAK a^ Q ; J `JQ drawings and specifications are an instrument of service JD Z -�- EXISTING TREES SHOWN THIS -02 B, t O �� O 21' and are the property of the Architect.These drawings ' �X AREA TO BE REMOVED. WOOD A 9 h At" and specifications are not to be used on any other OAK GUARDRNL Q ; (�' h NOTE: NO WATER ENCOUNTERED project,except by written permission of the Architect. 221-00 EXISTING PROJECT NO. 1703 mA � y�4 x97'SL ASPHALT PAVEMENT STONE EXISTING Tit Sy�.,� ,��' x X pp - - DRIVEWAY TO REMOVED WELL TO BE U POLE 2 ' S h 0�(v X L'8'�Z LD M���T /^� ��`? BE REMOVED 3jgS �S�s �� 2?•O'?0'' a SCALE NAME :DATE 03/22/17 1\II x2.y O A T� DB2 °D �/ h / DRAWN BY RS CHECKED BY RS W -per J) M X --xx� 1 20,. )V Rp �o 9t______._._ 2Bpo X .p0, b�, �� (Ny RT TITLE LIP UTILITY X XIZZQOVERHEAD .L � WIRES � 9 X L 7 LE 9 �d UTILITY Po 1PA1f3 7 OVE --- - � -�- � SITE PLAN UTILITY POLE IRES X LIPAy378 Zt =o MORS X a E FARM PRIVATE �x WELL i I SITE PLAN Scale: I' = 20'-0' RECEIVE E ("� SHEET SP-I x �� R=�E I�/E V \�X JUL 3 2019 S o u t o d Town Planning Board JIM° R A ® ®, RICHARD SEARLES �d00 J/00 c�o�`Y o o ARCHITECT, P.C. b� M �� ARCHITECTURE PLANNING P.O.Box 286 v• WADING RIVER NEW YORK 11792 (fl PI-TONE(631)744-2852 FAX(631)744-6654 C WEB SITE: WWW.RS-ARCHITECT.NET LIN CR N O01. � ";t- o. ?7 �0,C xfoo - 9l n� 06 SPF ?B aIS PARKING CALCULATIONS 4z PARKING USE REQUIREMENTS AS PER CODE: BUSINESS AREAS I SPACE PER 150 SF. OF FLOOR AREA 01 PARKING REQUIREMENTS FOR SITE: BUSINESS AREAS = 5119 5F./150 SF.= 34.12 35 PARKING SPACES REQUIRED ?4 Proposed Retail Store For TOTAL PARKING SPACES REQUIRED = 35 PARKING SPACES INCLUDING I HANDI-CAP SPACE 23 � TOTAL PARKING SPACES PROVIDED= 35 PARKING SPACES INCLUDING I HANDI-CAP SPACE Northside e� �o Z� Beverage 1 9% X {z �7 C11 0% A C'% B1 �< y1 ` 8L 4 Lt Z� 9l 0% t{ F! 6 x 1805 Old Main Road $ X X z{<< Mattituck, New York, N.Y. o{ S.C.T.M.#1000-122-07-6.7 9 6 l REVISIONS •cp, X g � Ol Planning Submission ' t X 6-14-2017 X� X �`�` ol� O2 Planning Revisions oO 8 EXISTING WOODED AREA TO REMAIN S%�` S 00 8-14-2017 9% 0� O Planning Revisions o •o atTfo� 9-25-2017 Es �` �O ® Planning Revisions 7-2-2019 X Ov �Q\ ,,t 90, �s q-17 O MASONRY RETAINING WALL CONTq/� 16 14 4.W 19 %0 'b� O 22 O 13 O P KING 20 SPACES ` O ts-- EXISTING WOODED AREA TO REMAIN17 ro x ?,� �o�co'� �Rk O } o NEW ASPHALT PAVING O w N KC 4O s 18 _' to C NC �Z'I O 6' OAR ir W00 EXISTING R/M ��� O Wq(( q3'AO<F 19 BENRE AY TO EMOVED CO NCR S (qe 20 X 2 $ WqI, ?� �8 SEAL 108 1• C?�c� G�PFtD SE,gR! stn S(qe �'� c PARKING 14 SPACE o O�Ry�o � 21 126-00 o" �' f.�•W ?p2 � -A S 22 V X 24 C/1/ST/AI Ifs 1� I! Q ?°' X X alilollvo w APPROVED I Y ��� 021 610 ? y�Q Gii( Ao M ?� , 4SP�(T pq ezc))z NEW LL kD EXP �eN OF NES _'Y X PLANNING BOARD q�3>s Wi F S 050 X R 'DB, _ "� < 2 0� TOWN OF SOUTHOLD �X X S/0tW q(k �i �' �'�" �� I I 1 Z0?-0 rights 2017.Richard Searles Architect,P.C.All EDGE OF WOODS wi 2 py \ rights reserved.The Architect reserves the right to Q) q� pq .1Z F. �2 f� reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a s' ROp �Z XXX X 0) violation of the New York State Education Law,These 44� 25i-0M a drawings and Architect.instrument service 'Z�X 18-01 and are propertyof the Tese drrawin s 6,g o and specifications are not to be used on any other 28 O C) r! r project,except by written permission of the Architect. 27 1 PRO ECT NO. 1703 X�� ASPHALT PAVEMEN 07Crry Sl/f0 I `X XCp3+Z z LD MAfN Z$ n U j9SS2Or20" SCALE NAME DATE 03/22/17 uu�� �� O A D 1B.Q2 oo �1/ DRAWN BY RS CHECKED BY RS° x �o 20,, X .00, � TITLE 9 � �--– —�x x.79 UPAS 73 g OLE X OVERHEAD 9.� OVWIRES 9Zx COMPLIANT "PAL 3 POLE` - r F iGo., PS POLE OVE )RES x PARKING A LAYOUT xl� vp�9 0� AL1 � COMPLIANT PARKING PLAN sale: I' . so'-o° x RECEIVED SHEET JUL 3 2019 Southold Town SP - 2 1411, Planning Board q#s�9 o�F ' oil 2 STRANDS #12 GAUGE i R S A GALV. ANNEALED STEEL WIRE TWISTED IN NEW RICHARD SEARLES BLACK REINFORCED 3'0 MIN. CEDAR TREE RUBBER HOSE STAKES ARCHITECT, P.C. PROVIDE 4' OF MULCH 12 GA. WIRE ARCHITECTURE PLANNING AS SPECIFIED TO COVER FORM 4' HIGH TOPSOIL P.O.Box 286 WATERING SAUCER OF SAUCER AT EDGE OF TREE WADING RIVER NEW YORK 11792 TREE PIT PIT FOR WATERING PHONE(631)744-2852 FAX(631)744-6654 WEB SITE: WWW.RS-ARCHITECT.NET CUT 4 REMOVE BINDING t BURLAP FROM TRUNK 4 UPPER I/3 OF TREE ROOT BALL DECIDUOUS TREE PLANTING DETAIL 009T SCALE. N.T.S. COP"REALTY COMPANY 12 GA. WIRE 34 MIN. CEDAR TREE 200'RADIUS LINE FROMPROVIDE 4" OF MULCH STAKES ' SUBJECT PROPERTY' . OFFICE AS SPECIFIED TO FORM 4' HIGH TOPSOIL BLDG �� COVER WATERING EE S TREE PIT PIT FOR WATERING NG SAUCEROF TREE N/0/P ion"HOLDING CORPORATION � CUT 4 REMOVE BINDING Proposed Retail Store For�, • -�� 4 BURLAP FROM TRUNK 4 UPPER 1/3 OF TREE O D ��+0qo ROOT BALL SHE N6� MARXETSPANNOAS CORPOJUTION Q, EVERGREEN TREE PLANTING DETAIL Kc+ UTILITY EQUIPMENT NO BUILDINGSNorthside SCALE: N.r.s. TO BE PLANTED AT SAME ✓MMES T.X HICKEY SUBJECT M. IuOPERTY NURSERY FROM GRADE AS GROW AT WOODED AREA 4' MULCH EXTENDING Beverage PLANTING SCHEDULE OVER BERM CONSTRUCT BERTH SAUCER ONTAINER W/ 3' HIGH/ SUBJECT PARCEL 1 GEORCEOIClARK KEY BOTANICAL NAME COMMON NAME ' QUAN. SIZE t SPACING 18' MIN. FOR PLANTS / t-STONE DRNEWAY pR px. s OsHED UP TO 4' HIGH, 20" d —REMOVE PLASTIC 8 72, c�c LI LIROPE LILLY TURF (CA) -2 GALLON CONTAINERS OVER PLANTS GCONTAINER OR BURLAP t a crR � BINDING FROM UPPER I/3 SHIT GE GC CHAMAECYPARIS DWARF GOLD THREAD CYPRESS (41) 3 GALLON CONTAINERS O OF ROOT BALL BACKFILL W/ PREPARED HEDS r �'b TOPSOIL (3:1 RATIO 0� nsnuv ROAD0 Ay c } DAS PICEA GLAUCA'CONIGA' DWARF ALBERTA SPRUCE (3) 4 To 5 FEET TOPSOIL TO PEAT MOSS) 1805 Old Main Road MORSE STABLES AID IG ILEX COMPACTA COMPACT JAPANESE HOLLY (7) 3 GALLON CONTAINERS Mattltuck, New York, N.Y. NO BUILDINGS IIlTXIN 200' OF SUBJECT PROPERTY' D4j"�°0RIO SHRUB PLANTING DETAIL �s PJM RHODODENDRON PJM PJM RHODODENDRON (4) 5 GALLON CONTAINERS SCALE- N.T.5. S.C.T.M.#1000-122-07-6.7 " CM LAGERSTROEMIA INDICA BLACK DIAMOND RED PE (3) 5 TO 6 FEET MYRTLENOTES REVISIONS PROVIDE 4' OF MULCH AT ALL PLANTED AREAS AROUND BUILDING. 200' RADIUS LINE FROM SUBJECT PROPERTY PROVIDE DRIP IRRIGATION AT ALL PLANTED AREAS AND SURFICE IRRIGATION AT GRASS AREAS 1 Planning Submission 6-14-2017 200' RADIUS MAP Scale: 1' = 100-0' O2 Planning Revisions SP-3 BUILDING LOCATIONS USES AND CURB CUTS $-14-2017 O3 Planning Revisions 9-25-2017 EXISTING WOODED AREA TO REMAIN ® Planning Revisions INSTALL SILT FENCE WITH 7-2-2019 HAY BALES AS SHOWN PRIOR ANY O CONSTRUCTION AND MAINTAIN THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS UNTIL O COMPLETION. LINE OF ADDITIONALO TREE CLEARING GC O, � GC ® ® GC G • 0, O GC ^, GC Gr 'T' GC X001, r O .GC INSTALL SILT FENCE WITH MU CH BETWE N CURB C HAY BALES AS SHOWN GC AN RETAININ WALL O PRIOR TO ANY CONSTRUCTION AND GC CDgRD MAINTAIN THROUGHOUT TRpSN O THE ENTIRE CONSTRUCT! N M DUMPSiERS �- PROCESS UNTIL ` COMPLETION. GG GC C GC ® AND O ENCLOSURE MOP 0 wARLL E� 23.0 WALL SEAL CEO ARCLINE y� T 0 EXISTING TREE COy c ��' PCO SEgR�� ' CLEARING fR wO0p 'CO 'IT. Ji MULCH BETWEEN CURB AND RETAINING WALL ®G C�NCR�f ,�9.0.2'A CC Yr NEW ASPHALT PAVEMENT SIAS .2 o° �+ WAIT 2 Q M � r� ,v 1 pe 1 Q 'QW w Ito �•"r' LINE OF ADDITIONAL F �/ TREE CLEARING MULCH BED IC X/STiN�' Q(/ l--a APPROVED BY ® PJM I C��NG `^I GC ® GC G�LINE C IC y�r> OCopyright 2017.Richard Searles Architect,P.C.All PJM �2 � ��N n rights reserved.The Architect reserves the right to ADDITIONAL TREE CLEARING O eN PLANNING OA(C4 reproduce this design in its entirety or any portion (h NEW+WELL ® C Q thereof.Unauthorized alteration of these documents is a 14"OAK 2 O AK 6'OAK 13�OAK 1 '0 K PJM IC r �� TOWN O� SOUT{-i violation of the New York State Education Law.These S » `A' 22"OAK ° PJM \ = OLD drawings and specifications are an instrument of service q 1'Y 4� MULCH BETWEEN '• OAK � C y8 /� � �+ and are the property of the Architect.These drawings 5° 1 20 2 OAK C) 14 OAK 15'OAK CURB AND SIDEWALK Si DATE .J��• j`'1 f� /, and specifications are not to be used on any other 0 18" OAK ` 1 v L-�/ project,except b written permission of the Architect. 8"OAK o 10"OAK a 16" OAK (;� 18bOAK � 1 P J P Y 9"OAK EDGE OF WOODS �: 12" OAK NOTE ETING TREES SHOWN THIS BASE 2 r 0 7"OAK ,� 0'OAK 2 " OAK AREA TO BE REMOVED. - PROJECT NO. 1703 MULCH BETWEEN a CURB AND GRASS CM 30" OAK �" O SCALE NAME DATE 03/22/17 MULCH BED 00 AROUND TREE MULCH BED v 69 O ; r tom" DRAWN BY RS CHECKED BY RS GRASS AREA o 24" OAK c y f AROUND TREE 0 Q) �' OyE•�f — 16-1.1 O 4 owl y�hi ASPHALT PAVEMENT 18-L1 CM STONE GRASS AREA___--*- REA—� EXISTING 367-40 6 7.4 O> H V/ TITLE O LDBE REMOVED z2 RADIUS MAP ROAD MAIN � � " 20'� �'{ �.. . L.... . . .... ... AN°� Zo,, LANDSCAPE 10 ,o0 w PLAN, DETAILS AND NOTES unLrry POLE LIPA1377 s LANDSCAPE PLAN Scale: 1" a 20' UTILITY POLE RECEIVED SHEET SP-3 LIPA#378 JUL 3 2019 Southold Town — Planning Board Plannin B SP - 3 i ■ RSA ' ■ RICHARD SEARLES ARCHITECT, P.C. ARCHITECTURE PLANNING P.O.Box286 WADING RIVER NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 WEB SITE: WWW.RS-ARCHITECT.NET LU ATTIC: SPACE A Lu N LAV. 5��3E 0 Proposed Retail Store For PRODUCT AREA LAV. w Northside Z OFFICE Beverage N w J Q 1805 Old Main Road Mattituck, New York, N.Y. LINE OF NEW S.C.T.M.#1000-122-07-6.7 COVERED ENTRY 108'-2" REVISIONS EXISTING FIRST FLOOR PLAN Scale= 1/8" = 1'-0" Ol Planning Submission A-I Z EXISTING SECOND FLOOR PLAN scale: I/B' = 1'-0" 6-14-2017 A-I O2 Planning Revisions 8-14-2017 O3 Planning Revisions 9-25-2017 SIGN COMPLIANCE: LENGTH OF BUILDING 108'-0" ALLOWED SQ. FOOTAGE OF SIGN 108 50. FT. 0 O I IXISTING COORIGATED METAL O ROOFING TO BE CLEANED AND PAINTED. NEW ETALO ROOF T NEW COVERED ENTRY. O 60 WATT GOOSE (NECK LIGHT j O FIXTURES FOR SIGN LIGHTING. I I I I I I I O PROPOSED SIGN LOCATION EXISTING TEXTURE III SIDING TO O fV BE REPAIRED AS REQUIRED, � CLEANED AND REPAINTED. j IXISTING COORIGATED METAL O SIGN CRITERIA= " IXISTING COORIGATED METAL ®® PAI I�NG�TO BE CLEANED AND LENGTH OF BUILDING 108'-2' ALLOWED AREA OF SIGN 108 SQ. FT. SIDING TO BE CLEANED AND O PROPOSED SIGN 2'-10' X 33'4" OR 94.32 5Q. FT. PAINTED. O ............ T T NEW ALUMINUM L NEW ENTRY DOOR STOREFRONT ENTRY loB'-o" 40'-4" SEAL 3 FRONT ELEVATION Scale: IVB" - 1'-0" 5 LEFT SIDE ELEVATION scale: va" = I'-o" ��p,ED ARey C0��PSE,qR�Fs,��C� At APPROVED BY PLANNING e®ARI? '-v 021 TOWN ©FF SOUTHOLD F y DAI A t / 1 I� Copyright 2017.Richard Searles Architect,P.C.All ' A t `O2-O rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a � violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect.These drawings and specifications are not to be used on any other I project,exce t by written permission of the Architect. EXISTING COORIGATED METAL ROOFING TO BE CLEANED AND PAINTED. „ PROJECT NO. 1703 SCALE As Noted DATE 03/22/17 DRAWN BY WP CHECKED BY RS 60 WATT GOOSE NECK LIGHT FIXTURES FOR SIGN LIGHTING. o TITLE N PROPOSED SIGN LOCATION EXISTING TEXTURE III SIDING 70 " IXISTING COORIGATED METAL BE REFAIRED AS REQUIRED, 33-4 SIDING TO BE CLEANED AND CLEANED AND REPAINTED. IIIAIIII SIGN CRITERIA= PAINTED. LENGTH OF BUILDING 108'-2" NEW Building Plans ALLOWED AREA OF SIGN 108 50. FT. ENTRY PROPOSED SIGN 2'-10" X 33'4" OR 94.32 50. FT. DOOR i & Elevations IOB'-2" 40'-4" 4 REAR ELEVATION Scale: 1/8" = 1'-0" " 1 I " SHEET 6 RIGHT SIDE ELEVATIOa� Scale: vB = -o D A-I A-I SEP 2 � 2011 A _ 1 Southold Town 1 Planning Board „ Northside.Beverage _ _- _,r' _ . °y ..`?ttf` •.,l o'�.' rcF'-"-� i.T'-` F - &x�,i .{ _ I'Y f' Exterior Load-Bearing Wall UL Design No: V311 4' 0 1 R01 J c, f� ),,,a; i ape t J Ant _ 0 alkt oar t W 1 t r FFst j t k 1 rt � jrg� FAME ymeBlock® �---' FIR -RATED SHEATHING! m s ONE PANEL. MULTIPLE APPLICATIONS. LPI' FlameBlock"' panels In roof deck applications outperform FRT plywood in structural design rating at the same panel thickness. Exposure 1 classification certifies that it's able to withstand moisture during normal construction delays. (FRT plywood does not carry Exposure 1 certification.) ROOF DECK—TYPE 111&V CONSTRUCTION i-SIDED LP'FLAMEBLOCK"INSTALLED ON RAFTER SUPPORTS ■ Commonly used for vertical continuity of fire walls in townhomes, condominiums and apartments -_ (IBC Section 706.6) f�` ___ ■ Higher load/span ratings than FRT plywood at T- ROOF COVERING PER DESIGNz _ same thickness ' ■ Available in a range of thickness categories, including 7 16""to provide consistent with 7 16""standard OSB ,- / p Y / 4'ON EACH SIDE OF FIRE-RATED WALL �o,y` where applicable l '.� ■ Certified Exposure 1 weather resistance ■ Reduces labor costs and construction time compared to gypsum-over-wood structural panel option l� ■ Panels lie flat with no delamination FIBERGLASS INSULATION INTERIOR LOAD-BEARING WALL— 1-SIDED LAME D LP"'FAMEBLOCK^ LP'FLAMEBLOCK' UL DESIGN NO. U350 (TYPE A) -i,-- 1 (2-Hour Partition Wall;fire-rated on both sides) ° c� '� ■ load-bearing Commonly used in partition walls in g multifamily construction, including townhomes TYPEX " ' ■ Features a proprietary non-combustible,fiberglass- GYPSUM µ �© reinforced Pyrotitec'treatment ■ Cost-effective, space-saving alternative to area separation fire walls using Shaft Liner(where code-compliant) TYPE ■ Sound Transmission Class (STC) rating of 62 2 X4"STUDS GYPSUM (MINIMUM) 1-SIDED FIBERGLASS LPI FLAMEBLOCK" INSULATION FIBERGLASS INTERIOR LOAD-BEARING WALL— INSULATION UL DESIGN NO. U350 (TYPE B) �'---�- r°!- (2-Hour Partition Wall;fire-rated on both sides) ©F ILK ■ Commonly used in Type III and V 2-hour partition walls in multifamily construction IYPE X GYPSUM ■ Labor/material cost savings and reduction in dead load due ;k® to elimination of a layer of gypsum (vs.WP3820) i ■ Cost-effective, space-saving alternative to area separation TYPE GYPSUM fire walls using Shaft Liner(vs. UL375) 2-X4-STUDS ■ Sound Transmission Class (STC) rating of 61 RESILIENT (MINIMUM) RESILIENT CHANNEL CHANNEL s FIBERGLASS INSULATION EXTERIOR LOAD-BEARING WALL— ,� UL DESIGN NO. U349 ` 1 (2-Hour Wall;fire-rated from inside) 2-SIDED ®F�p)dEBlO LP'FLAMEBLOCK" ■ Commonly used in Type III load-bearing exterior walls EXTERIOR ,.,, ■ Better substrate for securely fastening exterior facing CLADDING ;° ■Allows fiberglass insulation (an affordable option to TYPE mineral wool) \\ m GYPSUM t� 2"X4 STUDS (MINIMUM) MINERAL WOOL INSULATION �• ��• C" t ; a EXTERIOR LOAD-BEARING WALL— �'��?} UL DESIGN NO.W408 LP" FL-SIDEDOCK' mFi 1Fll�p�K, (2-Hour Wall;fire-rated for 2 hours inside, 1 hour outside) I � t ■ EXTERIOR Commonly used in Type III load-bearing exterior walls � "��„�„ CLADDING ' " ' , t` � _. :•h close to property line i - ■ Fiberglass insulation can be used when standard brick ' is exterior facing \ „ TYPE x ■ Provides better substrate for securely fastening 2" X 4'STUDS GYPSUM exterior facing (MINIMUM) 2-SIDED EXTERIOR LOAD-BEARING WALL— LP"FLAMEBLOCK""AMEB (G� UL DESIGN NO.V337 (2-Hour Wall; fire-rated both sides) .yr MINERAL WOOL 4 INSULA I ION F���BLO[kq ■ Commonly used in Type III loading-bearing exterior walls close to property line CLADDIING ` wj = ■ Reduces labor costs and construction time* >II ■ Provides better substrate for securely fastening ' �j' 4 :�� exterior facing � g { TYPE X "Eliminates a layer of gypsum vs.UL301 and U308. { 2"X 4"STUDS GYPSUM (MINIMUM) s ` 1-SIDED MINERAL EXTERIOR LOAD-BEARING WALL— LP'FLAMEBLOCK' WOOL INSULATION INTERTEK LISTING LPB/WPPS-60-01 (1-Hour Wall;fire-rated from both sides) yll y ■ Commonly used in a 1-hour exterior walls along property ��E6totR' line, including single-family construction EXTERIOR CLADDING s ■ Reduces dead load and wall thickness versus common 1•� alternatives GTYPE YPSUM ' Eliminates a layer of gypsum, reducing construction time and labor costs m ■ Provides better substrate for securely fastening 1 exterior facing 2~ x6- ■ Allows a range of code-compliant liant exterior facings (MINIMUM)UM) - g p g FIBERGLASS INSULATION EXTERIOR LOAD-BEARING WALL— 7,,. C '` UL DESIGN NO. U348 , ` - 1-SIDED �k,+, (=,', ` I (1-Hour Wall;fire-rated from inside only) LP"FLAMEBLOCK°' r ti, '1 ■ Commonly used in Type V load-bearing exterior walls ■ Allows fiberglass insulation (less expensive than EXTERIOR `�': t'�':. ':w jz,, mineral wool) CLADDING � � ■ Reduces dead load and wall thickness versus common alternatives ' ■ Better substrate for securely fastening exterior facing TYPE X GYPSUM ■ Exposure 1 classification;withstands normal exposure to moisture during construction 2"X 4~STUDS (MINIMUM) FIBERGLASS INSULATION EXTERIOR LOAD-BEARING WALL— UL DESIGN NO.V311 -,; (FlameBlock Plus 1-Hour Wall; rated on one side) 1-SIDED LP"'NTS FIRE-CAULKED) PLUS �F(aME9�p�K, ''- ■ Intended for use in 1-hour exterior walls along property (JOINTS FIRE-CAULKED) �: }` line, including single-family construction �� ■ Allows brick, stucco, steel and fiber cement EXTERIOR �- �'�;•,y, u CLADDING I �: "Ra% exterior facings y}. ■ Reduces dead load and wall thickness versus common TYPE X alternatives GYPSUM r ■ Reduces labor costs and construction time* ■ Provides better substrate for securely fastening 2"X 6' STUDS (MINIMUM) exterior facing 'Eliminates a layer of gypsum vs.UL301 and U308. N��������N� ����� �����m� EXPECTATIONS.���� � N������� ������� �������� ���� �����.�. Gotowork with a building solution that meets fire codes while reducing | dead load and wall thickness versus common alternatives. LPO F|omoB|ocV1 � Fira-RatodShnathingofferohigherdeoignvu|uaothanFRTp|ywoodat the oamathickness and provides ubetter substrate for securely fastening exterior facing. An with all of our produoto, you'll be backed by LP, one of the biggest names in the industry serving customers nationwide since 1973. Choose LPF|ameB|ookFire-Rated Sheathing for your next project. — — CODECOMPLUANCE AND STRUCTURAL STRENGTH — Look beneath the/&n�mn' IN ����UU�u��� PANELrex/otuntPynx/tu-'-coating andyou'Ufmdthe otmn/�h " |CC�ue�ifiod (ESR4305) of Lp21000. ~ 15-m/nutethermal barrier protection (UBC 28-D | � * 3O-minuteClass Aflame spread rating(ASTK8E84, UL723) LPO p|amoo|ook^Fire-Rated * Delivers higher design values than FRT plywood atthe same thickness Sheathing features aproprietary non-combustible,fiberglass- reinforced||| andVoonotruotion ' ` m/nfnmodpynotitemtreatment. -3 Listed component in f|vo-notod exterior, interior and roof deck wall assemblies OPEN UPDESIGN FLEXIBILITY * Carries load/span and shear design values equivalent to an untreated wood structural panel inthe same panel thickness category " Provides more flexibility in design of wall openings * Provides more options in framing and bracing to meet structural requirements WEATHER THE WEATHER Certified Exposure 1 classification vs. no certification for FIRT plywood " Withstands moisture during normal construction delays 4 1 I 1 C `" i ' MEETING CODE IS ONLY THE BEGINNING Meet fire code and get greater savings. LPA' FlameBlock" Fire-Rated Sheathing is an ICC-certified component of 1-hour and 2-hour fire-rated wall assemblies and roof deck applications, and it offers many advantages over gypsum and FRT plywood. As with all of our products, you'll be backed by LP, one of the biggest names in the industry serving customers nationwide since 1973. Choose LP FlameBlock Fire-Rated Sheathing for your next project. F RESTRY LE G`PfPi�o - FlameBlock YO SFI-00003 FIRE-RATED SHEATHING ,a pl WARNING:Drilling,sawing,sanding or machining wood products can expose you to wood dust,a substance known to the State of California to cause cancer.Avoid inhaling wood dust or use a dust mask or other safeguards for personal protection.For more information,go to www.P65Warnings.ca.gov/wood @ 2019 Louisiana-Pacific Corporation All rights reserved.The UL mark Is a registered trademark of Underwriters Laboratories,Inc Sustainable Forestry Initiative and SFI are registered trademarks of Sustainable Forestry Initiative,Inc All other trademarks are owned by Louisiana-Pacific Corporation LPFB0135 03/19 7 7 C®Mcheck Software Version 4.1.1.0 Envelope Compliance Certificate Project Information Energy Code 2015 IECC Project Title Northside Beverage Location. Mattituck, New York Climate Zone 4a Project Type, New Construction Vertical Glazing/Wall Area 2% Construction Site Owner/Agent Designer/Contractor 1795 Old Main Road George MacDonald,JR Richard Searles Mattituck, NY 11952 Mattituck Property Management, Richard Searles Architect, PC LLC P.O. Box 286 14 Inlet View Path Wading River, NY 11792 East Moriches, NY 11940 631744-2852 631740-1010 rsearles@rs-architect.net georgemac1219@gmail.com Additional Efficiency Package(s) High Performance SWH Building Area Floor Area 1-Retail . Nonresidential 5191 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Roof 1 Attic Roof with Wood Joists,[Bldg Use 1 -Retail] 4611 460 00 0 022 0 027 NORTH Exterior Wall 1.Other Wood Framed Wall,[Bldg Use 1 -Retail](b) 1546 --- --- 0 047 0 064 Door 1 Insulated Metal,Swinging,[Bldg Use 1 -Retail] 27 --- --- 0 410 0 610 EAST Exterior Wall 3 Other Wood Framed Wall,[Bldg.Use 1 -Retail](b) 718 --- --- 0 047 0 064 Window 1 Wood Frame Operable,Perf.Specs Product ID NA,SHGC 11 --- --- 0 310 0 450 0 27,[Bldg Use 1 -Retail](c) SOUTH Exterior Wall 2.Other Wood Framed Wall,[Bldg Use 1 -Retail](b) 1338 --- --- 0 047 0 064 Window 2.Wood Frame Operable, Perf Specs Product ID NA,SHGC 25 --- --- 0 310 0 450 0 27,[Bldg Use 1 -Retail](c) Door 3 Insulated Metal,Swinging,[Bldg Use 1 -Retail] 27 --- --- 0 410 0 610 Door 4 Glass(>50%glazing)Metal Frame,Entrance Door,Perf 45 --- --- 0 480 0 770 Specs Product ID custom,SHGC 0.40,[Bldg Use 1 -Retail](c) Door 6 Insulated Metal,Swinging,[Bldg Use 1 -Retail] 27 --- --- 0 410 0 610 WEST Exterior Wall 4 Other Wood Framed Wall,[Bldg Use 1 -Retail](b) 547 --- --- 0 047 0 064 Door 5 Other Door, Non-Swinging,[Bldg Use 1 -Retail] 182 --- --- 0 840 0 179 Project Title- Northside Beverage Report date: 03/10/20 Data filename. E\\MATTITUCK RETAIL NEW.cck Page 1 of 20 (a) Budget U-factors are used for software baseline calculations ONLY,and are not code requirements (b)'Other'components require supporting documentation for proposed U-factors (c) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation Envelope Compliance Statement Compliance Statement- The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMche ersion 4.1.1.0 nd to comply with any applicable mandatory requirements listed in the Inspection Checklist. 2,. Name-Title Signat re Date ,��RED AqC ryS���C�/M cn CA N r 02161 yOQ' OF N E� Project Title- Northside Beverage Report date: 03/10/20 Data filename: EAWATTITUCK RETAIL NEW.Cck Page 2 of 20 COMcheck Software Version 4.1.1.0 Interior Lighting Compliance Certificate Project Information Energy Code 2015 IECC Project Tale Northside Beverage Project Type New Construction Construction Site Owner/Agent Designer/Contractor 1795 Old Main Road George MacDonald,JR Richard Searles Mattituck, NY 11952 Mattituck Property Management, Richard Searles Architect, PC LLC P.O. Box 286 14 Inlet View Path Wading River, NY 11792 East Moriches, NY 11940 631744-2852 631 740-1010 rsearles@rs-architect.net georgemac1219@gmail.com Additional Efficiency Package(s) High Performance SWH Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Retail 5191 1 26 6541 Total Allowed Watts= 6541 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Retail Linear Fluorescent 1 41-T TROFFER 34"T5 HO 39W Electronic 4 25 216 5400 Linear Fluorescent 2 1 LT STRIP.48"T8 32W Electronic 1 7 35 245 LED 1 ROUND DOWNLIGHTS LED PAR 15W 1 13 15 195 LED 2 1X4 WRAP LED Linear 22W. 1 5 30 150 LED 3. 1X2 WRAP. LED Linear 15W 1 2 17 34 Total Proposed Watts= 6024 • o m m ® - m o o 0 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMchec sion 4.1.1.0 nil to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Sig at re Date ED Ay C G�p,90 SEq Q ��d, \0 Project Title: Northside Bev " �� Report date: 03/10/20 Data filename- E:\\MATTITUCK 1d 40 Page 3 of 20 OF N E� COMcheck Software Version 4.1.1.0 Exterior Lighting Compliance Certificate Project Information Energy Code 2015 IECC Project Title Northside Beverage Project Type New Construction Exterior Lighting Zone 2 (Neighborhood business district) Construction Site Owner/Agent, Designer/Contractor 1795 Old Main Road George MacDonald,JR Richard Searles Mattituck, NY 11952 Mattituck Property Management, Richard Searles Architect, PC LLC P.O. Box 286 14 Inlet View Path Wading River, NY 11792 East Moriches, NY 11940 631744-2852 631740-1010 rsearles@rs-architect.net georgemac1219@gmail.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Illuminated area of facade wall or surface 66 ft2 01 No 7 Main entry 3 ft of door 20 Yes 60 Other door(not main entry) 9 ft of door 20 Yes 180 Parking area 15000 ft2 006 Yes 900 Total Tradable Watts(a)= 1140 Total Allowed Watts= 1147 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Illuminated area of facade wall or surface(66 ft2): Non-tradable Wattage LED 1 SIGN LIGHTING LED A Lamp 11 W 1 14 11 154 Main entry Q ft of door width) Tradable Wattage LED 2 MAIN ENTRANCE LED A Lamp 13W 1 3 15 45 Other door(not main entry) (9 ft of door width) Tradable Wattage LED 3 MAN DOOR WALL MT.LED A Lamp 11 W- 1 3 11 33 Parking area (15000 ft2)_Tradable Wattage LED 4 POLE LIGHT#1 LED Roadway-Parking Unit 42W 1 3 49 147 LED 5 POLE LIGHT#2 LED Other Fixture Unit 13W 1 1 11 11 Total Tradable Proposed Watts= 236 Project Title: Northside Beverage Report date. 03/10/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 4 of 20 i Exterior Lighting 'Design' • bette r7thap,code Exterior Lighting Compliance Statement Compliance Statement. The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COM c ersion 4.1.1 0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. �l Name-Title Sig-nature Datel RED A,90 SEgR'S'i� 02161 4 y0 F OF N E� Project Title: Northside Beverage Report date• 03/10/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 5 of 20 COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Information Energy Code- 2015 IECC Project Title Northside Beverage Location Mattituck, New York Climate Zone 4a Project Type New Construction Construction Site Owner/Agent Designer/Contractor 1795 Old Main Road George MacDonald,JR Richard Searles Mattituck, NY 11952 Mattituck Property Management, Richard Searles Architect, PC LLC P.O. Box 286 14 Inlet View Path Wading River, NY 11792 East Moriches, NY 11940 631 744-2852 631740-1010 rsearles@rs-architect.net georgemac1219@gmail.com Additional Efficiency Package(s) High Performance SWH Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Single Zone) Heating 2 each-Unit Heater,Gas,Capacity=300 kBtu/h Proposed Efficiency=80 00%Ec,Required Efficiency 80 00%Ec Fan System FAN SYSTEM 1 --Compliance(Motor nameplate HP method) Passes Fans FAN 1 Supply,Constant Volume,4000 CFM,0 5 motor nameplate hp,0 0 fan efficiency grade Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck ersion 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. L.r/ 2st Name-Title Signat re Date SPF D SFgR �j, 46 0 7 � N� �T 021614, y0 F OF N E� Project Title- Northside Beverage Report date: 03/10/20 Data filename. E.\\MATTITUCK RETAIL NEW.cck Page 6 of 20 a COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 ;Plans and/or specifications provide all ;❑Complies [PR1]1 !information with which compliance :❑Does Not ;can be determined for the building ❑Not Observable ;envelope and document where ; : I exceptions to the standard are ❑Not Applicable claimed. C103.2 ;Plans, specifications, and/or ;❑Complies [PR2]1 calculations provide all information ❑Does Not with which compliance can be determined for the mechanical '❑Not Observable ;systems and equipment and ;❑Not Applicable document where exceptions to the ;standard are claimed. Load calculations per acceptable engineering standards and 1 handbooks. C103.2 !Plans, specifications, and/or ;❑Complies [PR4]1 !calculations provide all information I❑Does Not with which compliance can be determined for the interior lighting �nNot Observable and electrical systems and equipment ;❑Not Applicable and document where exceptions to ;the standard are claimed. Information ,provided should include interior lighting power calculations, wattage of 1 bulbs and ballasts,transformers and control devices. C103.2 ;Plans, specifications, and/or ;❑Complies [PR8]1 calculations provide all information ❑Does Not with which compliance can be determined for the exterior lighting I❑Not Observable 1 and electrical systems and equipment ;❑Not Applicable and document where exceptions to ;the standard are claimed. Information provided should include exterior lighting power calculations, wattage of; bulbs and ballasts,transformers and control devices. C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies [PR10]1 �percent of the gross above-grade wall ❑Does Not ;area. ;❑Not Observable I :❑Not Applicable C402.4.1 ;The skylight area <= 3 percent of the ;❑Complies [PR11]1 gross roof area. PDoes Not ❑Not Observable ❑Not Applicable 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title Northside Beverage Report date: 03/10/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 7 of 20 F � Section # Plan Review Complies? Comments/Assumptions & Req.ID C402.4.2 ;In enclosed spaces > 2,500 ft2 ;❑Complies [PR14]1 directly under a roof with ceiling :❑Does Not heights >15 ft. and used as an office, lobby, atrium, concourse, corridor, I❑Not Observable; storage, gymnasium/exercise center, ;❑Not Applicable :convention center, automotive ;service, manufacturing, non- :refrigerated warehouse, retail store, 1 distribution/sorting area, ; (transportation, or workshop,the ;following requirements apply: (a) the !daylight zone under skylights is >_ half the floor area; (b)the skylight area to daylight zone is >= 3 percent ;with a skylight VT>= 0.40; or a ; minimum skylight effective aperture ; >= 1 percent. C406 ;Plans, specifications, and/or ;❑Complies [PR9]1 calculations provide all information E❑Does Not with which compliance can be j determined for the additional energy ❑Not Observable !efficiency package options. ;❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Northside Beverage Report date- 03/10/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 8 of 20 A � Section # Footing /Foundation Inspection Complies? Comments/Assumptions & Req.ID C303.2.1 ;Exterior insulation protected against ;❑Complies [FO6]1 :damage, sunlight, moisture, wind, :F-]Does Not :landscaping and equipment maintenance activities. ❑Not Observable ❑Not Applicable C403.2.4. I Snow/ice melting system sensors for ;❑Complies 5, ifuture connection to controls. Freeze ❑Does Not C403.2.4. protection systems have automatic 6 ;controls installed. :❑Not Observable [FO9]3 E❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Northside Beverage Report date: 03/10/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 9 of 20 M � Section # Framing /Rough-In Inspection Complies? Comments/Assumptions & Req.ID C303.1.3 Fenestration products rated in ;❑Complies [FR12]2 ;accordance with NFRC. :❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 ;Fenestration products are certified as ;❑Complies ; [FR13]1 to performance labels or certificates :❑Does Not provided. ❑Not Observable; ❑Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values [FR10]1 '❑Does Not ;F-]Not Observable ❑Not Applicable j C402.4.3, ,Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values C402.4.3. ;❑Does Not [FR8]1 ; ;❑Not Observable ❑Not Applicable C402.4.4 U-factor of opaque doors associated I❑Complies ;See the Envelope Assemblies table for values. [FR14]2 ;with the building thermal envelope ❑Does Not meets requirements. ;❑Not Observable ❑Not Applicable C402.5.1. ;The building envelope contains a '❑Complies 2.1 :continuous air barrier that is sealed in i❑Does Not [FR19]1 ;an approved manner and material ;permeability<= 0.004 dfm/ft2. Air ❑Not Observable barrier penetrations are sealed in an ;❑Not Applicable approved manner. C402.5.2, i Factory-built fenestration and doors ;❑Complies C402.5.4 !are labeled as meeting air leakage UDoes Not [FR18]3 requirements. :,F-]Not Observable j UNot Applicable C402.5.7 (Vestibules are installed on all building ;❑Complies [FR17]3 entrances. Doors have self-closing EDoes Not devices. :❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title Northside Beverage Report date: 03/10/20 Data filename: E•\\MATTITUCK RETAIL NEW.cck Page 10 of 20 Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.5, ;,Heated water supply piping conforms ;❑Complies C404.5.1, oto pipe length and volume :❑Does Not C404.5.2 :requirements. Refer to section details. ;❑Not Observable , [PL6]3 :❑Not Applicable C404.6.3 ;Pumps that circulate water between a ;❑Complies [PL7]3 heater and storage tank have controls !❑Does Not :that limit operation from startup to ;<= 5 minutes after end of heating ❑Not Observable ;cycle. ;❑Not Applicable C404.7 ;Water distribution system that pumps ❑Complies [PL8]3 water from a heated-water supply ❑Does Not j back to the heated-water source pipe ❑Not Observable' ,through scold-water supply pipe is a ' !demand recirculation water system. ;❑Not Applicable ;Pumps within this system have !controls that start the pump upon receiving a signal from the action of a ; !user of a fixture or appliance and ; ;limits the temperature of the water : entering the cold-water piping to ;104°F. Additional Comments/Assumptions: l 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Northside Beverage Report date- 03/10/20 Data filename- E•\\MATTITUCK RETAIL NEW.cck Page 11 of 20 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.2.6 ;Thermally ineffective panel surfaces of;❑Complies [ME41]3 sensible heating panels have UDoes Not insulation >= R-3.5 I ; ❑Not Observable; ❑Not Applicable C402.5.5, :Stair and elevator shaft vents have ;❑Complies C403.2.4. !motorized dampers that automatically U❑Does Not 3 Iclose. [ME3]3 �❑Not Observable; ❑Not Applicable C402.5.5, ;Outdoor air and exhaust systems have;❑Complies C403.2.4. motorized dampers that automatically :❑Does Not 3 !shut when not in use and meet [ME58]3 ;maximum leakage rates. Check ❑Not Observable; gravity dampers where allowed. ;❑Not Applicable s C403.2.13 I Unenclosed spaces that are heated ;❑Complies [ME71]2 i use only radiant heat. ❑Does Not ❑Not Observable; ❑Not Applicable C403.2.3 !HVAC equipment efficiency verified. ;❑Complies ;See the Mechanical Systems list for values [ME55]2 ;❑Does Not ; Not Observable 1❑Not Applicable C403.2.6. ;Demand control ventilation provided ;❑Complies 1 !for spaces >500 ft2 and >25 ;❑Does Not [ME59]1 people/1000 ft2 occupant density and served by systems with air side ❑Not Observable, ,economizer, auto modulating outside :F-]Not Applicable !air damper control, or design airflow ! ! >3,000 cfm. C403.2.6. ;Enclosed parking garage ventilation ;❑Complies 2 :has automatic contaminant detection i❑Does Not [ME115]3 ;and capacity to stage or modulate ;fans to 50%or less of design capacity. ;❑Not Observable, ! :❑Not Applicable C403.2.7 ;,Exhaust air energy recovery on ;❑Complies [ME57]1 systems meeting Table C403.2.7(1) :❑Does Not ! and C403.2.7(2). ;❑Not Observable I UNot Applicable C403.2.8 ;Kitchen exhaust systems comply with ;❑Complies ; [ME116]3 replacement air and conditioned UDoes Not ! !supply air limitations, and satisfy hood! ! ;rating requirements and maximum ❑Not Observable exhaust rate criteria. UNot Applicable C403.2 9 HVAC ducts and plenums insulated. ;❑Complies ; [ME60,]z Where ducts or plenums are installed I❑Does Not in or under a slab, verification may ❑Not Observable need to occur during Foundation 3Inspection. ;❑Not Applicable C403.2.9 Ducts and plenums sealed based on ;❑Complies [ME10]z !static pressure and location. :❑Does Not ❑Not Observable ❑Not Applicable C403.2.9. I Ductwork operating >3 in.water ;❑Complies ; 1.3 column requires air leakage testing. :❑Does Not [ME 11]3 1 ! ;❑Not Observable! ! ;❑Not Applicable ! 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Northside Beverage Report date- 03/10/20 Data filename- E:\\MATTITUCK RETAIL NEW.cck Page 12 of 20 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C403.4.4. ;Multiple zone VAV systems with DDC ;❑Complies ;See the Mechanical Systems list for values. 6 :of individual zone boxes have static :❑Does Not [ME110]3 I pressure setpoint reset controls. ❑Not Observable; ❑Not Applicable C408.2.2. ;Air outlets and zone terminal devices ;❑Complies ; 1 ,have means for air balancing. ;❑Does Not [ME53]3 ;❑Not Observable; :❑Not Applicable C403.5, ;Refrigerated display cases, walk-in ;❑Complies ; C403.5.1, coolers or walk-in freezers served by ❑Does Not C403.5.2 :remote compressors and remote [ME123]3 ;condensers not located in a I❑Not Observable; condensing unit, have fan-powered ;❑Not Applicable condensers that comply with Sections ;C403.5.1 and refrigeration compressor; ;systems that comply with C403.5.2.. Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title- Northside Beverage Report date: 03/10/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 13 of 20 J Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.1 ;Lighting controls installed to uniformly;❑Complies [EL15]1 reduce the lighting load by at least E❑Does Not 0 50/o. ;❑Not Observable ❑Not Applicable C405.2.1 ;Occupancy sensors installed in ;❑Complies [EL18]1 required spaces. :❑Does Not I ;❑Not Observable: ❑Not Applicable C405.2.1, ,Independent lighting controls installed ;❑Complies C405.2.2. !per approved lighting plans and all ❑Does Not 3 ]manual controls readily accessible and [EL23]2 visible to occupants. ;❑Not Observable; ❑Not Applicable C405.2.2. ;Automatic controls to shut off all ;❑Complies ; 1 building lighting installed in all ❑Does Not [EL22]2 3 buildings. ❑Not Observable ❑Not Applicable C405.2.3 ;Daylight zones provided with ;❑Complies [EL16]2 individual controls that control the UDoes Not lights independent of general area ❑ lighting. ; Not Observable { ::F-]Not Applicable C405.2.3, ;Primary sidelighted areas are ;❑Complies ; C405.2.3. !equipped with required lighting PDoes Not 1, controls. C405.2.3. ; ;❑Not Observable; 2 :❑Not Applicable [EL20]1 , C405.2.3, ;Enclosed spaces with daylight area ;❑Complies C405.2.3. ;under skylights and rooftop monitors E❑Does Not 1, 1 are equipped with required lighting C405.2.3. ;controls. ❑Not Observable 3 ;F-]Not Applicable [EL21]1 C405.2.4 ;Separate lighting control devices for ;❑Complies [EL4]1 ;specific uses installed per approved T❑Does Not lighting plans. ❑Not Observable; ❑Not Applicable C405.2.4 ;Additional interior lighting power ;❑Complies ; [EL8]1 :allowed for special functions per the �❑Does Not .approved lighting plans and is ❑Not Observable automatically controlled and I ; ,separated from general lighting. ;❑Not Applicable C405.2.5 ;Automatic lighting controls for exterior;❑Complies [EL25]no° lighting installed. Controls will be :❑Does Not 'daylight controlled, set based on L business operation time-of-day, or I❑Not Observable reduce connected lighting > 30%. ;❑Not Applicable C405.3 ;Exit signs do not exceed 5 watts per ;❑Complies [EL6]1 face. :❑Does Not ❑Not Observable I :❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title- Northside Beverage Report date: 03/10/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 14 of 20 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: Northside Beverage Report date: 03/10/20 Data filename: EAWATTITUCK RETAIL NEW.cck Page 15 of 20 Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID C303.1 ;Roof insulation installed per ;❑Complies [IN3]1 :manufacturer's instructions. Blown or ;❑Does Not poured loose-fill insulation is installed only where the roof slope is <=3 in ❑Not Observable ;12. ;❑Not Applicable C303.1 !Building envelope insulation is labeled ;❑Complies [IN10]2 !with R-value or insulation certificate E❑Does Not providing R-value and other relevant data. ;❑Not Observable: ❑Not Applicable C303.2 ;Above-grade wall insulation installed ',❑Complies ; [IN7]1 :per manufacturer's instructions. :❑Does Not ;❑Not Observable;, ❑Not Applicable C303.2.1 ;Exterior insulation is protected from ;❑Complies ; [IN14]2 damage with a protective material. ❑Does Not Verification for exposed foundation {insulation may need to occur during ❑Not Observable {Foundation Inspection. ;❑Not Applicable C402.1.3 Non-swinging opaque doors have R- ;❑Complies [IN19]3 4.75 insulation. :❑Does Not ;❑Not Observable ❑Not Applicable C402.2.1 );Insulation intended to meet the roof ;❑Complies [IN17]3 :insulation requirements cannot be ❑Does Not installed on top of a suspended ceiling. Mark this requirement ❑Not Observable ;compliant if insulation is installed ;❑Not Applicable accordingly. C402.2.3 ;Above-grade wall insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 EDoes Not ❑Not Observable; { UNot Applicable C402.2.6 ;Radiant panels and associated ;❑Complies ; [IN18]3 !components, designed for heat !❑Does Not transfer from the panel surfaces to the occupants or indoor space are the;, Observable insulated with a minimum of R-3.5. ;❑Not Applicable C402.2.2 :Roof R-value. For some ceiling ;❑Complies ;See the Envelope Assemblies table for values. [IN2]1 systems, verification may need to �❑Does Not occur during Framing Inspection. ;❑Not Observable; ❑Not Applicable C402.5.1. ;All sources of air leakage in the ;❑Complies ; 1 building thermal envelope are sealed, :❑Does Not [IN1]1 caulked, gasketed, weather stripped ,or wrapped with moisture vapor- ❑Not Observable !permeable wrapping material to ;❑Not Applicable minimize air leakage. ! Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: Northside Beverage Report date- 03/10/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 16 of 20 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, ;Furnished O&M instructions for ;❑Complies C408.2.5. systems and equipment to the :❑Does Not 2 ;building owner or designated [F[17]3 ;representative. ;❑Not Observable; ❑Not Applicable C303.3, !Furnished O&M manuals for HVAC ;❑Complies ; C408.2.5, systems within 90 days of system CDoes Not 3 acceptance. [FI8]3 �❑Not Observable ❑Not Applicable C402.5.3 ;Where open combustion air ducts ;❑Complies [FI51]3 provide combustion air to open ;❑Does Not ;combustion fuel burning appliances, ;the appliances and combustion air ❑Not Observable opening are located outside the ;❑Not Applicable !building thermal envelope or enclosed ; ;in a room, isolated from inside the ; ;thermal envelope.Such rooms are ;sealed and insulated. C402.5.6 ;Weatherseals installed on all loading ;❑Complies ; [FI37]1 :dock cargo doors. ;❑Does Not i ;❑Not Observable: ;❑Not Applicable C402.5.8 ;Recessed luminaires in thermal I❑Complies [F126]3 ;envelope to limit infiltration and be IC ;❑Does Not rated and labeled.Seal between interior finish and luminaire housing. ❑Not Observable ❑Not Applicable C403.2.2 ;HVAC systems and equipment ;❑Complies ; [FI27]3 capacity does not exceed calculated :❑Does Not loads. ;❑Not Observable ❑Not Applicable C403.2.4. ;,Heating and cooling to each zone is ;❑Complies ; 1 :controlled by a thermostat control. :❑Does Not [FI47]3 Minimum one humidity control device per installed ;❑Not Observable humidification/dehumidification ;❑Not Applicable ; system. C403.2.4. ;Thermostatic controls have a 5 °F ;❑Complies 1.2 ideadband. PDoes Not [FI38]3 '❑Not Observable; ❑Not Applicable C403.2.4. ;Temperature controls have setpoint ;❑Complies ; 1.3 ;overlap restrictions. ;❑Does Not ; [F120]3 ;❑Not Observable: ❑Not Applicable C403.2.4. ;Each zone equipped with setback ;❑Complies 2 ;controls using automatic time clock or EDoes Not [FI39]3 ;programmable control system. ❑Not Observable; ❑Not Applicable C403.2.4. 'Automatic Controls. Setback to 55°F ;❑Complies ; 2.1, C(heat) and 85°F (cool), 7-day clock, 2- ;❑Does Not C403.2.4. +hour occupant override, 10-hour ; 2.2 ;backup :❑Not Observable [F140]3 { ❑Not Applicable 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Northside Beverage Report date- 03/10/20 Data filename: E:\\MATTITUCK RETAIL NEW cck Page 17 of 20 Section # & RFinal Inspection Complies? Comments/Assumptions eq.ID C403.2.4. ;Systems include optimum start ;❑Complies 2.3 controls. ❑Does Not [FI41]3 ❑Not Observable ❑Not Applicable C405.4.1 ;Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values [FI18]1 I lighting power is consistent with what :❑Does Not !is shown on the approved lighting ;plans, demonstrating proposed watts :❑Not Observable 1 are less than or equal to allowed ;❑Not Applicable watts. C405.5.1 ;,Exterior lighting power is consistent ;❑Complies ;See the Exterior Lighting fixture schedule for values [F[19]1 with what is shown on the approved QDoes Not lighting plans, demonstrating ,proposed watts are less than or equal ❑Not Observable ,to allowed watts. ;❑Not Applicable C406.5 ;On-site renewable efficiency package. ;❑Complies [F]49]1 One of the following levels of PDoes Not renewable energy must be satisfied- provide >= 1.75 Btu/h, or>= 0.50 ❑Not Observable watts per square foot of conditioned ;❑Not Applicable floor area or provide >= 3 percent of ;the energy used within the building for; ;mechanical and service water heating equipment and lighting. C408.2.1 ;Commissioning plan developed by ❑Complies ; [FI28]1 registered design professional or ❑Does Not approved agency. ;❑Not Observable; ❑Not Applicable C408.2.3. ;HVAC equipment has been tested to ;❑Complies 1 ensure proper operation. ;❑Does Not [FI31]1 ;❑Not Observable: ❑Not Applicable C408.2.3. ;HVAC control systems have been ;❑Complies 2 tested to ensure proper operation, ;❑Does Not [FI10]1 calibration and adjustment of controls. ;❑Not Observable ❑Not Applicable C408.2.4 ;Preliminary commissioning report ;❑Complies ; [FI29]1 'completed and certified by registered UDoes Not design professional or approved agency. Observable ❑Not Applicable C408.2.5. :Furnished HVAC as-built drawings ;❑Complies 1 submitted within 90 days of system :❑Does Not [FI7]3 acceptance. j❑Not Observable; []Not Applicable C408.2.5. ;Furnished as-built drawings for ;❑Complies 1 electric power systems within 90 days :❑Does Not [F]16]3 i of system acceptance. ❑Not Observable ❑Not Applicable C408.2.5. ;An air and/or hydronic system ;❑Complies 1 3 balancing report is provided for HVAC :❑Does Not [FI43]1 systems. ❑Not Observable ❑Not Applicable C408.2.5. :Final commissioning report due to ;❑Complies ; 4 building owner within 90 days of UDoes Not [F130]1 receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable 11 High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title- Northside Beverage Report date- 03/10/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 18 of 20 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C408.3 Lighting systems have been tested to ;❑Complies [F[33]1 ensure proper calibration, adjustment, :❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Northside Beverage Report date- 03/10/20 Data filename, E:\\MATTITUCK RETAIL NEW.cck Page 19 of 20 COMcheck Software Version 4.1.1.0 Envelope Compliance Certificate Project Information Energy Code 2015 IECC Project Title Northside Beverage Location Mattituck, New York Climate Zone. 4a Project Type. New Construction Vertical Glazing/Wall Area. 2% Construction Site Owner/Agent Designer/Contractor 1795 Old Main Road George MacDonald,JR Richard Searles Mattituck, NY 11952 Mattituck Property Management, Richard Searles Architect, PC LLC P.O. Box 286 14 Inlet View Path Wading River, NY 11792 East Moriches, NY 11940 631744-2852 631740-1010 rsearles@rs-architect.net georgemac1219@gmail.com Additional Efficiency Package(s) High Performance SWH Building Area Floor Area 1-Retail . Nonresidential 5191 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Roof 1 Attic Roof with Wood Joists,[Bldg Use 1 -Retail] 4611 460 00 0 022 0 027 NORTH Exterior Wall 1 Other Wood Framed Wall,[Bldg Use 1 -Retail](b) 1546 --- --- 0 047 0 064 Door 1 Insulated Metal,Swinging,[Bldg Use 1 -Retail] 27 --- --- 0 410 0 610 EAST Exterior Wall 3 Other Wood Framed Wall,[Bldg Use 1 -Retail](b) 718 --- --- 0 047 0 064 Window 1 Wood Frame Operable, Perf Specs Product ID NA,SHGC 11 --- --- 0 310 0 450 0.27,[Bldg Use 1 -Retail](c) SOUTH Exterior Wall 2 Other Wood Framed Wall,[Bldg Use 1 -Retail](b) 1338 --- --- 0 047 0 064 Window 2 Wood Frame Operable,Perf Specs Product ID NA,SHGC 25 --- --- 0 310 0 450 0 27,[Bldg Use 1 -Retail](c) Door 3 Insulated Metal,Swinging,[Bldg Use 1 -Retail] 27 --- --- 0 410 0 610 Door 4 Glass(>50%glazing)Metal Frame, Entrance Door,Perf 45 --- --- 0 480 0.770 Specs Product ID custom,SHGC 0 40,[Bldg Use 1 -Retail](c) Door 6 Insulated Metal,Swinging,[Bldg Use 1 -Retail] 27 --- --- 0.410 0 610 WEST Exterior Wall 4 Other Wood Framed Wall,[Bldg Use 1 -Retail](b) 547 --- --- 0 047 0 064 Door 5 Other Door, Non-Swinging,[Bldg Use 1 -Retail] 182 --- --- 0.840 0.179 Project Title Northside Beverage Report date. 03/11/20 Data filename: E•\\MATTITUCK RETAIL NEW.cck Page 1 of 20 (a) Budget U-factors are used for software baseline calculations ONLY,and are not code requirements (b) 'Other'components require supporting documentation for proposed U-factors (c) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation ® o - Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements in COM4.1.1.0 nd to comply with any applicable mandatory requirements listed in the Inspection Checklist. ch ersion 3 Lid oe2--) Name-Title Signa ure Date ,��FtED ARC C?�� G�p,RD Sp 0 0 161 - Oo OF N E� Project Title: Northside Beverage Report date: 03/11/20 Data filename: EAWATTITUCK RETAIL NEW.cck Page 2 of 20 of � COMcheck Software Version 4.1.1.0 Interior Lighting Compliance Certificate Project Information Energy Code. 2015 IECC Project Tale Northside Beverage Project Type New Construction Construction Site Owner/Agent Designer/Contractor 1795 Old Main Road George MacDonald,JR Richard Searles Mattituck, NY 11952 Mattituck Property Management, Richard Searles Architect, PC LLC P.O. Box 286 14 Inlet View Path Wading River, NY 11792 East Moriches, NY 11940 631744-2852 631740-1010 rsearles@rs-architect.net georgemac1219@gmail.com Additional Efficiency Package(s) High Performance SWH Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Wafts (ft2) Watts/ft2 (B X C) 1-Retail 5191 126 6541 Total Allowed Watts= 6541 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Retail Linear Fluorescent 1 41-T TROFFER.34"T5 HO 39W Electronic 4 25 216 5400 Linear Fluorescent 2 1 LT STRIP 48"T8 32W Electronic 1 7 35 245 LED 1 ROUND DOWNLIGHTS LED PAR 15W. 1 13 15 195 LED 2 1X4 WRAP LED Linear 22W 1 5 30 150 LED 3 1X2 WRAP LED Linear 15W 1 2 17 34 Total Proposed Watts= 6024 ® ® B ® 0 0 ® B Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMch ersion 4.1.1.0 nd to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date D Agcy �0 / k Project Title: Northside Beverage t date: 03/11/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck 161 y0� Page 3 of 20 F �F N�� COMcheck Software Version 4.1.1.0 Exterior Lighting Compliance Certificate Project Information Energy Code 2015 IECC Project Title Northside Beverage Project Type New Construction Exterior Lighting Zone 2 (Neighborhood business district) Construction Site Owner/Agent Designer/Contractor 1795 Old Main Road George MacDonald,JR Richard Searles Mattituck, NY 11952 Mattituck Property Management, Richard Searles Architect, PC LLC P.O. Box 286 14 Inlet View Path Wading River, NY 11792 East Moriches, NY 11940 631744-2852 631 740-1010 rsearles@rs-architect.net georgemac1219@gmail.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Illuminated area of facade wall or surface 66 ft2 01 No 7 Main entry 3 ft of door 20 Yes 60 Other door(not main entry) 9 ft of door 20 Yes 180 Parking area 15000 ft2 006 Yes 900 Total Tradable Watts(a)= 1140 Total Allowed Watts= 1147 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Illuminated area of facade wall or surface(66 ft2)- Non-tradable Wattage LED 1 SIGN LIGHTING LED A Lamp 11 W 1 14 11 154 Main entry Q ft of door width)•Tradable Wattage LED 2 MAIN ENTRANCE LED A Lamp 13W 1 3 15 45 Other door(not main entry) (9 ft of door width) Tradable Wattage LED 3 MAN DOOR WALL MT LED A Lamp 11 W 1 3 11 33 Parking area (15000 ft2)-Tradable Wattage LED 4 POLE LIGHT#1 LED Roadway-Parking Unit 42W 1 3 49 147 LED 5 POLE LIGHT#2 LED Other Fixture Unit 13W 1 1 11 11 Total Tradable Proposed Watts= 236 Project Title: Northside Beverage Report date- 03/11/20 Data filename- E•\\MATTITUCK RETAIL NEW.cck Page 4 of 20 AZ 1 Exterior Lighting Compliance Statement Compliance Statement- The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMche rsion 4.1.1.0 nd to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title signature Date Q 0 0 1614 - po OF N E\N Project Title- Northside Beverage Report date: 03/11/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 5 of 20 � t COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Information Energy Code. 2015 IECC Project Title Northside Beverage Location Mattituck, New York Climate Zone 4a Project Type: New Construction Construction Site. Owner/Agent Designer/Contractor 1795 Old Main Road George MacDonald,JR Richard Searles Mattituck, NY 11952 Mattituck Property Management, Richard Searles Architect, PC LLC P.O. Box 286 14 Inlet View Path Wading River, NY 11792 East Moriches, NY 11940 631744-2852 631 740-1010 rsearles@rs-architect.net georgemac1219@gmail.com Additional Efficiency Package(s) High Performance SWH Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Single Zone) Heating 2 each-Unit Heater,Gas,Capacity=300 kBtu/h Proposed Efficiency=80 00%Ec,Required Efficiency 80.00%Ec Fan System FAN SYSTEM 1 --Compliance(Motor nameplate HP method) Passes Fans FAN 1 Supply,Constant Volume,4000 CFM,0 5 motor nameplate hp,0 0 fan efficiency grade Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMchncrsion4.1.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date PFtD Cr 44) -7 02161 y0 F OF N Project Title: Northside Beverage Report date: 03/11/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 6 of 20 r Q COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 ;Plans and/or specifications provide all ;❑Complies [PR1]1 information with which compliance :❑Does Not !can be determined for the building ❑Not Observable; envelope and document where ;exceptions to the standard are ❑Not Applicable claimed. C103.2 ;Plans, specifications, and/or ;❑Complies [PR2]1 calculations provide all information :❑Does Not :with which compliance can be ;determined for the mechanical :❑Not Observable systems and equipment and j❑Not Applicable document where exceptions to the ;standard are claimed. Load ;calculations per acceptable ; ;engineering standards and handbooks. C103.2 ;Plans, specifications, and/or ;❑Complies [PR4]1 calculations provide all information ❑Does Not with which compliance can be determined for the interior lighting �❑Not Observable ;and electrical systems and equipment ;❑Not Applicable and document where exceptions to ;the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts,transformers and control devices. ; C103.2 ;Plans, specifications, and/or ;❑Complies [PR8]1 calculations provide all information :❑Does Not with which compliance can be determined for the exterior lighting ❑Not Observable ;and electrical systems and equipment ;❑Not Applicable and document where exceptions to ;the standard are claimed. Information provided should include exterior ; lighting power calculations,wattage of; bulbs and ballasts,transformers and ;control devices. ; C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies [PR10]1 �percent of the gross above-grade wall :❑Does Not area. :,F-]Not Observable ❑Not Applicable C402.4.1 ;The skylight area <= 3 percent of the ;❑Complies ; [PR11]1 gross roof area. PDoes Not I ;❑Not Observable; ❑Not Applicable 11 High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: Northside Beverage Report date 03/11/20 Data filename- E:\\MATTITUCK RETAIL NEW.cck Page 7 of 20 Section # Plan Review Complies? Comments/Assumptions, & Req.ID C402.4.2 ;In enclosed spaces > 2,500 ft2 ;❑Complies ; [PR14]1 directly under a roof with ceiling :❑Does Not heights >15 ft. and used as an office, :lobby, atrium, concourse, corridor, ❑Not Observable :storage, gymnasium/exercise center, ;❑Not Applicable convention center, automotive :service, manufacturing, non- ;refrigerated warehouse, retail store, ;distribution/sorting area, transportation, or workshop,the ;following requirements apply- (a)the ; daylight zone under skylights is >_ half the floor area, (b) the skylight area to daylight zone is >= 3 percent with a skylight VT>= 0.40; or a minimum skylight effective aperture >= 1 percent. C406 ;Plans, specifications, and/or ;❑Complies ; [PR9]1 calculations provide all information :❑Does Not with which compliance can be I ;determined for the additional energy ❑Not Observable :efficiency package options. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Northside Beverage Report date: 03/11/20 Data filename- E•\\MATTITUCK RETAIL NEW.cck Page 8 of 20 Section # Footing /Foundation Inspection Complies? Comments/Assumptions & Req.iD C303.2.1 ;Exterior insulation protected against ;❑Complies [FO611 damage, sunlight, moisture, wind, U❑Does Not landscaping and equipment maintenance activities. ;❑Not Observable ❑Not Applicable C403 2.4. ;Snow/ice melting system sensors for ;❑Complies 5, future connection to controls. Freeze ❑Does Not C403.2.4, protection systems have automatic 6 ;controls installed. ;❑Not Observable; [FO9]3 UNot Applicable ; Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Northside Beverage Report date: 03/11/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 9 of 20 L s Section # Framing /Rough-In Inspection Complies? Comments/Assumptions & Req.ID C303.1.3 ;Fenestration products rated in ;❑Complies [FR12]2 accordance with NFRC. E❑Does Not i :❑Not Observable :❑Not Applicable C303.1.3 :Fenestration products are certified as ;❑Complies ; [FR13]1 :to performance labels or certificates :❑Does Not provided. ;❑Not Observable; ❑Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values [FR10]1 ❑Does Not I ❑Not Observable ❑Not Applicable C402.4.3, ;Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values. C402.4.3. ❑Does Not 4 [FR8]1 ;❑Not Observable ❑Not Applicable C402.4.4 ;U-factor of opaque doors associated ;❑Complies ;See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope UDoes Not meets requirements. ;❑Not Observable ❑Not Applicable C402.5.1. :The building envelope contains a ;❑Complies ; 2.1 :continuous air barrier that is sealed in :❑Does Not [FR19]1 :an approved manner and material ❑Not Observable ;permeability<= 0.004 dfm/ft2. Air ; ; :barrier penetrations are sealed in an ;❑Not Applicable approved manner. C402.5.2, ;Factory-built fenestration and doors ;❑Complies C402.5.4 !are labeled as meeting air leakage E❑Does Not [FR18]3 'requirements. ;❑Not Observable; ❑Not Applicable C402.5.7 ;Vestibules are installed on all building ;❑Complies [FR17]3 entrances. Doors have self-closing �❑Does Not devices. ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Northside Beverage Report date: 03/11/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 10 of 20 4 1 Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.5, Heated water supply piping conforms ;❑Complies C404.5.1, !to pipe length and volume E❑Does Not C404.5.2 requirements. Refer to section details. [PL6]3 �❑Not Observable ❑Not Applicable C404.6.3 Pumps that circulate water between a ;❑Complies [PL7]3 I heater and storage tank have controls :❑Does Not that limit operation from startup to ; <= 5 minutes after end of heating ❑Not Observable cycle. ;❑Not Applicable C404.7 ;Water distribution system that pumps ;❑Complies [PL8]3 water from a heated-water supply E❑Does Not pipe back to the heated-water source ;through a cold-water supply pipe is a ❑Not Observable demand recirculation water system. ;❑Not Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and I limits the temperature of the water entering the cold-water piping to :104°F. Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title- Northside Beverage Report date: 03/11/20 Data filename: E- MATTITUCK RETAIL NEW.cck Page 11 of 20 � a Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.2.6 ;Thermally ineffective panel surfaces of;❑Complies [ME41]3 sensible heating panels have ODoes Not insulation >= R-3.5. bNot Observable ❑Not Applicable C402.5.5, ;Stair and elevator shaft vents have ;❑Complies C403.2.4. motorized dampers that automatically ODoes Not 3 close. [ME3]3 ; :❑Not Observable ❑Not Applicable C402.5.5, ;Outdoor air and exhaust systems have;❑Complies C403.2.4. motorized dampers that automatically :❑Does Not 3 :shut when not in use and meet [ME58]3 ;maximum leakage rates. Check �❑Not Observable: :gravity dampers where allowed. ;❑Not Applicable C403.2.13 i Unenclosed spaces that are heated ;❑Complies [ME75 use only radiant heat. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.3 ;HVAC equipment efficiency verified. ` ;❑Complies ;See the Mechanical Systems list for values [ME55]2 ;❑Does Not ❑Not Observable ❑Not Applicable C403.2.6. ;Demand control ventilation provided ;❑Complies 1 :for spaces >500 ft2 and >25 '❑Does Not [ME59]1 people/1000 ft2 occupant density and ;served by systems with air side ❑Not Observable: ,economizer, auto modulating outside ;❑Not Applicable air damper control, or design airflow >3,000 cfm. C403.2.6. !Enclosed parking garage ventilation I❑Complies 2 :has automatic contaminant detection ❑Does Not [ME115]3 ;and capacity to stage or modulate ;fans to 50% or less of design capacity. ;❑Not Observable ❑Not Applicable C403.2.7 ;Exhaust air energy recovery on ;❑Complies [ME57]1 systems meeting Table C403.2.7(1) ;❑Does Not and C403.2.7(2). :❑Not Observable ❑Not Applicable C403.2.8 ;Kitchen exhaust systems comply with ;❑Complies [ME116]3 replacement air and conditioned UDoes Not supply air limitations, and satisfy hood rating requirements and maximum ;❑Not Observable ;exhaust rate criteria. ;❑Not Applicable C403.2.9 I HVAC ducts and plenums insulated. ;❑Complies [ME60]2 iWhere ducts or plenums are installed :❑Does Not in or under a slab, verification may need to occur during Foundation ;❑Not Observable; Inspection. ;❑Not Applicable C403.2.9 Ducts and plenums sealed based on ;❑Complies ; [ME10]2 static pressure and location. E❑Does Not ❑Not Observable; ❑Not Applicable C403.2.9. ;Ductwork operating >3 in. water ;❑Complies 1.3 :column requires air leakage testing. :❑Does Not [ME11]3 ;❑Not Observable; ❑Not Applicable 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Northside Beverage Report date- 03/11/20 Data filename. E:\\MATTITUCK RETAIL NEW.cck Page 12 of 20 R � Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C403.4.4. !Multiple zone VAV systems with DDC ;❑Complies ;See the Mechanical Systems list for values 6 sof individual zone boxes have static ❑Does Not [ME110]3 (pressure setpoint reset controls. '❑Not Observable ❑Not Applicable a C408.2.2. ;Air outlets and zone terminal devices ;❑Complies 1 have means for air balancing. ;❑Does Not [ME53]3 ❑Not Observable; ❑Not Applicable C403.5, ;Refrigerated display cases, walk-in ;❑Complies C403.5.1, :coolers or walk-in freezers served by :❑Does Not C403.5.2 �remote compressors and remote [ME123]3 ;condensers not located in a I❑Not Observable !condensing unit, have fan-powered ;❑Not Applicable condensers that comply with Sections ;C403.5.1 and refrigeration compressor; ;systems that comply with C403.5.2.. ; Additional Comments/Assumptions: 11 High Impact (Tier 1) 12,1 Medium Impact(Tier 2) 13 Low Impact (Tier 3) Project Title: Northside Beverage Report date: 03/11/20 Data filename- E•\\MATTITUCK RETAIL NEW.cck Page 13 of 20 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.1 ;Lighting controls installed to uniformly;❑Complies [EL15]1 reduce the lighting load by at least :❑Does Not :50%. ;❑Not Observable ❑Not Applicable C405.2.1 ;Occupancy sensors installed in ;❑Complies [EL18]1 required spaces. ;❑Does Not ❑Not Observable ❑Not Applicable C405 2.1, Independent lighting controls installed ;❑Complies C40-5.2.2. per approved lighting plans and all ❑Does Not 3 Imanual controls readily accessible and' [EL23]2 )visible to occupants. ;❑Not Observable ❑Not Applicable t C405.2.2. !Automatic controls to shut off all ;❑Complies [EL22]2 j building lighting installed in all :❑Does Not ❑Not Observable :❑Not Applicable C405.2.3 ;Daylight zones provided with ;❑Complies [EL16]2 i individual controls that control the :❑Does Not lights independent of general area lighting. ;❑Not Observable ❑Not Applicable C405.2.3, ;Primary sidelighted areas are ;❑Complies C405.2.3. ;equipped with required lighting :❑Does Not 1, controls. C405.2.3. ; :❑Not Observable 2 ;❑Not Applicable [EL20]1 i C405.2.3, ,Enclosed spaces with daylight area ;❑Complies C405.2.3. :under skylights and rooftop monitors :F-]Does Not 1, dare equipped with required lighting C405.2.3. ;controls. ,❑Not Observable, 3 :❑Not Applicable [EL21]1 C405.2.4 ;Separate lighting control devices for ;❑Complies [EL4]1 specific uses installed per approved :F-]Does Not lighting plans. ❑Not Observable ❑Not Applicable C405.2.4 ;Additional interior lighting power ;❑Complies [EL8]1 allowed for special functions per the :❑Does Not approved lighting plans and is automatically controlled and ;❑Not Observable ,separated from general lighting. ;❑Not Applicable C405.2.5 ;Automatic lighting controls for exterior;❑Complies [EL25]no0 lighting installed. Controls will be :❑Does Not daylight controlled, set based on ;business operation time-of-day, or ❑Not Observable reduce connected lighting > 30%. ;❑Not Applicable C405.3 ;Exit signs do not exceed 5 watts per ;❑Complies [EL6]1 face. ❑Does Not ❑Not Observable; E❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 1 3 Low Impact(Tier 3) Project Title: Northside Beverage Report date- 03/11/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 14 of 20 11 High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Northside Beverage Report date: 03/11/20 Data filename• EAWATTITUCK RETAIL NEW.cck Page 15 of 20 Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID C303.1 ;Roof insulation installed per ;❑Complies [IN3]1 �manufacturer's instructions. Blown or ❑Does Not poured loose-fill insulation is installed only where the roof slope is <=3 in ❑Not Observable 12. :❑Not Applicable C303.1 ;Building envelope insulation is labeled ;❑Complies [IN10]2 with R-value or insulation certificate E❑Does Not (providing R-value and other relevant data. ;❑Not Observable: ❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies ; [IN7]1 per manufacturer's instructions. :❑Does Not I ; ;❑Not Observable ❑Not Applicable C303.2.1 !Exterior insulation is protected from ;❑Complies [IN14]2 ;damage with a protective material. E❑Does Not jVerification for exposed foundation ❑Not Observable; insulation may need to occur during Foundation Inspection. ❑Not Applicable C402.1.3 ;Non-swinging opaque doors have R- ;❑Complies [IN19]3 14.75 insulation. :❑Does Not i ❑Not Observable ❑Not Applicable C402.2.1 ;Insulation intended to meet the roof ;❑Complies [IN17]3 :insulation requirements cannot be ❑Does Not installed on top of a suspended ❑Not Observable ceiling. Mark this requirement :compliant if insulation is installed ;❑Not Applicable accordingly. C402.2.3 ;Above-grade wall insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values [IN6]1 ❑Does Not ❑Not Observable ❑Not Applicable C402.2.6 :Radiant panels and associated ;❑Complies [IN18]3 components, designed for heat :❑Does Not transfer from the panel surfaces to the ;occupants or indoor space are ❑Not Observable; insulated with a minimum of R-3.5. ;❑Not Applicable C402.2.2 ;Roof R-value. For some ceiling ;❑Complies ;See the Envelope Assemblies table for values [IN2]1 systems, verification may need to :❑Does Not occur during Framing Inspection. ❑Not Observable:, ❑Not Applicable C402.5.1. ;All sources of air leakage in the ;❑Complies ; 1 :building thermal envelope are sealed, ;❑Does Not [IN1]1 caulked, gasketed,weather stripped ; or wrapped with moisture vapor- ❑Not Observable permeable wrapping material to ;❑Not Applicable I minimize air leakage. Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title- Northside Beverage Report date: 03/11/20 Data filename: E-\\MATTITUCK RETAIL NEW.cck Page 16 of 20 J � Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, ;Furnished 0&M instructions for ;❑Complies C408.2.5. Isystems and equipment to the :❑Does Not 2 building owner or designated [FI17]3 ;representative. �❑Not Observable; ❑Not Applicable C303.3, ;Furnished O&M manuals for HVAC ;❑Complies C408.2.5. :systems within 90 days of system :❑Does Not 3 !acceptance. [FI8]3 :❑Not Observable ❑Not Applicable C402.5.3 ;Where open combustion air ducts ;❑Complies ; [FI51]3 :provide combustion air to open E❑Does Not combustion fuel burning appliances, ;the appliances and combustion air ❑Not Observable !opening are located outside the ;❑Not Applicable ;building thermal envelope or enclosed in a room, isolated from inside the ;thermal envelope.Such rooms are ; sealed and insulated. C402.5.6 lWeatherseals installed on all loading ;❑Complies [FI37]1 :dock cargo doors. :F-]Does Not ❑Not Observable ❑Not Applicable C402.5.8 ;Recessed luminaires in thermal ;❑Complies [FI26]3 !envelope to limit infiltration and be IC l❑Does Not :rated and labeled.Seal between interior finish and luminaire housing. ❑Not Observable ❑Not Applicable C403.2.2 ;HVAC systems and equipment ;❑Complies [FI27]3 !capacity does not exceed calculated l❑Does Not loads. ❑Not Observable 1 ;❑Not Applicable C403.2.4. ;Heating and cooling to each zone is ;❑Complies 1 !controlled by a thermostat control. UDoes Not l [FI47]3 Minimum one humidity control device ; ;per installed l❑Not Observable; humidification/dehumidification ;❑Not Applicable system. C403.2.4. ;Thermostatic controls have a 5 °F ;❑Complies 1.2 :deadband. :❑Does Not [FI38]3 ;❑Not Observable l ❑Not Applicable C403.2.4. ;Temperature controls have setpoint ❑Complies 1.3 !overlap restrictions. I❑Does Not [F[20]3 i ;❑Not Observable ❑Not Applicable C403.2.4. ;Each zone equipped with setback ❑Complies 2 controls using automatic time clock or I❑Does Not [FI39]3 programmable control system. ❑Not Observable ❑Not Applicable C403.2.4. ;Automatic Controls. Setback to 55°F ;❑Complies 2.1, !(heat) and 85°F (cool); 7-day clock, 2- ❑Does Not C403.2.4. l hour occupant override, 10-hour ❑ 2.2 ;backup ; Not Observable; [F140]3 :❑Not Applicable 11 High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: Northside Beverage Report date: 03/11/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 17 of 20 i u 4 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C403.2.4. ;Systems include optimum start ;❑Complies ; 2.3 controls. :❑Does Not [FI41]3 ❑Not Observable:, ❑Not Applicable C405.4.1 !,Interior Installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting ;plans, demonstrating proposed watts ❑Not Observable !are less than or equal to allowed �❑Not Applicable ; watts. C405.5.1 ;Exterior lighting power is consistent ;❑Complies ;See the Exterior Lighting fixture schedule for values [F[19]1 with what is shown on the approved E❑Does Not ;lighting plans, demonstrating ; ;proposed watts are less than or equal ;❑Not Observable ,to allowed watts. ;❑Not Applicable C406.7, ;Enhanced Service Water Heat System ;❑Complies ; C406.7.1 .efficiency package. One of the E❑Does Not [FI53]1 ;following SWH system enhancements ;must satisfy 60 percent of hot water ❑Not Observable requirements, or 100 percent if the ;❑Not Applicable building otherwise complies with heat recovery per Section C403.4.5: Waste ; heat recovery(from SWH, process equipment, or combined heat and power system), OR solar water- heating. C408.2.1 ;Commissioning plan developed by ;❑Complies ; [FI28]1 registered design professional or U❑Does Not approved agency. ;❑Not Observable; ❑Not Applicable C408.2.3. ;HVAC equipment has been tested to ;❑Complies ; 1 :ensure proper operation. :❑Does Not [FI31]1 ;❑Not Observable: ❑Not Applicable C408.2.3. ;HVAC control systems have been ;❑Complies ; 2 tested to ensure proper operation, :❑Does Not [FI10]1 ;calibration and adjustment of controls.; ❑Not Observable, j ;❑Not Applicable C408.2.4 ;Preliminary commissioning report ;❑Complies ; [FI29]1 completed and certified by registered ❑Does Not !design professional or approved ;agency. UNot Observable ❑Not Applicable C408.2.5. :Furnished HVAC as-built drawings ;❑Complies 1 submitted within 90 days of system :❑Does Not [F[7]3 acceptance. ❑Not Observable ❑Not Applicable C408.2.5. ;Furnished as-built drawings for ;❑Complies 1 electric power systems within 90 days :❑Does Not [FI16]3 of system acceptance. ;❑Not Observable ❑Not Applicable C408.2.5. ;An air and/or hydronic system ;❑Complies 3 I balancing report is provided for HVAC :❑Does Not [F143]1 systems. :F-]Not Observable; ❑Not Applicable 11 High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: Northside Beverage Report date: 03/11/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 18 of 20 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C408.2.5. ;Final commissioning report due to ;❑Complies 4 :building owner within 90 days of !❑Does Not [F]30]1 :receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable C408.3 ;Lighting systems have been tested to ;❑Complies [F]33]1 ensure proper calibration, adjustment, !❑Does Not !programming, and operation. ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Northside Beverage Report date: 03/11/20 Data filename: E:\\MATTITUCK RETAIL NEW.cck Page 19 of 20 RSA ' RICHARD SEARLES ARCHITECT, P.C. iul,t07j 0 El:) W 6. 6. 0 .isAlbdJ�.J Rl'...TAII.. S .J ARCHITECTURE PLANNING Li S 0 IF01 ,1 P.O.Box 286 APPROVED AS NOTED WADING RIVER NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 DATE: B.P. WEB SITE: WWW,RS-ARCHITECT.NET BEVERAG"qw" 7 FEE: BY: NOTIFY BUILDINCDFOARTUENT AT _•1612 8 AM T - PM FOR THE PLUMBER CER 'FICATION NORT H6- I IL *4 s..J F .LGWIN'G INSPECT;,"INS: ON LEAD CONTI JT BEFORE Blower doo 1. OU'd ATiON T4'�0 REQUIRED CERTIFICATE O )CCUPANCY and ductjv,C;. t795 OLD MAIN ROAD MATTITUCK NEW YORK 119512. °.1 H - FRDAMING& PLUMBING SOLDER USE N WATER testing re uirq 3, ik'SULAT'ON SUPPLY SYSTI! 4CANNOT 4. FINAL - CONSTRUCTION MUST EXCEED 2/10 1% LEAD. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEIN Must provide Manu YORK STATE. NOT RESPONSIBLE FOR PLU«!BIN DESIGN OR CONSTRUCTION ERRORS. Al L-PLUMBINIG 4 37E D, J and S as per &WATER LINES ,ED NYS Energy Code TE'TING,"BEFORE C i•::R€NG COMPLY WITH ALL CODES OF Proposed NEW YORK STATE & TOWN CODES Wholesale-Retail Store For AS REQUIRED AND CONDITIONS OF SOUTHG!D TOUVi1 PLANVINJ BOARD Northside r l n,TEES _.._ . .�.-- - Bever_g e c FIRE II` SPECTIO� REQUIRED EEF0 OCCUP/ OPENING USE IS WITHOL, �= ► I�' +v f�;E All exterior lighti 795 Old Main Road OF OCCUPANCY Installed, replaced 'IVlattituck, New YorkN.Y. trepaired shall co�T, , S.C.T.M.#1000-122-07-6.7 ELECTRICAL to Chapter 172 SCHEDULE OF ABBREVIAT%5 INSPECTION REQUIRED of the Town Cod . CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA REVISIONS A.D. ASH DROP GROUND WIND SPEED SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD A.F.F. ABOVE FINISH FLOOR O ISSUED FOR PERMITS UNDERLAYMI FLOOD BM. BEAM MUSS PLAC�AF?l?IIVG REQJIE'.E[1 SNOW LOAD (MPH) DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZAR�' BRG. BEARING 1-20-2020 C.J. CEILING JOIST MODERATE SLIGHT TO G.F.M. CUBIC FEET PER MINUTE OISSUED ADDRESSING 20 130 B SEVERE 36' 70 HEAVY MODERATE II WA N/A CLOS CLOSET 2 CON CLEAN OUT PLAN REVIEW CON. CONCRETE G.M. CARBON MONOXIDE DETECTOR COMMENTS C5MT. CASEMENT GENERAL NOTES: D.T DRYER TILE 3-10-2020 D.H. DOUBLE HUN; DIA. DIAMETER /� I. ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT NEW YORK STATE, D.J. DECK JOIST l TABLE OF CONTENTS COUNTY AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH DN. DOWN CODES SHALL SUPERSEDE THESE DRAWINGS INCLUDING ICC/ANSI A117.1 2009 DW. DI5I4WA5HER FLOOR AREAS EDITION. F.A.I. FRESH AIR INTA C-1 - PROJECT INFORMATION EXISTING BUILDING FIRST FLOOR AREA - 4348 50 FT 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALLSTATE FDN. FOOUNDAT SIN A-I - FIRST FLOOR PLAN EX15TING BUILDING MEZZANINE AREA - 843 50. FT AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. F.J. FLOOR JOIST O A-2 - MEZZININE PLAN - PORCH SECTION - ADA DETAILS TOTAL BUILDING AREA 5191 S0. FT. FP.S.C. F)RfPROOF, SELF-CLOSING A-3 - FRONT t REAR ELEVATIONS 3. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND/OR FTG, FOOTING O A-4 - LEFT t RIGHT SIDE ELEVATIONS t BUILDING SECTIONS RELOCATION OF ELECTRICAL WIRING AND FIXTURES AS REQUIRED. FXD. FIXED A-5 - FIRST FLOOR REFLECTED CEILING PLAN GALV. GALVANIZED A-6 - MEZZININE REFLECTED CEILING PLAN PROJECT INFORMATION: 4. ALL ITEMS NOT SPECIFICALLY LISTED AS BEING RETAINED FOR RE-USE GL. GLASS O ARE TO BE REMOVED FROM THE PREMISES. H.B. HOSE BIBB O I. OCCUPANCY CLASSIFICATION: GROUP M - MERCHANTILE H.G. HANDICAPPED 5. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE HDR. HEADER 2. TYPE OF CONSTRUCTION: TYPE 5-15 DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY N.M. HOLLOW METAL O IN WHICH THE PROJECT IS LOCATED. K.S. KITCHEN SINK 3. HEIGHT t FIRE AREA= LAV. LAVATORY O DESIGN LOADS a. ALLOWED GROUP 'M' HEIGHT - ONE STORY 40' MAX. HGT. - AREA - %000 501T. MAX. PER FLOOR WM OUT SPRINKLERS 6. ALL ITEMS L15TED AS BEING RETAINED FOR RE-USE ARE TO BE REMOVED L.G. LINEN CLOSET b. ACTUAL HEIGHT - ONE STORY 22'-6'+/- W/ MEZZANINE 5191 50. FT. IN SUCH A WAY AS NOT TO DAMAGE OR OTHERWISE RENDER THE ITEM MECH. MECHANICAL O UNUSABLE. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND MIN. MINIMUM 4. EXIT REQUIREMENTS t MAXIMUM TRAVEL DISTANCE PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. MAX. MAXIMUM O USE UNIFORM LOAD (PSF) CONCENTRATED (POUNDS) MLDG. MOULDING GROUP-M 5191 50. FT. 7. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL M.O. MASONRY OPENING STORES RETAIL FIRST FLOOR 100 1000 WALK I NREE AREA 3516 50. FT. F . 50. 5 PER PERSON - 513.6 OCCUPANTS DECIDE ON AN ACCESS POINT TO THE SITE AND WHERE ON THE SITE TO N.I.C. NOT IN CONTACT O WALK IN REFRIGERATION 832 50. FT. @ 300 S0. FT. PER PERSON ■ 2.78 OCCUPANTS STORES WHOLESALE FIRST FLOOR 125 1000 MEZZANINE OFFICE 431 50. FT. @ 100 50. FT. PER PERSON ■ 4.31 OCCUPANTS STORE MATERIALS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE O.C. ON CENTER MEZZANINE STORAGE 323 50. FT. @ 300 50. FT. PER PERSON ■ 1.08 OCCUPANTS SITE DUE TO CONSTRUCTION. O.H. OVERHEAD OFFICE AREAS 50 2000 TOTAL OCCUPANCY 66.77 PEOPLE - TWO EXITS REQUIRED, FOUR EXITS PROVIDED, P.C. POURED CONCRETE ROOFS 20 THE MAX TRAVEL DISTANCE TO AN EXIT IS LESS THEN THE MAX. OF 75' ALLOWED. 8. IF DURING THE COURSE OF CONSTRUCTION A SITUATION Is ENCOUNTERED R. RISER SEAL WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE RAD. RADIUSRE D A MINIMUM DISTANCE BETWEEN EXITS REQUIRED 57 DISTANCE PROVIDED 67 CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE REF. REFRIGERATOR FGq STAIRS I00 EXIT WIDTH READ, 66.77 X .20 ■ 13.35' EXIT WIDTH PROVIDED ■ III' IN CONSTRUCTION DETERMINATION. REINF. REINFORCED �cb p, D sEq Cy�� SIDEWALKS,SUBJECT TO DRIVEWAYS R.R. ROOF RAFTER AND YARDS 250 WOO I NT FLOORING �� 4 �O-A S.D. SMOKE DETECTOR SH. t PL. SHELF t POLE SHWR. SHOWER SOFT. SQUARE FEET �- TtG TONGUE t GROVEQ` T.G. TERRA COTA 7TH 0216 A A y� TEMP. TEMPERED GLASS OF NES T.O. TRIM OPENING TYP. TYPICAL V.I.F. VERIFY IN FIELL' W. WASHER W.C. WATER CLOSET WD. WOOD Copyright 2017.Richard Searles Architect,P.C.All rights reserved.The Architect reserves the right to W.F. WATER FOUNTAINrights this design in its entirety or any portion W.H. WATER HEATER thereof.Unauthorized alteration of these documents is a W.I. WALK-IN violation of the New York State Education Law.These W.W.F. WELDED WIRE FAL'RIG drawings and specifications are an instrument of service and are the property of the Architect.These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 1703 SCALE As Not DATE 01/15/2020 DRAWN BY RS-DWM CHECKED BY RS TITLE Project Information . SHEET C - an RS A RICHARD SEARLES ARCHITECT, P.C. ARCHITECTURE PLANNING P.O.Box 286 i WADING RIVER NEW YORK 11792' PHONE(631)744-2852 FAX(631)744-6654 WEB SITE: WWW.RS-ARCHITECT.NET i EXISTING CONCRETE WALKWAY TO REMAIN NEW V-6' X 0-8' INSULATED Proposed DOOR SYSTEM Wholesale-Retail Store For -- ---- - --- -- Northside- - - FE EXIT III ' Beverage Q III w III 1 1 III I I I @6 c I ENTER 111 � WALK IN REFRIGERATION BOX '� b III 111 CONCRETE FLOOR 111 III � NOTE= WALK IN REFRIGERATION SHALL III IIIJ � 1795 Old Main Road COMPLY WITH 2015 IECC CODE. III 'v_ s III x = 1 _ III I'I Mattituck, New York, N.Y. IYl � v 111 _ III 1 N S.C.T.M.#1000-122-07-6.7 x III 111 II 111DER LIED rE 1 REVISIONS N REACH IN SERVICE DOORS III 1 111 11 SEE O ISSUED FOR PERMITS GAS 730x6li SEE DRAWING A-2 FOR " 1 A 1-20-2020 - a I/2 ao-2 (I( AD BATHROOM 4 1/2' 19 3 `� UNIT z ul A _ DETAILS HEATERADA COUNTER SPACE. ---ABOVE ' MAX, HEIGHT, L. ISSUED ADDRESSING , , IXISTINGPLAN REVIEW BATHROOM WALLS4-6 a-I' a"1,1 11TO BE REMOVED COMMENTS II ---- --- , I u W 3-10-2020 Cro O 5/CO 1J F- LU ;3 At � ._ Z ABOVE U I 41! 1 II 1 11 nFE ,, 5 0 4 .� b-I O� LAW LU ABOVE 2°x 6 e: C.T. L. 5-2 71-60 �) i» 71-41 I U ii O � 201-01 1 �I Z RETAIL SALES AREA O II Z li FIRSTT FLOOR EL. 30.0 II 3Q x 6 O 1 O h i I ' JOIST ii i II @ I6' ON CENTER Q O i EXISTING ROLLING BARN i — DOOR AT LOADING DOCK GAS ii TO BE REMOVED AND UNIT I - O REPLACED WITH NEW NEATER 1 � 2'-O' 8'-3' O i� 14'-0' X 13'-0' ROLL UP ABOVE 41 6'-11' 4" '- �i OVERHEAD DOOR. 67'-0' II 1 SEAL REMOVE PORTION OF QED A1q 72' X 84' ADA COMPLIANT EXISTING WALL FOR NEW c'S'j B S S 3-0' X b'-8' EGRESS I I , II �5 �PFtD SEgR WITH 2 ENTRE DOOTRAR TEM I i i_ �n� it 1 1 1 OPENING H + _UP I-R F h 1 / w ' I Q I — NEW Q 4 ii a2 X 72 FIXED ABOVE 42 X 72 FIXED 1 m I I X 4 GLASS PANEL SET GLASS PANEL SET II II W - WOOD :;a TO ALIGN WITH TO ALIGN WITH 1 I I � STAIR 11 3 FE FE TOP OF TRANSOM 11 3 TOP OF TRANSOM r 11 lI X "' PLATFORM �. r1 � Lu _ - - -- - - -AS --- - — --- - -- — - -- -- - - �T 6 A N �Q -- - - -- 021 y Li METER OF N E� 2' X 6' ROOF RAFTER 1V//< @ 16' ON CENTER 1 ENTPZY NEW. V-0' X 6'-8' INSULATED EXISTING DOUBLE HUNG 2' X b' CEILING JOISTS P.C. LAB ENTRY DOOR SYSTEM MULLION WINDOW TO REMAIN NEW 3'-0' X 6'-8' INSULATED @ Ib' ON CENTER ENTRY DOOR SYSTEM Copyright 2017.Richard Searles Architect,P.C.All rights reserved.The Architect reserves the right to L) � LINE OF NEW reproduce this design in its entirety or any portion COVERED ENTRY thereof.Unauthorized alteration of these documents is a i violation of the New York State Education Law.These EXISTING FIRST FLOOR PIAN Scale= I/8' = 1'-0' ONE MIR RATED WALL FOR PROPERTY drawings and specifications are an instrument of service A-I 4348 SO FT LINE SETBACK COMPLIANCE and are the property of the Architect.These drawings and specifications are not to be used on any other 22'-0' REOLIRED 41'-8' PROVIDED project,except by written permission of the Architect. PROJECT NO. 1703 SCALE As Noted DATE 01/15/2020 3'-8' V-5' 5'-5' 3'-6' DRAWN BY WP CHECKED BY RS, 9'-8 1/2' 18'-0' 23'-0" TITLE loa'-2" First Floor Plan - SHEET min In IIS M R S A ,MCI RICHARD SEARLES ARCHITECT, P.C. ARCHITECTURE PLANNING P.O.Box 286 WADING RIVER NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 WEB LINE WWW.RS-ARCHITECT,NET INE OF EXISTING BUILDING PATH OF EGRESS,.„ 68'-10" I ATTIC AREA PLYWOOD FLOOR STANDING SEAM METAL ROOF 2' X 8' LEDGER OVER W# FELT PAPER AT BUILDING 1/2' PLYWOOD SHEATHING 12 2' X 6' ROOF RAFTERS @ 16' O.C. 6 12 t ,\xO 2` Proposed I Wholesale-Retail Store For PATH OF EG I .. 2 - 1.75' X q.5' LVL CONTINUOUS HEADER 57'-8' S 3 Q X6!! . 2' X 6' LEDGER AT BUILDING BOLT HEADER TO POST USING I/2' x B' GALVANIZED STEEL CARRAGE BOLTS AND I TECO CEILING WASHERS STORAGE AREA Northside JOISTS TO HEADER VINYL FLOOR Bevera e 2' X 6' CEILING JOISTS @ 16' O.C. I X 8 FASCIA 12'-0' 4'111 2'-0' 5�-0 "g 1/2' PLYWOOD SHEATHING 7'-3, b 'v 1/2' VERSAEK BEADBOARD SOFFIT FE M X_ oZ EXISTING DOUBLE HUNG PROVIDE 5'-0' X 3'-8" �� wlNpow To REMAIN 1795 Old Main Road OPENING TO SPACE BELOW. Mattituck, New York, N.Y. SILL NIGHT 36" ABOVE FLOOR ° S.C.T.M.#1000-122-07-6.7 3Q x 6 MIN 30' 42' HIGH HALF - REVISIONS 5'-0' WALL A7 CLEAR ISSUED FOR PERMITS 10 1'-4' MIN O STAIRWELL IC w 1-20-2020 I'-6' VINYL FLOOR s — r-5' MI 2 ISSUED ADDRESSING UR Z O 14'-10' 4' 'I 011, PLAN REVIEW COMMENTS LINE OF EXISTING BUILDING 3-10-2020 5'-0' ' c4 M..,.. . t CLEAR I "' tO . O 4 EXISTING FIXED WINDOWS TO REMAIN O 3 ADA BATHROOM PLAN Scale- 1/2' = P-°' O A-2 O i MEZZANINE PLAN 0 A-2 84350 FT 4' MIN. CONCRETE WALKWAY O ALIGNED WITH INTERIOR FINISH FLOOR O e . 9 v d �'4 n SEAL <,ED ARC �N, G�PRD�S��I n �A ADA REQUIREMENTS: PER ICC/ANSI A117. 1 200q EDITION . ,nk v� 1.L P 3q' MIN. PROVIDE SOLID SECTION AT COVERED PORCH Scale= 3/4' . I'-0' 41' MAX. BLOCKING IN THIS OF NES AREA FOR GRAB A-2 BAR INSTALLATION 5 6 N Copyright 2017.Richard Searles Architect,P.C.All 36' MIN. 54' MIN. z 48 MIN. rights reserved.The Architect reserves the right to UM: EQUIPMENT PERMITTED IN reproduce this design in its entirety or any portion SHADED AREA IF MOUNTED BELOW 17 MIN. thereof.Unauthorized alteration of these documents is a �- 12' MAX. 42' MIN. violation of the New York State Education Law.These 12' MIN. 24'MIN, 4 4WALL, 3 APRON, drawings and specifications are an instrument of service a_ SI DE WAL 2 and are the property of the Architect.These drawings BAC1 WALL and specifications are not to be used on any other project,except by written permission of the Architect. ® BATHROOM LEGEND Z NO. DESCRIPTION MANUFACTURER MODEL # REMARKS Q Q Z_ TOILET PAPER PROJECT NO. 1703 w � � s DISPENSER 18' �� O }�� un N MIN ABOVE FLOOR 8' t7S SCALE As Noted DATE 01/1S/2020 I FLOOR MOUNTED TOILET ADA COMPLIANT T.B.D. T.B.D. SELECTED BY OWNER THIS TION. MIN. 2 WALL MOUNTED LAVATORY ADA COMPLIANT T.B.D. T.B.D. SELECTED BY OWNER � � �.� � Z � DRAWN BY WP CHECKED BY RS A COMPLIANT RAB BAR BOBRICK B-5806x42 CONCEALED MOUNTING 3 AD PL G 4 ADA COMPLIANT GRAB BAR BOBRICK B-5806x36 CONCEALED MOUNTING7' MIN � 24, MAX. TITLE 5 ADA COMPLIANT GRAB BAR 50BRICK B-5806x18 CONCEALED MOUNTING '= ` q M �+ °- 6 WALL HUNG MIRROR OVER SINK T.B.D. T.B.D. SELECTED BY OWNER 7 SOAP DISPENSER BOBRICK B-8226 ADA COMPLIANT I6' MIN. 6' 18' MAX. � II' MIN. MAX 8 WALL MOUNTED PAPER TOWEL DISPENCER ADA COMPLIANT T.B.D. T.B.D. SELECTED BY OWNER , , L PROVIDE SOLID I q TOILET PAPER DISPENSER 'CONTURA SERIES' BOBRICK B-4288 SURFACE MOUNTED 5-0 MIN. 1 BLOCKING IN THIS Mezzanine Plan AREA FOR GRAB 17' MIN. NOTES: BAR INSTALLATION 71— I. GENERAL CONTRACTOR TO ENSURE THE REQUIRED BLOCKING IS IN PLACE FOR ALL LISTED FIXTURES AND ACCESSORIES. Porch Section 2. ACCESSORIES ARE AS SHOWN OR EQUAL T 3. ALL EQUIPMENT IS TO BE INSTALL AS PER MANUFACTER'S REQUIREMENTS WHEELCHAIR REAR GRAB BAR SIDE GRAB BAR SINK LEG CLEAR FLOOR ADA Details 4. UPGRADES ON FLUSH VALVES AVAILABLE UPON REQUEST TURNING RADIUS AT WATER (CLOSET AT WATER CLOSET CLEARANCES SPACE SHEET ADA FIXTURE SCHEDULE A-2 5 ADA DETAILS Scale 1/2' • 1'-0' A-2 i s ® A ® RICHARD SEARLES ARCHITECT, P.C. ARCHITECTURE PLANNING P.O.Box286 WADING RIVER NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 WEB SITE: WWW.RS-ARCHITECT.NET EXISTING COORIGATI METAL ROOFING TO BE CLEANED AND PAINTED. NEW STANDING SEAM METAL ROOF AT NEW COVERED ENTRY. i WATT GOOSE NECK LIGHT FIXTURES FOR SIGN LIGHTING. II_ SIGN CRITERIA= EXISTING TEXTURE Ill SIDING TO BE b LENGTH OF BUILDING 108'-2' PROPOSED SIGN LOCATION REMOVED AND REPLACED WITH NEW ALLOWED AM OF SIGN IOB 59. FT. CORRIGATED METAL SIDING TO PROPOSED SIGN 2'-10' X 3314' OR 44.32 50. FT. NOTE= MATCH THE REMAINDER OF THE IT SEE DWG A-2 FOR BUILDING OVER LP FLAME13LOCK COVERED PORCH SHEATHING. UL DESIGN No. V311 FOR Proposed FIXED DETAILS I-HR RATED WALL ADDRESSING 10' �-4 MIN. PROPERTY LINE SETBACKS Northside -Retail Store For FIXED FIXED NEW I IX. IX. •de Ell ENTRY N IXISTING COORIGATED METAL SIDING DOOR TO BE CLEANED AND PAINTED. .1LLU Bevera e IXISTING METAL SIDING NEW METAL SIDING TO g TO REMAIN MATCH EXISTING NEW ALUMINUM STOREFRONT ENTRY L NEW ENTRY DOOR LINE OF ONE HOUR RATED WALL ABOVE FOR PROPERTY LINE SETBACK COMPLIANCE 1795 Old Main Road 22'-0' REQUIRED 41'-B' PROVIDED Mattituck, New York, N.Y. IOB'-2' S.C.T.M.#1000-122-07-6.7 REVISIONS 3 FRONT ELEVATION Scale= 1/8, = P-0' O ISSUED FOR PERMITS 1 -20-2020 A-I O ISSUED ADDRESSING PLAN REVIEW COMMENTS 3-10-2020 0 EXISTING COORIGATED METAL ROOFING TO BE CLEANED AND PAINTED. O O SEAL 60 WATT GOOSE NECK LIGHT ¢ FIXTURES FOR SIGN LIGHTING. 51 A CRITERIA= �� Q LENGTH OF BUILDING 108'-2' PROPOSED SIGN LOCATION 9T 0216�� �O Zv ALLOWED AREA OF SIGN 108 50. FT. F N PROPOSED SIGN 2'-10' X 33'4' OR 44.32 50. FT. F N . EXISTING COORIGATED METAL SIDING TO BE CLEANED AND PAINTED. 11111331-4, I Copyright 2017.Richard Searles Architect,P.C.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These NEW I drawings and specifications are an instrument of service ENTRY and are the property of the Architect.These drawings I and specifications are not to be used on any other DOOR v- project,except by written permission of the Architect. PROJECT NO. 1703 SCALE As Noted DATE 01/15/2020, DRAWN BY WP CHECKED BY RS TITLE Front & Rear 108'-2' Elevations 4 REAR ELEVATION scale= vs' = 1'-0' A-I SHEET A - 3 RSA RICHARD SEARLES ARCHITECT, P.C. ARCHITECTURE PLANNING P.O.Box 286 WADING RIVER NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 WEB SITE: WWW.RS-ARCHITECT.NET IX. Proposed Retail Store For EXISTING ROLLING BARN DOOR TRACK TO BE REMOVED EXISTING TEXTURE III 51DING TO BE REMOVED AND REPLACED WITH NEW CORRIGATED METAL SIDING TO MATCH THE REMAINDER OF THE BUILDING OVER LP FLADESIGN NO. OCK V311 Northside O rth S 1 d SHEATHING. UL DESIGN N0. V311 FOR 11\`ll 1 I-HR RATED WALL ADDRESSING 10' EXISTING COORIGATED METAL SIDING MIN. PROPERTY LINE SETBACKS TO BE CLEANED AND PAINTED. Beverage,�T �+ EXISTING ROLLING BARN B e V e 1 ag e DOOR AT LOADING DOCK TO BE REMOVED AND REPLACED WITH NEW 14'-0' X 13'-0' ROLL UP OVERHEAD DOOR. 1795 Old Main Road Mattituck, New York, N.Y. ENTIRE WALL ABOVE ONE S.C.T.M.#1000-122-07-6.7 HOUR RATED FOR PROPERTY LINE SETBACK COMPLIANCE REVISIONS 40'-4' OPlanning Submission 6-14-2017 LEFT SIDE ELEVATION Scale: 114' - 1'-0' 2 RIGHT SIDE ELEVATION Sestet 114' - 1'-O' O2 Planning Revisions A-4 A-4 8-14-2017 OPlanning Revisions 9-25-2'017 ® Planning Revisions 7-2-2019 O SCHD SUBMISSION 12-27-2019 0 0 O O O 0 O R-46 CLOSED CELL SPRAY IN O INSULATION AT UNDERSIDE OF ROOF. PROVIDE FIRE RETARDENT COATING EXISTING COORIGATED METAL ROOFING TO ALL EXPOSED INSULATION. TO REMAIN. SEAL EXISTING COORIGATED METAL ROOFING C<1-Iji, U Agcyi TO REMAIN. 0' �C y o� a O EXISTING WALL AND PART OF T�, <161 FLOOR TO BE REMOVED FOR OF N E� NEW STAIR HEADROOM CLEARANCE NEW 2' X 4' EXISTING MEZZANINE FLOOR EXISTING ROOF TRUSS SYSTEM CoPYI'ig ht 2017.Richard Searles Architect,P.C.All STUD TO REMAIN' rights reserved.The Architect reserves the right to HANDRAIL MOUNTED PARTITION reproduce this design in its entirety or any portion ' ABOVE STAIR thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These TREAD NOSING drawings and specifications are an instrument of service and are the property of the Architect.These drawings and specifications are not to be used on any other project,except by written permission of the Architect. EXISTING COORIGATED METAL EXISTING WALL SYSTEM EXISTING BUILDING SECTION PROJECT NO. 1703 SIDING TO REMAIN. TO REMAIN. R-21 BATT NO STRUCTURAL CHANGES PROPOSED INSULATION WITH 5/8' SCALE As No DATE 03/22/17 ROVX' FIRECO E E M TYPE 'X' FIRECODE DRAWN BY WP CHECKED BY RS BOARD UND 7AIR z GYPSUTM I W ARD AND NEW STAIR TITLE 6 7/8' RISERS II'TREADS EXISTING I TO REMAINRETELOOR EXT01 REMAINCONCRETE FLOOR Left & Right Side Elevations & Building Sections 4 PARTIAL BUILDING SECTION AT STAIR Smile, 114' - P-o' 3 EXISTING BUILDING SECTION Scale= 114' - 1'-0' SHEET A-4 A-4 O RSA ® RICHARD SEARLES ARCHITECT, P.C. ARCHITECTURE PLANNING P.O.Box 286 WADING RIVER NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 WEB SITE: WWW.RS-ARCHITECT.NET I II II I 1 I I 1 I I 1 I I I I 1 I I I I I I I I I I I II II 1 1 I 1 I I I 1 I I I I I I I I I I I I 1 --------- II II I I I I I I I I I I I I I I I I I I I I LED-2 I LED12 I II II I I I I I I 1 I I I I I 1 I 1 I I I I 1 I II II I I I I I I 1 I I 1 I I I I I LF-1 I I 1 LF-I I 1 I I I II II LF-2 -a-- �`,, LF 2 I I LF-2 I ,, LF-2 II II I I .� I �. I \ 1 I 1 I I I I I I I I 1 II 11 I `�I I I �-,j__- -'I 1 I 1 I � I I I TO 514ITCH- I I i i I I SW-1\ II II I I I11 1 H I I I I I I I I 1 1 I 1 I I I I I ��' I 1 I----------1 1 1 I LED-2 I LED$ posed I Pro 11 I I I I I I I I LF-I I I I LF I I I LF I � I \ I LF -'I t \ ; ; 1 LF-I I I 1 I I Wholesale-Retail Store For �t l 11 II I li I I 1 I I UNIT 1 I N"" II II I LF-2 i 1 I I I I NEATER 1 1 �` I I --�- I I I I I 1 1 I I I I I Northside TO WITCH ED-3 TO SWITCH I Beverage -'' FAN II � II I I I I I I I I I I I I I ___ ---1 TO SWITCH I I I I 1 I I I 1 I I I __-- I 1 S/CO _ ---------- I I 1 LF-I LF-I LF-I LF-I LF-I II II I I I I I I JI -r� -1` 1 _ TO SWITCH ,, I I ,, ,, _�. I \ I � .,. I I I S/CO I I I I 1 1 I I � ` 1 I - �' I I I 1 `�\ 1 tt 1 I ITO SWITCH LED-3 I 1 I I I___ ___ IIII I I I I I I I I I I I '��,I LED_2 I LED12AN 1795 Old Main Road II II I 1 I I I 1 I I I I ��-� L TJ- A ISS EA I I I I I SW-2 1 I I Mattituck, New York, N.Y. I I I I I I I I I I I I I I 1 I I I I I I S.C.T.M.#1000-1 22-07-6.7 II _ I I _ I I -I I I LF-I I LF-1 I I LF-I ,--a- --�_,, LF-1 LJ II 11 LFI I I I LFI I I I LF I I I -- -----------1-,_ I I I I �.- I I \ REVISIONS II II I I ---------- t__ I 1 I 1 -��- 1 1 `���\\\ 1 I I t ��� 1 I ��\ 1 I ,. 1 I 1 1 II II , I I I I I I _ I -, I I i 1 ISSUED FOR PERMITS II 11 --L---__ _J II I --- \`�`LJ—✓' I I .1 I I I 1 1-20-2020 II II I I I I I I GAS I I I I I I I I I I I SW3� I I I I 2 ISSUED ADDRESSING II II I 1 I I I I I I I I I I I I I I I I I � I I ��� I 1 O UNIT PLAN REVIEW II II I I 1 I I I NEATER I I 1 I I I I I I I I I LED-2 I ED-2 I II I I I I _1 I LF-I I I LF_ I _______-- I _, J__--------�-_-__ I I I I COMMENTS LF-1 LF-1 LF I LF 3-10-2020 t l I I L---------J___ II I I __L_-------_JI I I I ---r 1` I I I I I I Rli LED-2 I I I I -- 1 I I I I I � 1 I �� I �� 1 1 may`` I I�I , I O " I I I I I I `�---__-----I-- I 1 I I �-� I I ---' I 1 I I I I I �� 1 I t I I I N� I O �' I i \ TO SWIT N/� TO SWITCHI Au O '- I I IIII O _ O TO �I ` LED-I nLED-I LED-I O PHOTOCELL�.J�`---- AND TIMER O O O I EXISTING FIRST FLOOR PLAN Scale: 1/8" = n-0" O A-I 434E 50 FT O O SEAL RED �G'�PS" IX�R��s X0 REFLECTED CEILING LEGEND1 Q SYMBOL DESIGNATION DESCRIPTION ATF OF1 NE � LF-1 4 LITE TROFFER: 34" T-5 NO 39W: ELECTRIC Copyright 2017.Richard Searles Architect,P.C.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion LF-2 2 LITE STRIP: 4B' T-B 32W: ELECTRIC thereof.unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service O LED-I ROUND DOWNLIGHT: LED PAR 15W and are the property of the Architect.These drawings and specifications are not to be used on any other project,except by written permission of the Architect. LED-2 4 LITE TROFFER: 34" T-5 HO 3% ELECTRIC PROJECT NO. 1703 SCALE As Noted DATE 01/15/2020 DRAWN BY WP CHECKED BY RS ® LED-3 4 LITE TROFFER: 34" T-5 HO 3% ELECTRIC TITLE FAN EXHAUST FAN - DUCTED TO EXTERIOR 5/CO HARDWIRED COMBINATIOON IONIZATION SMOKE AND First Floor CARBON MONOXIDE DETECTOR WITH VOICE ALARM Reflected Ceilin GAS UNIT REZNOR OR EQUAL 300,000 BTU GAS FIRED UNIT HEATER NEATER. REQUIRED EFFICIENCY 80.00% Ec Plan SHEET A - 5 RSA 'C11 RICHARD SEARLES ARCHITECT, P.C. ARCHITECTURE PLANNING P.O.Box 286 WADING RIVER NEW YORK 11792 PHONE(631)744-2852 FAX(631)744-6654 WEB SITE: WWW.RS-ARCHITECT.NET Proposed Wholesale-Retail Store For Northside Beverage ATTIC AREA Q LED-I 1 1795 Old Main Road Mattituck, New York, N.Y. REFLECTED CEILING LEGEND S.C.T.M.#1000-122-07-6.7 TO SWITCH SYMBOL DESIGNATION DESCRIPTION REVISIONS 1O ISSUED FOR PERMITS LF-I 4 LITE TROFFER: 34' T-5 HO 3qW: ELECTRIC 1-20-2020 ni ED-I LED-I LED-1 O ISSUED ADDRESSING _ _ V ., \` LF 2 2 LITE STRIP. 48 T 8 32W: ELECTRIC ___ PLAN REVIEW TO SWITCH COMMENTS O LED-I ROUND DOWNLIGHT= LED PAR 15W STORAGE AREA - 3-10-2020 LED-2 4 LITE TROFFER: 34' T-5 H0 3qW: ELECTRIC O - TO SWITCH I 1 O � �S/CO ` O `• O LED-3 4 LITE TROFFER- 34' T-5 HO 3qW: ELECTRIC 0 LED-I LED-I LED-I - PROVIDE 5'-0' X 3'-B' ------ O OPENING TO SPACE BELOW. � SCJ FAN EXHAUST NIGHT 361 ABOVE FLOOR FAN - DUCTED TO EXTERIOR � i O i S/� HARDWIRED COMBINOFFICE ATIOON IONIZATION SMOKE AND O CARBON MONOXIDE DETECTOR WITH VOICE ALARM GAS UNIT REZNOR OR EQUAL 3001000 BTU GAS FIRED UNIT �� O NEATER NEATER. REQUIRED EFFICIENCY 80.00% Ec LED-I r"(LED-I LED-I � 1 O 1 SEAL rc ED A!� \\\ LED-1 LED-1 LED-I Q�- 9T 02161 A y� OF- NE�1� Copyright 2017.Richard Searles Architect,P.C.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service MEZZININE REFLECTED CEILING PIAN $ale: 1/4" = 1'-0' and are the property of the Architect.These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 1703 SCALE As Noted DATE 01/15/2020 DRAWN BY RS-DWM CHECKED BY RS TITLE Mezzinine Reflected Ceiling Flan r SHEET