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Home My WebLink About37011-Z ' Town of Southold Annex 8/3.0/2012 ��,UFFQ1,f�o P.O.Box 1179 C3 54375 Main Road co D Southold,New York 11971 40 CERTIFICATE OF OCCUPANCY No: 36924 Date: 8/30/2012 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 13050 Oregon Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 83.-3-2.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/4/2011 pursuant to which Building Permit No. 37011 dated 2/24/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations to existing building for office and wine tasting as applied for per ZBA#6469, dated 6/15/11. See conditions 1 through 4 per Zoning Board of Appeals. The certificate is issued to Lieb Vines LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-10-0008 8/9/12 ELECTRICAL CERTIFICATE NO. 37011 8/2/12 PLUMBERS CERTIFICATION DATED 8/7/12 Michael Algozzino )Uhov6ed Signature Q�SUFEoi,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37011 Date: 2/24/2012 Permission is hereby granted to: Lieb Vines LLC PO BOX 907 Cutchogue, NY 11935 To: construct alterations to an existing building per Planning & ZBA (#6469) approvals as applied for At'premises located at: 13050 Oregon Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 83.-3-2.1 Pursuant to application dated 11/4/2011 and approved by the Building Inspector. To expire on 8/25/2013. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,060.80 CO -COMMERCIAL $50.00 Total: $1,110.80 Building Inspector SO(/jyo Town Hall Annex �� l� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 N Southold,NY 11971-0959 @ roper.riche rta-town.southo Id.ny.us AOUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Lieb Vinyards Address: 13050 Oregon Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 37011 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric Inc License No: 3635-e SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 10 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures . 8 CO Detectors Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Fo Twist Lock Exit Fixtures 11 TVSS Other Equipment: tasting room, 3-paddle fans, 2-exhaust fans Notes: Inspector Signature: Date: Aug 2 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(S31)765-1$Q2 54375 Main Road Fax(63 I)765-95-02 P.O.Box 1179 cn Q Southold,New York 1 197 1-0959 BUILDING DEPARTMENT C . TONM OF soumoLD D AUG 1. 0 2012...-._ BLDG.DEPT. TOjgj Of SOUTHOLD .CERTIFICATION - Date: Z Z Building Permit No. J�b . Owner: 1 �� -:- � lcl -►�--� (Please print) Plumber: M%4 `I (Please.print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%. lead. (Plumbers Signature) _ Sworn to before me this day of Aqual 20 a Notary Public,wA L County Danielle L.Carter _ Notary Public, State of New York 01 CA6185879 Qualified in Suffolk County Commission Expires April 21, 201.0-;,. ho�aOF SOUTy�� • �Q o�yco ,� TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST P><ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: VL r DATE �� I''� INSPECTOR �� - OF SO�I�p� * 'F 37o ( ( per �ycourm, TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION - I FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 SULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: _ a—� DATE ��_.'1�2_ INSPECTOR OE SOpTyolo 37011 UM`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' .. . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �cJ1� O r DATE -3 INSPECTOR Of SO(/T�olo '37oIl * . coa TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ['INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE. �°2 l °2 INSPECTOR pF SOUTy�Io UOUNi'1,� TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE ! f / -INSPECTOR , OF SO(/T�OIo courm,N�' TOWN OF SOUTHOLD BUILDING DEPT. of 765-1802 INSPECTION . [ ] FOUNDATION i ST [ ] ROUGH PLB/CTION [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [_ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) � � G REMARKS: A�k DATE INSPECTOR 1 1 1 • • ! Lwaif)J,1 1, Ill PLUMBING 44 on STATE ENERGY CODE Fill 1 . ,e! I` M--- Amnbmt c• 1 1. 1�_�_��_� ` r� 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. 6 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 6 , , 20,4�,_ (� 1ul Storm-Water Assessment Form D1� U Contact: Approved 20 MAR 2 2011 Mail to: Disapproved a/c'AK1 BLDG.DEPT. Phone: Expiration 201 WN OF sOuTHOtD Building Inspector APPLICATION FOR BUILDING PERMIT Date 3 ` Z , 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 pennit 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 inspectionsA(S i inature applicant or name,if a corporation) ZZ�s (]a LA QAJI:: (Mailing address of applicant) ok— 1/4L4 i 6S� 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 applicants �rpor�ation, sin my authorized officer N itle of co nd t ate 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: ouse Number Street Hamlet County Tax Map No. 1000 Section 0:L-> Block Lot - f Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy �-- 3. Nature of work (check which applicable): New, Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost—I t�6::� -Fee - (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of d n 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-- Ale) '. Rear_ '� Depth (S Height Z,5 r PEA jI - Number of Stories OAJOL i f Dimensions of same structure with alterations or additions: Front Rear Depth I l� ' Height Z ` Number of Stories ` 8. Dimensions of entire new construction: Front Id Rear At& Depth/J& Height NI Number of Stories_At& 9. Size of lot: Front H5 , Rear Depth Z7� 10. Date of Purchase l ' Zq - _Name of Former Owner 11. Zone or use district in which premises are situated AL 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES-V NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises VC-7.7-:> Address C_-(J CZ-d-fig(' Phone No. Name of Architect t �-�3-T Address Phone No Name of Contractor DOtoLl 13L-DC, Address CtY—tLdt- )40L Phone No. 4,�i- ,:Sfi-�f � 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey: 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF��OfiF W -i�o6dow�- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the AG&Aoo, (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 o&.A—,—20 4` VICKI TOTH Notary Public Notary Public State of N ork Si natu e of Applicant No.O1`f06190696 Qualified in Suffolk County Commission Expires'luly 28,20/ TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: 03/18/11 TO: William Kelly for Lieb Vines LLC 22355 Cox La. Cutchogue,NY 11935 Please take notice that your application dated March 2, 2011 For permit to operate an office/tasting room in an existingsge building at Location of property: 13050 Oregon Rd., Cutchogue, NY 11935 County Tax Map No. 1000 - Section 83 Block 3 Lot 2.1 Is returned herewith and disapproved on the following grounds: The proposed Tasting Room/Office on this parcel in the AC Zone is not permitted pursuant to Article III, Section 280-13(c &d)which states:. 4-c) The winery structures shall be set back a minimum of 1 00' from a major road and 4-d) The winery shall obtain site plan approval. Authorized Signature CC: file, ZBA Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 4�*rjF SOUryOl 53095 Main Road-P.O.Box 1179 p Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P. Goehringer y� Town Annex/First Floor,Capital One Bank George Horning • �O 54375 Main Road(at Youngs Avenue) Ken Schneider ��yCOWN Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JUNE 15,2011 ZBA FILE: 6469 NAME OF APPLICANT: Lieb Vines,LLC PROPERTY LOCATION: 13050 Oregon Road Cutchogue,NY SCTM#1000-83-3-2.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 5,2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application is not subject to review under Chapter 268 because does not involve features that relate to a regulated natural feature or a bulkhead or other shoreline. PROPERTY FACTSMESCRIPTION: The subject property contains 594, 144 sq. ft. with 394.34 feet of frontage on Oregon Rd., 1,259.70 feet along the northern property line, 564.07 feet along the eastern property line and 1, 174.00 feet along the southern property line as shown on the site plan dated 5/20/10 prepared by Jeffrey T. Butler PE.It is improved with two one story agricultural storage buildings BASIS OF APPLICATION: Request for Variance from Art. III, Code Section 280-13(4)(c) based on Building Inspector's March 18,2011,Notice of Disapproval and an application for building permit concerning conversion of an existing.storage building into an office and winery tasting room at: less than the code required 100 foot setback from a major road. RELIEF REQUESTED: The applicant proposes to convert a portion of the existing 5,569 sq. ft. storage building located closest to Oregon Road to a public tasting room, private tasting room, public restrooms, and new office space totaling 2,020 square feet. The existing wine storage area of 3,549 square feet will remain unchanged. The storage building is located 60.2 feet from the road where the code requires that a winery have a minimum 100 foot setback from a major road. ADDITIONAL INFORMATION: This application is subject to site plan approval by the Planning Board per Town Code. The Zoning Board, in a Memo dated March 22, 2011, requested comments from the Town Planning Board. On May 10, 2011, the Planning Board sent a memo in response stating this proposal is consistent with the goal of supporting and maintaining agriculture. However, there are several challenges for this location to operate as a retail tasting room, all of which can be overcome if the operators limit the number and size of vehicles at the site that current accommodations allow. Another concern is the proximity of nearby residences. There were neighbors objecting to the application at the hearing and through written correspondence to the Board of Appeals Page 2—June 15,2011 I ZBA File#6469—Lieb Vines,LLC CTM: 1000-83-3-2.1 i FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2,2011, at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law .4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. In a letter dated May 10, 2011 the Southold Town Planning Board stated that"upon reviewing the Comprehensive Plan, it has been determined that this proposal is consistent with the goal of supporting and maintaining agriculture. The tasting room will be furthering this goal'. The character of the neighborhood is mixed with residential, agricultural and light industrial uses and the addition of a permitted tasting room within the existing agricultural storage building will not expand the type of uses allowed in the neighborhood. The applicant has to apply to the Planning Board for site plan approval. The Planning Board can impose restrictions to mitigate the residential concerns about traffic, parking, and noise to prevent any detriment to nearby properties. I 2. Town Law U67-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The agricultural storage building has a Certificate of I Occupancy dated July 30,2008 and as such it would not be feasible to move the building in order to meet the code requirement. i 3. Town Law U67-b(3)(b)(3). The variance granted herein is mathematically substantial. It represents a request for 40% relief from the code. However, it is unclear to this Board if Oregon Road is a major road as stated in the Notice of Disapproval, since no definition of a major road exists in the Town code. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a setback variance in this residential/agricultural community will have an adverse impact on the physical or environmental conditions in the neighborhood. The setback of this building has existed legally since 2008 and it will not be changed by the I approval of the proposed tasting room and office. Concerns by neighboring residential property owners can be addressed through the imposition of conditions by the Board of Appeals and the Planning Board through the site plan review process. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created in so far as the building was built without allowing for the additional amount of setback required by the code for a tasting room on a "major road". However, the building, as it exists, meets all of the setbacks required by the code for an agricultural storage building. 6. Town Law M7-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a Tasting Room and Office while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dinizio, seconded by Member Schneider, and duly carried,to GRANT, the variance as applied for, and shown on the Site Plan prepared by Jeffrey T. Butler P.E., P.C. dated I May 20,2010 subject to the following conditions: Conditions: 1. That no further expansion of the tasting room as applied for herein is allowed without further review by this Board 2.No parking of vehicles on Oregon Road. Page 3—June 15,2011 ZBA File#6469—Lieb Vines,LLC CTM: 1000-83-3-2.1 I 3. The Bonded storage area may not be used in any way to support the events held in the tasting room except as storage of wine. 4. All outdoor music shall end by 9:OOPM. This condition shall not supersede any future town laws pertaining to noise. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit,and may require a new application and public hearing before I4 the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board.• Ayes:Members Weisman(Chairperson), Horning, Goehringer, Dinizio, Schneider. This R lution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing 7117 /2011 I I i I i i I MAILING ADDRESS: PLANNING BOARD MEMBERS QF SO(/Jy P.O.Box 1179 DONALD J.WILCENSKI ��V� DSO Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N ,r Town Hall Annex KENNETH L.EDWARDS �Q 54375 State Route 25 JAMES H.RICH III �� ^� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Mum S��v Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD E C August 30, 2012 pUG 3 0 2012 L .Mr. William Kelly TO.r 6 of SOUVOLo 22355 Cox Lane, .Unit#4 Cutchogue, NY 11935 Re: Proposed Site Plan for Lieb Vines, LLC Located at 13050 Oregon Road, 222' +/- east of Cox Lane & Oregon Road, Cutchogue SCTM#1000-83-3-2.1 Zoning District: A-C Dear Mr. Kelly: The Planning Board, at their August 27, 2012 Work Session, found that the requirements of the above-referenced site plan have been completed based on the site inspection made August 17, 2012. The site is now in conformance with the approved site plan dated May 20, 2010, prepared by Jeffrey T. Butler, P.E., P.C., last revised August 12, 2011. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, LS Donald J. Wilcenski Chairman cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building 'Inspector�( Jamie Richter, Town Engineer MAILING ADDRESS: PLANNING BOARD MEMBERS ��OF SO!/r�o P.O. Box 1179 MARTIN H.SIDOR ,`O l0 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS • �Q 54375 State Route 25 JAMES H.RICH III ��. (cor.Main Rd. &Youngs Ave.) DONALD J.WILCENSKI COU ,� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLDI—nn—�-C--E 011 October 18 2 �J Mr. William Kelly NOV -3 2011 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 BLDG. DEPT. TP,111'ff 11iT �lD Re: Approval: Proposed Site Plan for Lieb Vines, LLC Located at 13050 Oregon Road, 222' +/- east of Cox Lane, Cutchogue SCTM#1000-83-3-2.2 Zoning District: A-C Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on October 17, 2011: WHEREAS, this site plan is for the proposed conversion of an existing 5,569 s.f. agricultural storage building to a wine-tasting room and dry storage building, and includes a 12,122.86 s.f. bluestone parking lot and a 1,440 s.f. brick patio; and WHEREAS, the applicant submitted an application for site plan review on April 15, 2011; and WHEREAS, the Southold Town Planning Board pursuant to State Environmental Quality Review (SEAR) (6 NYCRR, Part 617.5 (c) (7) has determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5 (c) (7) "construction or expansion of a primary or accessory/appurtenant, non- residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls..." Due to the minimal addition of the 1,440 s.f. patio, the site is not subject to review under SEQRA; and WHEREAS, on May 17, 2011, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on June 9, 2011, the Southold Town Architectural Review Committee reviewed and determined that the proposed building was acceptable; and Lieb Vines, LLC Page Two October 18, 2011 WHEREAS, on June 23, 2011, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on June 27, 2011, the Southold Town Engineer reviewed the above- referenced application and has determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on July 7, 2011, the Suffolk County Planning Commission reviewed the above-referenced application and considered the site plan to be a matter for local determination with no significant county-wide or inter-community impact; and WHEREAS, on July 19, 2011, the Cutchogue Fire District determined there was adequate fire protection and emergency access for the site; and WHEREAS, on September 16, 2011, the Suffolk County Department of Health Services approved the above-referenced site plan dated July 22, 2011. It should be noted that the map stamped by the SCDHS contains minor differences from the site plan to be approved by the Southold Town Planning Board, therefore, any and all future reference to the approved site plan should be made to the map dated August 12, 2011 and containing the approval stamp of the Southold Town Planning Board; and WHEREAS, on October 14, 2011, the Southold Town Chief Building Inspector reviewed and certified the proposed site plan as a permitted use in the A-C Zoning District; and WHEREAS, all applicable requirements of the Site Plan Regulations Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met; be it therefore 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 RESOLVED, that the Southold Town Planning Board grants Approval to the site plan entitled "Lieb Vines, LLC", prepared by Jeffrey T. Butler on May 20, 2011 and last revised on August 12, 2011, and authorizes the Chairman to endorse the site plan. Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. Lieb Vines, LLC Page Three October 18, 2011 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved site plans are valid for three years 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. 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. Very truly yours, Martin H. Sidor Chairman Enc. cc: Building Dept. w/map Town Engineer w/map mask Town of Southold y Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.ik THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ' STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN tce I. on —gam met-'-- CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YORK. 3 I SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORKASSESSMENT Yes No € a What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within the Scope of Work for Proposed Constriction) Generated by a Two(2")Inch Rainfall on Site? (S.F./Acres) (This item will include all run-off created by site i b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed 9 Site Improvements and the permanent creation of - construction activity? (S.F.IAcres) impervious surfaces.) j 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION(Provide.Addisarral Pages as Needed) Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and ' Slopes Controlling Surface Water Flow. � , - / 3 Does the Site Plan and/or Survey describe the erosion to �b�J�iY�I� 4� and sediment control practices that will be used to � ❑ I i control site erosion and storm water discharges. This item must be maintained throughout the Entire �. Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? El 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? — ; i 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurfsdiaon ' General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or El - f Submission of a SWPPP is required for a0 Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of larger common plan will oimately disturb one or more acres of land: which Exceed Fifteen(15)feet of Vertical Rise to x I including Coo nstruction ac0vitles Involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permIt Is required for storm water discharges. I• (SWPPP*Shall meet the Minimum Requirements of the SPDES General Permit mpervious $ Will Driveways,Parking Areas or other I ! for Storm Water Discharges from Construction activity-Permit No.GP-"0.001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the Not.The NOl shall be j submitted to the Department into and/or in the direction of a Town tight-of-way? ; pa prior to the commencement of construction activity. 2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any I. constructed to reduce the pollutants In storm water discharges and to assure item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permlL In addition,the SWPPP shall Area?(Thtr rrem wal Nonmdaee the hfsteu■eon of Driveway Aprons.) identify potential sources of pollution whIch may reasonably be expected to affect the -- quality of stone water discharges. NOTE: If Any Answer to Queatiora One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-constructlon storm water management practice in a Box and the construction site disturbance Is between 5.000 S.F.&1 Ave in area, component shag be prepared by a qualified Design Professional Licensed In New York a Storm Water,Grading,Drainage'&Erosion Control Plan Is Required by the Town of I' that Is knowledgeable In the principles and practices of Storm Water Management. Southold and Must be SubmIted for Review Prior to Issuance of Any Building Permit. i (NOTE: A Check Mark(J)and/or Answer for each Question Is Required for a Complete Application) STATE OF NEW YORK, Notary Public,State of New York COUNTY OF. ........SS No.01 BU6185050 i Qualified in Suffolk Count,,,�h Co Qualified res rii 1,at, fo 1 That I,..!.:+�-!. .�,.....V -w................being duly sworn,deposes an says at e s t e is tfie app c r Permit (Name of indkvfdual signing Documerd) Andthat he/she is the ...... '! ..:............................................................................................................. (Owner.Caktractor.Agemt,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to { make anid 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 herewith. Srtom to before me this; ........ ............ :...........day o .............. ..........,20,,: ZI Notary Public: ...... .... ............. ... ... .. . . .. .. ..... ... .. ... . alu of pplican FORM - 06/70 I I Town Hall Annex Telephone(631)765-1802 54375 Main Road cn max(631)765- 5015. P.O.Box 1179 G'. roger.ClChertECUtOWn.SOUtA5nV US Southold,NY 11971-0959 ' �O BU11DING DEPARThffNT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 71 Al Date: Company Name: J Name: License No.: ?) i Address: 2 Phone No.: JOBSITE INFORMATION: /('��Ind.icates required information) *Name: U �. -- *Address: f T *Cross Street: *Phone No.: Permit No.: Tax-Map .District: 1 00 Section: Block: Lot: *BRIEF DESCRIPTION OF W RK (Please Print Clearly) -(Please Circle All That Apply) Is job ready for inspection: YES/ NO Rough In Final *Do- need a Temp Certificate: YES'(' ' O . YES"('"O - Temp Information.(If needed) *Service Size: 1 Phase Whase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION - .82=Request for Inspection Form U abed aadedS910N �s ems/ `� ��-d �o �•,+�� -- �;�-T�n►�� 6V -moo s'c`►oi---'- 1 7 N 3r,vtL-g nr W- %Ok:la 'X.� 07 S 2 t.. •no WZ (1'S'JOI� 17C c'vLL g •a .. .�.. ... a-. -�+.... .... �.• y 7, •.. _ � $�` ". `y,t �002a o-Sof/ :NOI-LVOOI 1 -b`z '31d(l ;I 'W arv)J1 s ial :sop 1 2-0 Z-7. se TOrAL 0Ff-I l - ' �32-7 5 � , Fa'c SaG/! A9 Sib RPa� �9-P- 4 2-�133 Y i, t Jeffrey T. Butler, P.E. , P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 February 10,2012 VIA HAND DELIVERY nTf C E �n Ms.Pat Conklin Building Department F E B 17 Town of Southold 2012 P.O.Box 1179 Southold,N.Y. 11971 BLDG.DEPT. TOWN OF SOUTHOLD RE: Lieb Vineyard— 13050 Oregon Road,Cutchogue NY Dear Ms. Conklin, Enclosed please find 4 sets of plans which have been revised along with ComCheck for the building. Please note that the plans have been revised per our phone conversation to include the following: • A note was added which alerts the contractor to the fact that a Fire and Smoke alarm system will need to be installed. Plans to be forwarded by the alarm company prior to installation. t • The UL listing for the 2 hour wall has been added to the 2 hour wall detail. • All of the exits are now proposed to be handicap accessible to comply with the 60%rule. The building will be at 100%. • All of the exit doors are called out to have panic hardware • A thermal break was added to the cross section around the perimeter of the building where the space is proposed to be heated. This will have to be installed to comply with the ComCheck. I have taken another look at the ADA restroom dimens and I find that e d ensions I have shown work as long as the doors open out as shown.'�s 1P r&Wo� SI Al 17.1 2003. If you or Mike interprets it differently please let me know. In addition,the applicant informed me that the Suffolk County Department of Health-Food Services permit is pending. A copy will be forwarded to your office when it is complete. If you should have any questions please do not hesitate to call. cerely, Je .Butler,P.E. closures Jeffrey T. Butler, P.E. , P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 January 13,20,12 VIA HAND DELIVERY Ms. Pat Conklin Building Department Town of Southold P.O.Box 1179 Southold,N.Y. 11971 RE: Lieb Vineyard—13050 Oregon Road, Cutchogue NY Dear Ms. Conklin, Enclosed please find 4 sets of plans which have been revised.Please note that the occupancy of the building has been reduced to 99 people with this new layout. The fire separation between the occupancies is shown as the 2 hour detail for the walls. The applicant is not proposing to install a fire sprinkler for the building. If you should have any questions please do not hesitate to call. S' cerely, Jeffrey .Butler,P.E. JAN 17 2012 BLDG.DEPT, Enclosures TOWN Of SOUTHOLD p"'b iS ..vv.� .v. . . . . . . . . . . .. . ..... . ... 6q.5. . . ... . . '' ' ''' . . ... s S .... .. . . . . . . . ... ..'.. TOG 68 . . ... . . . ' / . . x10. 6q .. EXISTING HEAD HELL -•..... $ \ 10.1. USED FOR IRRIGATION �o PURP05E5 ONLY kK 4 TOG bq NK �9' �.. PARTIAL PLAN 2r20 IQ ,,O 4i7 60 8o 100 GRAPHIC SCALE I" = 20'-0" <910 • 3uffoik County Depmrtment of Health 8mijis Approval for Than S• hle Family n Reference No. — — Oj Dear Flow—A GpJ Use(s) t SDRHG ST rJ These plane have been reviewed ifirr Paaral 44*rmi.with uffolk County Department of Health:8nry M ataad 06' relatiW to water Supply and .sewage 410paaat: 'Regardless of any omiesionr. accordance 'W or 1al�k ot'ddte . � is required to bi i.1 accordance with the att4dW peta�it :wnditfons and applicable gtandarde�unless spec ally.waived by the Depftmt.This approval expires 3 years frm the appmW.data,UWIew extended or renewed. -4B -rf._MW pproval Date ` 1 meter Li . Ks)MUSS.Be Inspected By The Buftlk County pept, Of Health Services. Call 852-5700;48 Hours In Advance, To Schedule Inspecdon(s) 50 HS APPROVAL AREA., COMcheck Software Version 3.9.0 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:New Construction Project Title: Lieb Vineyards Construction Site: Owner/Agent: Designer/Contractor: Oregon Road Jeffrey Butler New York,NY 206 Lincoln Street Riverhead,NY 11901 631-208-8850 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 4a Building Type for Envelope Requirements: Non-Residential Vertical Glazing/Wall Area Pct.: 3% Activity Type(sl Floor Area Dining:Bar Lounge/Leisure 2027 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factortai Perimeter Exterior Wall 1:Wood-Framed,16"o.c. 2576 21.0 0.0 0.062 0.089 Window 1:Vinyl Frame:Double Pane with Low-E,Tinted,SHGC 72 --- --- 0.390 0.400 0.34 Door 1:Uninsulated Double-Layer Metal,Swinging 63 --- --- 0.200 0.700 Roof 1:Attic Roof with Wood Joists 2027 38.0 0.0 0.027 0.027 Floor 1:Slab-On-Grade:Unheated 170 --- --- --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U-factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 5. 'Other'components have supporting documentation for proposed U-Factors. ❑ 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. ❑ 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. 8. Cargo doors and loading dock doors are weather sealed. Lj 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. Project Title: Lieb Vineyards Report date: 03/08/12 Data filename:J:\MISC—JOBS\Misc Jobs 2010\100034 Morton-13050 Oregon Road\Untitled.cck Page 1 of 12 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: ❑ Building entrances with revolving doors. ❑ Doors not intended to be used as a building entrance. Doors that open directly from a space less than 3000 sq.ft.in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. Doors opening directly from a sleeping/dwelling unit. Section 4: 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 system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. 7 , 6 .......... of NEW Name-Title �� T. $U� �� Date C0 w n avP 1 w 0734g3 ��C? OA) FESS\��P Project Title: Lieb Vineyards Report date: 03/08/12 Data filename:J:\MISC_JOBS\Misc Jobs 2010\100034 Morton-13050 Oregon Road\Untitled.cck Page 2 of 12 eCOMcheck Software Version 3.9.0 A Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:New Construction Project Title: Lieb Vineyards Construction Site: Owner/Agent: Designer/Contractor: Oregon Road Jeffrey Butler New York,NY 206 Lincoln Street Riverhead,NY 11901 631-208-8850 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Wafts (ft2) Wafts/ft2 (B x C) Dining:Bar Lounge/Leisure 2027 1.3 2635 Total Allowed Watts= 2635 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp I Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Waft. Linear Fluor escent 1S48"T8 25W(Super T8)/Electronic� � -., 4�� 4 12 100 1200 Total Proposed Watts= 1200 Section 4: Requirements Checklist Lighting Wattage: 1. Total proposed:watts must be less than or equal to total allowed watts. Allowed Wafts Proposed Wafts Complies 2635 1200 YES Controls, Switching, and Wiring: 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. ❑ 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. Project Title: Lieb Vineyards Report date: 03/08/12 Data filename:J:\MISC_JOBS\Misc Jobs 201 0\1 00034 Marton-13050 Oregon Road\Untitled.cck Page 3 of 12 5. Master switch at entry to hotel/motel guest room. 6. Individual dwelling units separately metered. 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: Only one luminaire in space. An occupant-sensing device controls the area. The area is a corridor,storeroom,restroom,public lobby or sleeping unit. Areas that use less than 0.6 Watts/sq.ft. 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: ❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. 10.Photocell/astronomical time switch on exterior lights. Exceptions: ❑ Lighting intended for 24 hour use. 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. • .• Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. OF N E W y "/ Name-Title 4gre C0 k F� 44i u CL * W W 0 Z 07349'6 ROFESS\O Project Title: Lieb Vineyards Report date: 03/08/12 Data filename:J:\MISC_JOBS\Misc Jobs 201 0\1 00034 Morton-13050 Oregon Road\Untitled.cck Page 4 of 12 COMcheck Software Version 3.9.0 Exterior Lighting Compliance Certificate 2010 New.York Energy Conservation Construction Code Section 1: Project Information Project Type:New Construction Project Title: Lieb Vineyards Exterior Lighting Zone: 2(Residentially zoned area) Construction Site. Owner/Agent: . Designer/Contractor: Oregon Road Jeffrey Butler New York,NY 206 Lincoln Street Riverhead,NY 11901 631-208-8850 Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts /Unit (B x C) Main entry 2 ft of door width 20 Yes 40 26 Total Tradable Watts*= 40 26 Total Allowed Watts= 40 Total Allowed Supplemental Watts"= 600 `Wattage tradeoffs are only allowed between tradable areas/surfaces. A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID:Description I Lamp I Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. �Main entry(2 ft of door width) Tradable Wattage Kµµ _ a _ , ,ww„uw Compact Fluorescent 1:Quad 2-pin 26W/Magnetic 1 1µ 26 26 Total Tradable Proposed Watts= 26 Section 4: Requirements Checklist Lighting Wattage: 1. Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable areas/surfaces,total proposed watts must be less than or equal to total allowed watts. Compliance:Passes. Controls, Switching, and Wiring: 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. 3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time switch. El 4. Lighting designated for dusk-to-dawn operation is controlled by an astronomical time switch or photosensor. ❑ 5. All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Exterior Lighting Efficacy: Project Title: Lieb Vineyards Report date: 03/08/12 Data filename:J:\MISC JOBS\MiscJobs 201 0\1 00034 Morton-13050 Oregon Road\Untitled.cck Page 5 of 12 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions: Lighting that has been claimed as exempt and is identified as such in Section 3 table above. Lighting that is specifically designated as required by a health or life safety statue,ordinance,or regulation. Emergency lighting that is automatically off during normal building operation. Lighting that is controlled by motion sensor. Section 5: 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 lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title Date Project Title: Lieb Vineyards Report date: 03/08/12 Data filename:J:\MISC—JOBS\Misc Jobs 201 0\1 00034 Morton-13050 Oregon Road\Untitied.cck Page 6 of 12 COMcheck Software Version 3.9.0 Mechanical Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: Lieb Vineyards Construction Site: Owner/Agent: Designer/Contractor: Oregon Road Jeffrey Butler New York,NY 206 Lincoln Street Riverhead,NY 11901 631-208-8850 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 4a Section 3: Mechanical Systems List uanti System Type&Description 1 HVAC System 1 (Single Zone): Heating:1 each-Duct Furnace,Propane,Capacity=82 kBtu/h,Efficiency=90.00%Ec Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 1. Equipment minimum efficiency: Duct Furnace(Propane): 80.00%Ec Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): Standby equipment automatically off when primary system is operating ❑ Multiple units controlled to sequence operation as a function of load 2. Minimum one temperature control device per system ❑ 3. Minimum one humidity control device per installed humidification/dehumidification system ❑ 4. Load calculations per ASHRAE/ACCA Standard 183. 5. Automatic Controls:Setback to 55°F(heat)and 85°F(cool);7-day clock,2-hour occupant override,10-hour backup Exception(s): Continuously operating zones 2 kW demand or less,submit calculations 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception(s): ❑ Ducts located within equipment Ducts with interior and exterior temperature difference not exceeding 15°F. U 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics Project Title: Lieb Vineyards Report date: 03/08/12 Data filename:J:\MISC—JOBS\Misc Jobs 201 0\1 00034 Morton-13050 Oregon Road\Untitled.cck Page 7 of 12 Exception(s): Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification 10.Hot water pipe insulation: 1.5 in.for pipes—1.5 in.and 2 in.for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: 1.5 in.for pipes—1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes—1.5 in.and 3 in.for pipes >1.5 in. Exception(s): ❑ Piping within HVAC equipment. ❑ Fluid temperatures between 55 and 105°F. Fluid not heated or cooled with renewable energy. Piping within room fan-coil(with AHR1440 rating)and unit ventilators(with AHR1840 rating). Runouts<4 ft in length. 11.0peration and maintenance manual provided to building owner 12.Balancing devices provided in accordance with IMC(2006)603.17 13.Demand control ventilation(DCV)present for high design occupancy areas(>40 person/1000 ft2 in spaces>500 ft2)and served by systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor airflow greater than 3000 cfm. Exception(s): Systems with heat recovery. Multiple-zone systems without DDC of individual zones communicating with a central control panel. ❑ Systems with a design outdoor airflow less than 1200 cfm. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. Fi 14.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): Gravity dampers acceptable in buildings<3 stories ❑ Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan 15.Automatic controls for freeze protection systems present 16.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted Exception(s): Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. ❑ Systems serving spaces that are heated and not cooled to less than 60°F. Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. Heating systems in climates with less than 3600 HDD. Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. Systems requiring dehumidification that employ energy recovery in series with the cooling coil. Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements: a)at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature,c)cooled to no lower than 3°F above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. Section 5: 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 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title Signature Date Section 6: Post Construction Compliance Statement HVAC record drawings of the actual installation,system capacities,calibration information,and performance data for each equipment provided to the owner. HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. Written'HVAC balancing and operations report provided to the owner. Project Title: Lieb Vineyards Report date: 03/08/12 Data filename:J:\MISC_JOBS\Misc Jobs 201 0\1 00034 Morton-13050 Oregon Road\Untitied.cck Page 8 of 12 The above post construction requirements have been completed. Principal Mechanical Designer-Name Signature Date Project Title: Lieb Vineyards Report date: 03/08/12 Data filename:J:\MISC JOBS\Misc Jobs 201 0\1 00034 Morton-13050 Oregon Road\Untitled.cck Page 9 of 12 COMcheck Software Version 3.9.0 Mechanical Requirements Description 2010 New York Energy Conservation Construction Code The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1. 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Duct Furnace(Propane): 80.00%Ec Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. Exception(s): The equipment and/or system capacity maybe greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 2. Each heating or cooling system serving a single zone must have its own temperature control device. 3. Each humidification system must have its own humidity control device. 4. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria: a)capable of setting back temperature to 55°F during heating and setting up to 85°F during cooling, b)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules, c)have an accessible 2-hour occupant override, d)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception(s): A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 7. Air ducts must be insulated to the following levels: a)Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces,unheated basements,and unheated garages. b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building. c)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. Exception(s): Duct insulation is not required on ducts located within equipment. Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15°F. 8. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 9. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A and shall be marked'181A-P'for pressure sensitive tape,"81A-M'for mastic or'181A-H'for heat-sensitive tape. Tapes and mastics used to seal flexible air ducts and flexible air connectors shall comply with UL 181 B and shall be marked '181 B-FX'for pressure-sensitive tape or'181 B-M'for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts. Exception(s): - Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 10. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: Project Title: Lieb Vineyards Report date: 03/08/12 Data filename:J:\MISC—JOBS\Misc Jobs 201 0\1 00034 Morton-13050 Oregon Road\Untitled.cck Page 10 of 12 1 112 in.for pipes1 1/2-in.nominal diameter, 2 in.for pipes>1 1/2-in.nominal diameter. Chilled water,refrigerant,and brine piping systems: 1 1/2 in.insulation for pipes-I 1/2-in.nominal diameter, 1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter. Steam piping; 1 1/2 in.insulation for pipes1 1/2-in.nominal diameter, 3 in.insulation for pipes>1 1/2-in.nominal diameter. Exception(s): Pipe insulation is not required for factory-installed piping within HVAC equipment. Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55°F and 105°F. Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. Piping within room fan-coil(with AHR1440 rating)and unit ventilators(with AHRI840 rating). Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 11. Operation and maintenance documentation must be provided to the owner that includes at least the following information: a) equipment capacity(input and output)and required maintenance actions b) equipment operation and maintenance manuals c) HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming comments d) complete narrative of how each system is intended to operate. 12. Balancing devices provided in accordance with IMC(2006)603.17. 13. Demand control ventilation(DCV)required for high design occupancy areas(>40 person/1000 ft2 in spaces>500 ft2)and served by systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor airflow greater than 3000 cfm. Exception(s): Systems with heat recovery. Multiple-zone systems without DDC of individual zones communicating with a central control panel. Systems with a design outdoor airflow less than 1200 cfm. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 14. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm-up,cool-down,and setback, except when ventilation reduces energy costs(e.g.,night purge)or when ventilation must be supplied to meet code requirements.Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cfm/ft2 at 1.0 in w.g.when tested in accordance with AMCA Standard 500. Exception(s): - Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height. - Systems with a design outside air intake or exhaust capacity of 300 cfm(140 L/s)or less that are equipped with motor operated dampers that open and close when the unit is energized and de-energized,respectively. 15. All freeze protection systems,including self-regulating heat tracing,must include automatic controls capable of shutting off the systems when outside air temperatures are above 40°F or when the conditions of the protected fluid will prevent freezing. Snow-and ice-melting systems must include automatic controls capable of shutting off the systems when the pavement temperature is above 50°F and no precipitation is falling,and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. 16. Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply of 70 percent or greater of the supply air capacity must have an energy recovery system with at least a 50 percent effectiveness.Where cooling with outdoor air is required there is a means to bypass or control the energy recovery system to permit cooling with outdoor air. Exception(s): Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. Systems serving spaces that are heated and not cooled to less than 60°F. Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. Heating systems in climates with less than 3600 HDD. Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. Systems requiring dehumidification that employ energy recovery in series with the cooling coil.. Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements:a) Project Title: Lieb Vineyards Report date: 03/08/12 Data filename:J:\MISC JOBS\Misc Jobs 2010\100034 Morton-13050 Oregon Road\Untitled.cck Page 11 of 12 at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature,c)cooled to no lower than 3°F above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. Project Title: Lieb Vineyards Report date: 03/08/12 Data filename:J:\MISC JOBS\Misc Jobs 2010\100034 Morton-13050 Oregon Road\Untitled.cck Page 12 of 12 .a.l,gt ,..i! ;;ak: 'eit�: `;1.: �`; �'{^.s'r;u v!•'�},:, .&A3:'�;c.. vuz_.: C°;•.�„,. �:r,.: :1 a¢rlt .'.,1,w, %s:An; @.,�ti?� �.1,.,.n. rF;�+ tor., • G 9Um,i';.,}I,`f.:n'c.i •� :: il:i, .I.." .'1;1 .droa,N,. 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IPv;:;:.•, ..1., BELGIAN BLOCK CURB(TYP) :;yr� ,,:'�±ti�` :.Gg�;'"ip.l;n;.' �;...,,r'G;'�d ';�l'. .,}':ea,a111 :,�a' •;.rt:`ta'i'� _ l(1 . .. � � �. '•�a'ip 5'�;;r,. ,i;"' 'r:1: i6�$`�>1+..'�'F,; 'f i?I jhl�l L.;;�;.M:IY.i't"tF'7�..'';II".',ni:t� ,t .e.•aa.' .,W,°',79:IW%'A.• Pcconic r O Q/y� I, ,9V':.i t-:,6i.rd.,;C }_.-.a '`: :i'' li, .°' ;C`',_•,,,.�`,r "; .3 d ... TEST HOLE -r•� � (�; ��C�p��p�� ` :i. vk ;,,t: t '"y,: ara„'.,,.;•',r,,,-' „• g Q ?�11'7KALL I Ai�. ;n �+1�,'Atv1` nl� l rl:;' ix�;, •� ;' „v 5' HANDICAP PARK NG 51GN(5) r 9:''! :k;r,t;f „ . �,.#.,,'::' i� Qa a BY: M�DONALD GE05CIENGE (•� .J. 4 ';,t' {4u a d, all r q: O � v 4 v z['s�: , , ts. 'dy t iC,q, ,'• p�m� � e@C' `,.w BOX 1000 ScOUTHOLD, N.Y. Ilq-1l ` 4 ° \\ a I� yf � N 631=165-3611 o°wPo�Potm w WATFR SUPPLYIDATE: T�IAY 14 2010OR BUILDING ° ® ° }fi: F ° ` Zs ni�l ,II.'f,�ky�i4�!FBI,I' ; pJC� .. v,C ' C �" � lPlEL.b55' GROUND LEVEL 0' I"RPZ DEVICE v ° Z°DRK BRN LOAM(OL) � �. i a ' - - '° v ° ° s � S � �.i , �`�, j, 0/Y QQ° 1 S VEL.64.5' ID'BELOW GRADE G4 ° a . °A5PH�ALT a � ' 4 d�7�, o �1DFdIVE AND.,° ,.,,� Feat Cut ue LU BROM SILT(ML) ' \\ �. S, °EL.62.5 3.0 BELOW GRADE s ° PARKI 6 iAREA ° [Lj��1l.�O •' ° i,�'-"3*� � �- q!L Cutchogoe Slstlo ' ' �BRN 510Y 5AND(5M) (� ° ° ° °°rr EL.b1.5' 4.0'BELOW GRADE ° dSANITARYp Y h u� .�� D� ° ° i o o KITCHEN WA5TE SYSTEM ,- PALE BRN FINE TO MED.SAND(5P) ` \\ a a °43' ' a �� ° 1 - 1,500 GREASE TRAP &' xb'DP(5'L.DJ y�'I b I �I VJ— f�� D PLAN V / �?�.' ::' . �r /� ��q _. . I - 1,200 SEPTIC TANK 5'lPx5'DP (4'L.D.) N cv EL.4q,5' 16.0'BELOW GRADE / / s21' ° I - LEACHING POOL 8'�x13' LIQ. DEPTH LOGAT101� MAi�: g ! S 5 O O I m RPZ DEVICE .� 1�'� PALE BROWN FINE SCALE. NONE / �� ° PAVEMENT AND ROOF O NOT TO SCALE TO COARSE SAND ` \\ / 5 ` � 9 FL i STORM DRAINAGE EL.425' 23A'BELOW GRADE ° AS-BU I LT 51 TE PLAN: !V / ��. . :-.. ' .. ° GRATES o oA� NO GROUNDWIATER ENCOUNTERED . 511UAT•E AT. GEvA �, GUTCHOOUE / �o fio o E'p tiT TOXIN OF 50UTHOLD / P A C S Soo To SUFFOLK COUNTY, NEW YORK. 5G TM NO.: 1000-&3-03-02- 2•I 2.Z- • / ` o<O ZONING 015TRIGT: A-G (AGRICULTURAL CONSERVATION) 50 BL 5TONE MILDING No.1 USE: DRY STORE MINE TA5TING RM) -- --� PA KING A A FEMA FLOOD ZONE: N/A it /0 , 517E DATA: EXISTING: AREA OF 51TE: 5g4,144 S.F. EXISTING .I Y BUILDING BU;LDING AREA: (13.63gAG.) • ® AC-�RIG. BLDG A 5,56q 5.F. DOUBLE ENTRY GATES AGRIG. BLDG B 5,040 S.F. NO SURFACE WATERS WITHIN ® \ F.AR. 0.01�85 (1.7g51;) i � �o o�/ LINE ELEGTRIGAL METER TEST OPERTY OJ 300 FEET OF PR L °\ pc��7j QQ�Q HOLE \ �' �5D' .�1 I K) NO WELL5 WITHIN 150 4a� b HIGH WOOD (� EIO®.: IMPERVIOU5 SURFACE: 5TOGKADE FENGE ��' ` ' AREA: 15 74 43 5 F 2.65 O FEET OF PROPERTY LINE S ¢ PUMPSTER S.F. ( �') —��., (DOES NOT INCLUDE BLUE5TONE AREA) R8° GENERATOR \ � �,� LOCATION • DWELLING N/O/F HOUSE C,ONN �. ¢ SITE PLAN BASED ON ORIGINAL 5URVEY BY: m V N •,, THOMA5 UHLINGER 4 TTYP of 2 UT, �¢0 -- NATHAN TAFT CORWIN III 0 \ KAREN UHLINGER GARDEN c �� P.O. BOX I6 JAME5PORT, NY IIg4� W (•(� X TEL: 631-721 20g0 Q D�0 P ING ,�� DATE: IO-I-Iggq RR GENE a .X Z IL P� D N/O/F \00 PROPANE TANK i .g FINAL SURVEY DATED: 06 25-20t O (TYP 2 PLG5) �o� ` SCALE-• I =20-O p 2�1z O I" WATER SERVICE EDWARD P. HUGHES AUG 7 \�\ ` BLUE.STONE APPLICANT/OY•1NER: .. F-+-i WATER SERVICE / O W PARKING AREA .. '' $UFF,CO.HEALYH S tVl, ES GONE POINT G0 MORTON BUILDINGS S i s 22355 COX LANE, UNIT No.4 SUIDF ICE I o "ASTE1�fP`'E ��• a1'. PATIO 1. o'Jb90 F li CUTCHOGUE, NY IIg35 O - R� -Ir 1 'i 631---04-4060 WATER METER AGRICULTURAL BUILDING 'A' `oU �0 S s� ll \` AREA = 5W 5.F. •c,lh.Ji _ ..,,3,•• •!, /O ° EX. • ELL f'I/ • , • �1�� I I , `Y EX•® �'.` " ;' " FOR MORE INFORMATION WITHIN I �-L•1 BUILDING I .� _ THIS AREA SEE PARTIAL �9� / EXELEG.YETER J�0' �II 0 AS-BUILT PLAN, THIS DW5 EX GEi�ERATOR '�s�,' TE5T HOLE , EX.PROPANE TAf•K5 �•ENGIr1��ER: 57 EX. ° EX ELEC.MTR HEAD WELL USED �- ^-T 0 /� EX.A/C,NT FOR IRRIGATION ��✓ x, EX.PROPANIE TANK / PURP05E5 ONLY ' �' �' �! '� y1'� Y li'j (Y r ) :C? � EX.WELL ' / � 0 Ex HEAv TELL,iUSED FOR FARM FIELDItTi IRR RATION RW05E5 ONL'r DEVELOPMENT RI&HT5 TO BE TRANSFERRED i I �� o' `k TO THE TOWN OF 50UTHOLD FARM FIELD C AREA = 554,144.44 sq. Ft. (12.121 M) N/0/F / { ... y• O MIGHAIEL DEMGHAK 4 i MARIA DEMGHAK JEFFREY T. BUTLER, P.E. DWELLING < N/O/F GREGORY A. BOYD o� J 4 SUSAN 130YP ,��o PARTIAL AS—BUILT PLAN � o � N O O 20 10 0 20 40 60 80 - 100 • • ltl < GRAPHIC, 5GALE 1" - 20-0 ! ) � LL cl� CD O O zLLi CD O DWELLING } I O O m z }� N/O/F �' ANTONE E. BERKOW5KI 4 GERALDINE B. BERKOWSKI 99 ba.o 1 �c_ � o NO SURFAGE WATERS WITHIN A- 1' 3` `L (� Q 500 FEET OF PROPERTY LINE v p 0 BUILDING 'B' — a DRY 5TORAGE Al 5TORM DRAINAGE 5Y5TEM %rr �4 i LU # V_ O '��4i r Z Z J d" N NO SANITARY SYSTEM OR N A�'b0 (2) 10 4) x 8 LIQ. DEPTH 0 O WATER SERVICE ��'� t y P4 LL O AGRICULTURAL BUILDING 'B' LEC-AND: AREA - 5,040 SOFT. PROPERTY LINE �• C O r �i I Z Lu SANITARY 5EWER z (� WATER SERVICE w BUILDING i' •� WOODED O Q EXISTING WATER MAIN w N/O/F �b c1•� __.. ___ __ __ _ _ - _._- STORM DRAIN GRATE COVER ® H. NORMAN MGGULLOUGH ° /0 PA(5E : SEPTIC TANK/GREASE TRAP l 0,/ �s / ` b, O LEACHING POOL +\ O AS — BUILT SITE FLAN °,� FARM FIELD TEST HOLE 00/ N/O/F MIGHAEL DEMGHAK .� " FINISHED FLOOR ELEVATION F.FL.EL. _ NO SURFAGE WATERS WITHIN 50 40 0 80 I(00 240 O�G 300 FEET OF PROPERTY LINE 560HS APPROVAL AREA: ORAPHIC, 56ALEof I t° m 0 3 7D II VINEYARD5 ,LIED CUTC H z O ✓- EXIT EXIT 0 z N T-O" - 8'-O 2 P-9" 22'_2' - OGIA55 DOO IL RESTROOM REFRIGERAT R NO OCCUPANCY I J w �� OFFICE o 505f o OFFICE EXISTING o n 330 s EXISTING c�.ft. Use B HALL b 325 sq.ft. o Occupancy 0 Use B Occupancy = 3.2 805f � ILI /. Q RESTROOM /NO OCCUPANCY RE615T R o 2 HOUR WALL A5 SPECIFIED ON PLANS } z N ((1�J PREPARED BY JEFFERY BUTLER, P.E. Z m / 505f j DATED AUGUST , 2012 o m o ('ID a� + O W L =1 O EXIT i SERVICE AREA i 2 HOUR WALL ASSEMBLY AS SPECIFIED ON z N PLANS PREPARED BY JEFFERY BUTLER, P.E. i NON-PUBLIC OCCUPANCY � ��''''' Q 1 45 sc(.ft. I DATED AUGUST , 2012 i VE5TI BU LE 1(1 SING. - WAREHOUSE 5TORAG48 j i a. o INCIDENTAL TO USE B EXISTING � Occu ran 1 .4 2973 square feet O U TASTING BAR J Use 52 LLJ1 I p z - - - - - - - --- - - - - - i, ;j �;. Occupancy = G W 71 55f BOX BASE; ANGLED DISPLAY O TASTING ROOM 13'-�' SHELF @ COUNTERTOP D- HEIGHT VERTICAL 5TACK5 ABOVE DZ EXISTING PRIVATE TASTING ROOM s 1 030 561.ft. I o % -" Use A2 REMOVE EXISTING AWNING X EXISTING CONFERENCE FLwv' jF%Occupancy 68 WINDOWS AND FIRESTOP = z 2355f N o' -3o FINISHED GRADE PLYWOOD I' cY = z VALANCE; PROVIDE NEW m I 4 DOORS TO MATCH ENTRY J O ! - COUNTERTOP; EPDXY BAR POLY (51MP5ON #7501 @ 30G8) > � i 4° PINE FINISHED EDGE BAND F m o EXISTING OVERHEAD LIGHTING COUNTERTOP EDGE (DIZ N w TO REMAIN; ADJUST HEIGHTS i, > OF DROPPED FUCTURE5 0 ,; OUTLINE OF BOTTLE BOXES zm %: o WINE DISPLAY CENTER t % BENEATH DOOR CENTERS TO ALIGN _ LL 3"x8" POSTS TO BE N ! X RELOCATED * PLACED AT 7'-2" w ; CLOSED FRONT BASE — DOORS TO MATCH ENTRY Ti F CABINET; STANDARD DEPTH �g rr �� rV V I N PINE IN51DE DOOR z �q SURROUND; 5TAIN TO MATCH wAL� u„ = OPEN SHELVING; 9" RADIUS W L EXISTING CASINGS I view'B" 2,_a, = COUNTERTOP EDGE m ECHANICAL w _ INDUSTRIAL BARN DOOR I� BASE BOXES ALONIG LOWER 5TORAGETO BE `NOTE: C) � • O OCCUPANCY HARDWARE AND SLIDE; BRONZ CENTERLINE OF ISP YTO ENTIRE WALL; 45`,ANGLE 45' BOXES; UPPERS ARE L FIN15H BY RU5TICA HARDWARE b BE TAKEN FROMCORNER z o VERTICAL STACKEDr l O } 475f OR APPROVED EQUAL ANGLE DISPLAY 5HIELP SHELVING TO WALL, NOT U VERTICAL STACK,ABOVE FLOOR DIMEN51 N Z U EXISTING 3"x8"P05T I Ie Q z EXIT VETICAL STACKED \ L R W BOTTLE SHELVES \ 7-5 1/2" 2'- " 1L& �PA�OF NEB,y PROVIDE WIRING AND VERTICAL STACKED c� �c,1 DEED O,p CABLE LINES; LOCATIONS SHELVES TO STOP; _ TO BE DISCUSSED 450 ANGLE CORNER ' �P SHELVES c� «� m^� �k I2 I" rn 2 `., LU PAGE: TA5T1 NG ROOM FLOOR PLAN AOFESS I 0 I„ _ SCALE. 4 — I -O,, 4" z O d w w m o/ z_ O N Z BOTTLE VALANCE 4"FINISH CROWN MOULDING U d N z CONTINUOUS AROUND / FLOATING SHELVES / U N , (TO BE DETERMINED) lu / z o � / w / 590 +/- N Q ' 4"SQUARE"SLIDES" / THIS WALL m} 20 FOR VERTICAL STACKING b / / 3n FINISHED GRADE PLYWOOD / COUNTERTOP; EPDXY BAR POLY� RACK5 RECESSED / 4'PINE FINISHED EDGE BAND BENEATH COUNTER / MAINTAIN 1 5"HEIGHT ON ALL OPEN SHELVES FOR STANDING L / BOTTLES Q } N / 24 N \A 24 4"BA5E uj 43 O i � O U _ / 7G 7G 77 "v OPEN SHELVES; ROUND Z 3'-0" T-I O" EDGE BACK,TO BOX DEPTH O I'-O" I'-3" V STANDARD BASE CABINET F— Q WALL VIEW "A11 L SCALE: 2' v Q � L o 0 � 0 L '2 0 s / n 7-5 1/2" bb / 4'PLYWOOD STACKED TV WALL BOTTLE 5HELVE5 / 120 " 375 +/- UNDER MOUNT LIGHTING / TH15 WALL ANGLED DISPLAY SHELF U Id Q0 4'PLYWOOD BOTTLE L z u / BOXE5 I G"X 1 G"SQUARE ' C) • / U 0 / 2GG , z U z z o U WALL VIEW 11811 0 SCALE: O F 2' = I '-O" �E c�Al u Lu PAGE: 07`50'Z �FFSS i m'\ 2 - -—-—- - ------------------- ------- ----------- ----------- -—-—- o ' ' Q Q N z II II - I I I III I I I , II I I w w o � om I 11 11 / I I I II , III I I I I I III 11 III III ' , o 3 - I I I I 11 11 I Q � zN X II I Lu j _ L :1 O U — L U N L TA5T1 NG WALL ELEVATION to SCALE: 2" U W 431 O !Z � H I � z I i I I 11 I i p/ u� Lu z , II I I I I I Il it 11 I I I I ' C) II II (S) >-- ' III I I i , III I I I I z z o . I I I I s E OF NEB, ti W11, — w PAGE: 0. 0 Fs 0 A � 3 "NO GUI ATI DN. IN'G SIGN M D1zA I NAC� GAL L r.y.I: rk�:` '•r', � ,4. {. ,a �.!1, "" ':�{I''; �,s:+ ARK ••�- u STORM H.G. P 1 T1Q k : " � � ANYTIMIE 51GN 5HT) I. ,�:�kl...:I;I;:.'Ih'k° ly r'1 h,I;:� :,,6 :i i ,r; k:,, • �,^I �h 'lI,i;Fd+�h,';� i(r'4, •'t � :,a�� ^t.,a �, •, ,1 . +.,,;"' hl � �i �� . DETAIL THIS 2,� , 3 ✓0 JF. BY: MGDONALD GE05GIENCE VOLUME - AREA X RAINFALL x COEFFICIENT PROPOSED ASPHALT PAVEMENT ,2 t, : ! ,H4r,N � . !y� , �, I11,+,dt,, $, •�, ,, a �, ,l, rl tir,+ �, v'' \ _ PROP. 1N, �• , .f I.. , a. .. ,s,.•,. a x � .: M�i, .r�.. I _ 9'!,�U'@ s,I`:1M1 'i,; r,=•.�� +,- „', , �. U: Y�I„„� U J, .-Y I c0_z 0 53 G F. ,, k, :+ r „k'2�';,Y G''.i:•;iG',,.,! �r ,u, ''� h.4,r.,, 0 9,. t,.gu.i h,..S�', � �pJlh,I,V=+'.� i �v„4f,«i$ .gip':)?."tl., BOX l000 50UTHOLD, NEW PORK Ilq�ll RAINFALL - 2/HR. O.Ibl 3,230 5F.x 0.167 x I. q d 44 a ,1:, ,�',; ` 17 del:rryt.:l,;?• ', yi". , ,'E�a'rs•,;:d.' �. i"0.:•.t:� ..,�tyrY,,. .. ASPHALT :':i.'.`tu.lt'.M;' ,.,P, E . 'J-.',,: .r w%' „S:,'..r,�{i, ,r„•,: ,a .Y' ?,`It` ,g1r.:, ( :,,d:,'�... 't'�:�'' „�,, 't. ,$ .;, { „t;,,, .,,!;,> :.7� m +,S.PC d,.t'Si,?.p.Yu C„ ,:, yid:•.rat.•: R EX T• TONE PARKING AREA - 104215.F• l.,:lt, •::y,+,1:r1',,:...hN;, ;� t ,r;' .:.,:�,f4'. ., + ,!. s, . . b31-�65-36�7 COEFFICIENT - HAL OF ASP T I.G PROP. IS BLUES , :: „'.�.�.``?-1�',£c,.,f l:'+R' .J oE' t•rr +E%;:: N;.�,y�IJ:. M'a7 .61 �'^iU.:�, I�'r k�+�,•y.! ,ut'* .+a J.,I:1: •„5.+::•: �fmi'%i .�:�",', f 'A:, ''�: .A.�yy.� �4n 1�.;1 �� y�,}-..�,: .;4• 1'�t.yw.'��r. . , ''1'�;J.,;i.h. .�,A ,�. ;UU• 1� ,'; I,6,;••�t d„ .. � = I,..,?; =:r-Sv :t-'fit,:,: '£U"'t,�+:al• d ,i,,',,v 4,.:.�1,:,,. 'i sy'!: .:Yt.A �,,r. d, "'ESL', ,�F• ,::rc e3:-''Ir 2010 COEFFICIENT OF BLUE - i.0 10427 S.F.X 0.167 X I.0 1741 G.F. DATE: MAY 14, t.. t �' ;, U°,tc..l.v,%'.� i il:.. 4J�x,.w"��I'�i;t�l :,y.l �;:Ir :,{:>'t�?7'': t �'I° ,Ir ��i'.r.✓' •(ghi:5,y ,��. fr'te. ,Pir ,< % d:,.ds'..n:::l, N'1@;ee:hF�Bula+ ;.tll,..£.re.,,it+7r'h;;;„.I, 6 PROP. . PATIO d 51DEKALK AREA 2 53 5.F. COEFFICIENT OF ROOF I.0 PROP ,3 1, ;.r,,,�P t�'� F a 11: r;,�% q,rl- :B'E'. L.,i``;:,.•rg tt `,Et .}'.,,.SI, '$"• ,,1.7,: :€ ,k'XRa',d b , i,.:i .vl:•,; 6. 'I;:n »�I .,S f.i �'.., ,i "-,t'd, 7 ,a.-:'h d'�tY„ .f I \ P. GONG, - I \ 2,353 5F.x 0.167 x ID 3q3 GROUND LEVEL O _ . 65.5 TR + t1'''p PROPOSED WTR M � EXIST.BLDG AAREA - 5 bq 5F. DARK BROWN LOAM fOl,•) � I - ,#Y�VI�j'zN d!I�,�iM kU'i4a. � ��l Jy Kk e{rlvl°"'�31, ', i'tl fin,{rl�lf'J�A,�Y'n; i�Y ,r ,., .. I'•nnnk a , t\ PROPOSED ASPHALT 5 bq S.F.x 0•Ib� x IA - g30.0 G.F. 1.0 BELOW GRADE !� �• PROP. 1 64.5 EL. r5 PROPOSED DRIVEWAY (PARKING Q BRICK �� {,, „,"',,,lJM`'a•� Iy?:: `'±�'��;,V„�' #��<..T....�: 1,,�,�;,,,:.�,',�r, .,J,1'" �� ° BROWN 5 (MU '.; GONNEGTIDN TD • � N AREA WHERE INDICATED) TOTAL VOLUME: - EL. h2.5' 3.0' BELOW GRADE WATER MAIN ��' 53q GF + I,141 G.F. + 3q3 G.F. + q30 G.F. 3,603 G.F. PROP. w �r '.;,M19illarii �' PROP05EP BELGI AN TL VOLUME RE012 = 3,603 G.F. oink Ana+nlnl} BROWN 51LTY 5ANP(54) ,� �; t• BLUE570NE• • . , 5 L• 0.5 BLOCK CURB (TYP) USES IN 'i •I �rcl ,ly}�� f i 7i. "N .,� E 4.0 BELOW GRAPE (4) 10'0x14' l�l'LEACHING POOLS � � I�1 Ir ug, \ VI'�`IP`w� ' �� 1� ' �rf�1 F1� : _ WN FINE TO .. - 5,0152 l0 O -O" b'-O" b -O PRoP•I"WJR'"� `� HANDICAP RAMP MEE EXIST. 25 1 I: PALE EIRO ` T VOLUME PROVIDED GF. •_'!;, �., .�•.. ,,,., IV(K G4PPF�' k BLUE5TONE r',•'. , t , �' MEDIUM SAND(5P) ELEV OF PROP PVMT �N a PROPOSED BLDG 'B' AREA 5p40 SF. i' (S KING EL. 4CIV 16.0' BELOW GRADE Q • , , _ - AI PAIR DETAIL ` r `��t'N0.5e'DOWN A PROP HANDICAP 5,040 5F x O.IbI x 1.0 = b41bb G.F. ^I;,.0 JG' ! y' t ' i,,� F . �P 1 t RKING 51GN '� �aT To SCALE � �` PALE BROWN FINE TO � . . - . . : • ' '� .. CURB, TYP .. / �,o VOLUME REQ'D b4163 G F PRAM 2" COAR5E 5AND(5hi) .2�p1 ,�•�C NMI U` (SEE DTL, TH 15 5HT USE: ra' qf��r cuca�yur s�.itun / �� EL. �F2,5 23.0' BELOW GRADE �� NEW OFFICE : . VOLUME PROVIDED = Ipg4.72 GF,.: j PROP BLUE STONE (2) l0�xb DEEP LEACHING POOLS RESERVED 13'x20' �� I NO GROUNDWATER ENGOUNTERED ti L W I � PARKING AREA \-� �3, WHERE INDICATED 1 - 1'I PARKING PROP I RPZ oen `'"F ` TEGT FROM FREEZIIJG ( •'� A CutdwRue� PRO . .,:-= '..:--.� --- O O / •5D' � � vu { S, - �� ,Tai':,�d' ; (SEE DTI.THISt�Yr6) -•-" ` O O ty l 1 T A . . EXISTING EDGE OF SUPPt.Y�BLDG � - O ,� . . . . . . . . . . . BLUESTONE DRIVEWAY 1 PRIVATE LOGATION MAP: TASTING RM �i� PROP05ED Q '' ` ` ,' ' ' ' . '.' ' ,9�G ..:.:. ''' ' PROP. PAVEMENT AND NOT TO SCALE 'C ----� ! �'�*��► �' / DOUBLE ENTRY �., . `SO;i : :": : .' . . . . ROOF DRAINAGE / GATE5 (TYP OF �. ':� / LEACHING POOLS �.' 3, PER OWNER) O _ C •. ;. .\ . . . . ::: .,:..::'.`:' . . I I i� :OPOSED CIHANC E OF USE: P4-6 ',. ✓ (4) 10 x 12 LIQ. DEPTH O _ PROPOSED NE1W r.�;�;� I /�� •� // 0 . . 51TU,�TE AT: ENLAROE PLAN K�' `cj / O PATIO OFFIIGE Tp 'e� x CUTe ROGUE (5EE 51TE PLAN FOR LOCATION) PROP05ED I" RPZ IN5TALLATION 1,440 5F ,� To TORN OF 5OUTHOLD O �. I- . 'Spy: ;• :' ': Q'. 5UFFOLK COUNTY, NEW YORK }ANDIGAPPED PARKINQ SIGN (SEE 5HT 2 FOR DETAIL) y O SCALE: (" - 120'-0" PRIVATE ,i -�� • � `�. � . �. / ;. NOT TO SCALE O 0 50TI1 NO.: TRIC - A-G (AGRIGULTURAL CONSERVATION)' � �0 / o ZON.Nt3 DISTRICT: \ O TASTING RM . . . . . . . . .. . . �".... ' . . . �A. .' BUILdING I CURRENT U5E: AGRIG 5TORAGE + O _f 13'x24' .` BUILDING I PROPOSED USES DRY STORE (WINE TASTING RM) PROPOSED O 3125 F ?: FEM, FLOOD ZCiNE: N/A PRIVACY HEDGE DRY STORE . . . . ��.' .'.. . . . . . . . . I ATA: EXISTING: PROP05ED: (5EE LNDSGP 0 EXISTING `gT `�ti.P____ O BAR/TA5TING ` OFFICE `? �. ." ', :'.' ' .'�:':'.'. AREA OF 51TE: 5g4,144 S.F. N.G. 5GHEOULE, 5HT 2) RM 118l SF NO 5URFAGC WATERS WITHIN o �p� O 13x20oA (13.63gAG� O �. . . ./ 4j r k EX. ELEG. METER /. . . . K1 300 FEET- OF PROPERTY LINE �/ ` 'o O MEN ° �� ?1N5 AREA: m w� PROPOSED 6' O R 'q�. . . .'. . .' EX. .:�GRIG. BLDG A 5,56q S.F. N.G. O NO WELLS WITHIN 150 ' '" �� ti/6b.0 S O WOMEE . . . . • . . .. . WOOD STOCKADE '�'�' " •�' • •� '� • � �� PRGp. AGRIG. BLDG B 5p40 S,F. FEET OF PROPERTY LINK O RR / . . r Q�• ��` F8 o TEST �� 1 q?. : . . . , . : .1' F.AF�. OOg4 (O.g49h) O.OI'185 (I.'7QSt5) h+-� N HOLE i / t- DWELLING , EXISTING ''•;'��. Q MPEIRVIOU5 SURFACE: (DC7E5 NOT INGLUDE BLUE5TONE AREA) Y r ' .� 0 5TORA6E AREA S EX. GENERATOR �' �� / '; . t () EXI: 17ING AREA: 6,300 5.F. (1.06#i) TO REMAIN ( F.F,=bb:8 QS ------1_. Qj. . . . . . . . . . . . . 'L ° �Q N/U� p57j IU / ' . . . . PROF�05ED AREA: 16,2g2 5.F. (2,�14%) � O THOMA5 UHLINGER 6 d �- • KAREN LHLINGER EX. PROPANE �� Ss' �0��' o .'. •'. .'. .'.'. . 51TE PLAN BA5ED ON OR FINAL 5URVEY BY: W m \0� M/,�,� Lf .� �.'; S� �G' e. . . . . . . . . . . . . . . . P.O. 1:30X IC131 X z 11 TANK5 TO REMAIN C D NAT!IAN TAFT GORWIN III PROPOSED •;...: 1� w DWELLING �p r.;.L; . . . . .� . .© �Gj .'.'. WATER SERVICE y:" va PROP05ED PATIO �' �o .c0 G{ .....• '• ' .' ' ' ' ' •' .' RIVE:RHEAD, NY IIg01 ►-•, 2f ,NN POINT 43' WIDE x 30' DEEP N/0/F c,°� '`� :o,. I�?. : . . TEL: 631-12�-2Og01•-"' GO �0 . �'. . . . . . . I . .'. . . . PAT"; 10-I-Iggq 6 AREA = 1,440 50.FT. - EDWARD P. HUGHE5 o EXISTING . . . . . . . .. . . . . y / . . . . 56A!_E: I"=100'-O" O PROP05ED s �.�, FOR WORK !N THiS A S1 �t,,0 GARDEN ,.•. /. . . . . : : : : • : . . : . . . : : . , lLl WATER ME�'TER Al. THIS D a 5 / .5 , . . . . . . : . :. �--� � cb` pL,gfy, 1. .? ADP'' t'•ANT/p1^INt=R: lv fi 'r PARTIAL �Ci >a _ --. . '- . . . . . , I® ... ..... . MOP' E,rJN F3UIL[�INGS - ►� ! r� : �. PROPOSED KITCHEN AND '-.:..•s: 0 ��'� 5ANITARY WASTE 5Y5TEM ... .� .� .�'.'.'. .'.:.'• ...•.•. . .'. •, :. .'. .'.:•;. .:. .,. . : '.'.'.•.� 223�5 COX LANE, UNIT Nc 4- .•.' i � � tv PROPOSED__ ------ 6 a EXISTING REMOVE EX. P.G. SLAB � GUT(%ROGUE, NY IIg35 AGRICULTURAL E1ILDING 'A' p. �� (MINIMUM COMMERCIAL 9Y5TEM)) //,��, WATER SERVICE �� a• :.,, $j c (l31 S.F.) REPLACE W/ L�. . . :.: :.: ..: ..:...: :.:.:.: ... : . . . . . . . . . 631--134-4060 �, AREA = 5,5bq 5Q.FT. O �' 0 1 - 5EPTIG TANK WO x 5' DP p.• PROP BLUE5TONE 5URFAGE :. . . . . . . .. . . . . . . . . . . . . . . >. x.� , STRUCTURE (4' LIC�UID DEPTH) . . . .. . . . . . . . . . . . .. . . .. . . . . •: • \ �' 5.0 a'' as � � tea . ?�3 I - LEACHING POOL 8'Nxl2' LICE. DEPTH o �� KINO QUA � _I \ �'0 F;`•_-::., > �� %, NOTE: MAINTAIN A MINIMUM 55i5 GRADE DUMPSTER LOCATION `B s EXISTING BUILDING 'A' cFry O • i'�I 9R .. . . . Ex ELEC.METER «- '•;>, � p WITHIN 20' OF SEPTIC SYSTEM 5EE DTL,5HT 2 �Q . . : RETAIL SHOP/5TORE = 15P /200 FT 6RO55 FLOOR AREA ex sI°rRAroR . . . . 5,56'� SC�.FT/200 FT/5P = 2fl SPACES REQ'D PROPOSED . . . . . . . . -NGINEF;': TEST f�oLE ::";r'::';: 6T.0 NO WELL5 WITHIN 15C7 ; 'i.� : iy'1 Ex.PR ANE eZ,e : ''"3:".€' x 66 0 'L •5r rANK� X.GARIAEN ,,' `,:,'<:` FEET OF PROPERTY LIINE OVERSIZED. . ,�p :. ' • PROP05ED BUILDING B - sso 4.-' PRKG 5PAGE WAREH05E /5TORAGE BLDG - 15P/ 1000 FT 6R055 FLOOR AREA �� N : ,,: �" .�.. .. k, �/, ' i 5�4, 5,040 50. FT./ 1000 FT/5P - 5 5PAGE5 REQV Q,E �T/ 0 O Ex A/6 u"T / NO 5URFAGE WATER5 WI THIN O,, /Y tt�p�P ` 1p� • ev, 300 FEET OF PROPERTY LINE �o--Iy - e, 1U' 23 PAGES + 5 SPACES = 33 SPADES REQ'D ,�," T lt I r �, �� W RESERVE PARCEL AREA 2b �',PAGE5 PROVIDED c�1 ! �� •.ya 40,000 5cl. ft. (OAO 06) FS EXISTING HEAD WELL INCLUDING(t) HANDICAPPED SPACE WOODED w` FARM FIELD FARM FIELD U5ED FOR IRRIGATION Ex,HEAD IRRI 64.0 DEVELOPMENT RIGHTS TO BE TRANSFERRED 1`'1 PURP05E5 ONLY AND CFO A 9 73 A P�'ZED MR IRRIGATION N/O/F RIRPo55 ONLY TO THE TOWN OF 50UTHOLD N/O/F i (1) LOADING 5PAGE PROVIDED C GREGORY A. BOYD AREA = 554,144A4 5q. ft.(12.121 ac) 'po MICHAE:L DEMGHAK 4 \ MARIIA DEMGHAK O d 5U5AN BOYD �k, -- JEFFREY T. BUTLER, P.E. -�S , 0 SCOPE OF WORK: Q NUTFS t� •ct x65.5 I.ALL CONCRETE GIRDING,SWEWALK5,AND DRAINAGE 5TRUGTURE5 SHALL CONFORM TO 1. PROVIDE PROPOSED BUILDING 'B' -a PLANNING DOARD 5TANDARD DETAIL5 AND 5PEGIFIGATION5. T I ;� PLAN 2. MODIFY INTERIOR OF EXISTING BUILDING 'A' A5 5HOWN. YY 2.TOt••B•1 OF 50UTIIOLD PLANNING DOARO SHALL DE NOTIFIED 45 IIOUR5 IN ADVANCE OF ALL GONSTRUGTION. R� 3. PROVIDE PROPOSED 5ANITARY WASTE SYSTEM, WATER � � 3.LOCATION AND GRADE5 FOR GURHS AND WALK5 TO DE VERIFIED WITH THE TOWN OF 5OUTHOLD xbq.0 ,� MIN R I SE G D RPZ S`. .� 4. PROVIDE PROP05ED PARKING AREA . . O 1 HIGHWAY DEPARTMENT,SG.D.PWr OR N.Y•S.D.O.T.PRIOR t0 GONSTRUGTION, 20 10 O 20 40 60 b0 100 �/ l� < } 4,ALL TRAFFIC CONTROL DEVIGE5,I.e.516NAL5,51GN5,AND PAVEMENT MARKINGS SHALL BE 5. PROVIDE PATIO, LANDSCAPING, STORM DRAINAGE, LIGHTING, IN5TALLED IN CONFORMANCE WITH THE GUIPELINE5 OF THE NEW YORK STATE MANUAL.OF UNIFORM GRAPHIC, SCALE I" 2.0'-0" FENGING, ETC. 5ANITARY SEWER ;' TRAFFIC,CONTROL DEVIGE5 AND A5 DIREGTED BY THE TOWN OF 5OUTHOLD,DIV1510N OF TRAFFIC SAFETY. 5.CONTRACTOR5 PERFORMING ANY AND ALL TRAFFIC CONTROL DEVIGE5,LAYOUT AND O z N Q WATER SERVICE W INSTALLATION WORK SHALL NOTIFY THE TOWN OF 5OUTHOLD DIV1510N OF TRAFFIC 5AFETY,43 rr^^ z HOUR5 IN ADVANCE OF DEGINNING SUCH WORK ALONG A TOM ROAD. - x - zz V � O O � } SANITARY YID D GA G: �C z � m z o EXISTING WATER MAIN W 6.STOP LINE 51GHT D15TANGE SHALL BE MAINTAINED AT ALL INTERSECTION IN AGGORDANGE ..�.. '' b' CHAIN LINK O O ~ -S (Y WITH AA5HTO REQUIREMENTS. t !- WOODED "1.ANY 51TE PLAN,ROADWAY IMPROVEMENT PLAN,AND TRAFFIC MITIGATION PLAN SHALL 68p �� • FENCE W/ GREEN �i LO BLE FLOW (DEN5ITY): p _ < Q_ 5TORM DRAIN 5D 5D f/` REFERENCE THE OTHER ON EACH AND ALL PLANS SUBMITTED A5 PART OF THE TOTAL APPROVED PRIVACY SLATS GROUNDWATER MANAGEMENT ZONE: IV (L/ ta- �� N/O/F SITE PLAN APPLICATION. ALLOWABLE FLOW FOR 51TE = 600 GPD/AGRE � � Q < FLOW ARROW ANTONE E. BERKOW5KI 8 �� (600 GPD/AGRE)(13.6341 AGRE5) = &,153.4 GPD LW v O GERALDINE B. BERKOW5KI �' O Z O 5TORM LEAGHING POOL ( ll� ry gyp• �'0 } �, l0'xIPAD FOR DESIGN FLOW GAL.G: Q ° / ly- 0 NO WELLS WITHIN 150 <1(9` Q DUMP5TER x 5EPTI6 TANK p/ FEET OF PROPERTY LINE Q PROPOSED STORM DRAINAGE SYSTEM p PRY USE = 0.04 GPD/5F � � Z � V d- O LEAGHING POOL /O (2) 104 x b' LIQ. DEPTH DRY STORE = 0.03 GPD/5F O Q H O O / NO 5URFAGE WATERS WITI-IIN 1L� LL EXISTING CONTOUR "--6----' 300 FEET OF PROPERTY LINE �}LPING 'A' (PRY STORE): a O lX 11� U- O -H/GR LINK FENCE AREA = 5,56cl 5F �Y � x 6 O PROP05EP AGRIGULTURAL BUILDING 'B' W!GREEN XISTING GRADE AREA = 5,040 5QFT. Q PRIVACY SLATS X 5,56q 5F x 0.03 GPD/5F = Ib7.O� GPD !04 CL I~ 6 a TE5T HOLE 7' �- P TOOL 5,0�40I 5F xB'0.04 GPD/5F 5 201.E GPD DRY }- z lLl F.F. _ �� EDGE #3 B 12" 0.6.E.W. I- 1- FINI5HED FLOOR ELEVATION �, 167.07 GPD + 201 b GPD = 368.61 GPD TL (/ Z " 1 n •• C O O GARAGE FLOOR ELEVATION G.F. - WOODED - '� • ' • '° .":a: DESIGN FLOW = 368.67 GPD ,yab y FARM FIELD - a `, Plop-25ED 5ANITARY 5Y5TEM: wo/F IMBE .• ZBA FINAL MAP 2" SAND BAND 5EPTIG TANK = 2x DE51vN FLOW SEE DECISION # ,h H. NORMAN McGULLOUGH _- �`'� WO/F MIGHAEL DEMGHAAK MOUNTING X JG13,6/ GI'll = 73/r34 lal'D �1.! SAFE DIG t FENCE EDGE 2-#5 TOP7 USI : 8'ro X 5' DEEP STRUCTURE 1� (� PAGE : ' o BEAM TO EXTEND BOT. CONT. (4' LIG2. DEPTH, 1,200 GALLONS) b Before You Dig, Drill Or Blast! SITE �`o ,� ''-°" �v3 TIES ® IO'-O' ('MINIMUM coir11�lERGI,AI. srsTEU Q NO WELL5 WITHIN 150 to MIN. BELOY4 o� 6Tp Q�. FEET OF PROPERTY LINE FIN. &RAPE 24 t O.G. CALL US TOLL FREE 1-800-962-7962 �2 LEACHING POOL = Ix DE31GN FLOW / 1.5 /5F/DAY NY industrial code rule 753 raquiRes no NO 5URFAGE WATER5 WITIHIN S��LQN A PLAN VIEW less than two working days notice,but not �`��' 300 FEET OF PROPERTY LINE 365.61(LEACH& RATE) 9 , `.,. : ,.. -ti:. .�:� 4 368.6-i GAL/DAY / 1.5 = ?45.`18 SQ.FTr more than ten days notice. 60 30 O 60 I O 180 2 9O 300 ��r'' Dl,l1�(P5TR5N�i�..ORR U5'Nr= (I) S'4� x 12' L1G2UID laEPTH LEAGHING POOL C�RAPHIG SGP�LC- 111 - /OI_OII 5GALE: N.T.S. (MINIMUM GC)MMERGI �L SYSTEM = 300 8l` of 2 CAST IRON FRAME AND &RATE/GOVER TOP5011-AND SEED TO N CAMPBELL IIb2 G OR APPROVED EQUAL q" R.O.W.WE NOTE M2 ' `OT��.+ GRANITE .JUMBO 13ELGIAN PER S.C.D.H.S.STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE FINAL &RAVE GA5TIN& 51-OCK INgTALLE P ON END SYSTEMS FOR OTHER THAN 51NGL.E-FAMILY RE5IPENGES-DATEPL JULY 15,20ob ij (FOR ADJUSTMENT `y \/,�v/\/� OF CASTING) / /% . SPAVED/U RFACE BLUE5TONE , TO GRADE-WITH CAST IRON iv \ O NAVY PUTY FRAME AND OVER-IF UNDER ( a//�/\/� BLDG O C LOCKING CAST IRON PAVED AREA a a'• F.FL.EL.66b' COVER TO GRADE'(TYPIGAI) CRAM �66.4 HEAVY DUTY AND LOCKING 24 ° xb6.0' z CA5T IRON COVER TO GRADE N T.O.G.=64M' 4 INV.64b'f ---- ---- 20'-O" IN•- - _-- ~- - _ "� MAINTAIN 5% MAX. SLOPE FROM EDGE OF SANITARY ' �. '' n • °, .,, APPROVED PIPE MIN.PITCH:Y4"/FT 20 N v TA,G.=63.15' SYSTEM OUT 20' IN EACH DIRECTION LI 63.5q' INV.63Aq INV. 404 two a" Lea 0=1 � �° � �� fi2 Y5' L6 d via ar" aCY9 aM, a i r<y aixu �4 S GT I 0--w RSA s lk.W, ... ,�'., Reed ate, o�rd i+=i R�+fl �SOM0 TANK 1 ° Wj R.-, a_,i Lrya a�� 3' MIN. h11N:#'.arA•. Wet W_➢ la Red o-•q Rt�q 3' MIN. 5qR 35 PVC. Wet C+ d p_i Rs„1 QL a:a1 �u PIPE PITC40 Ord �-4 u< t.] kul 1pl l e A 1.451 2 rya ° va Rao aAe� 4-4 H p.-On ::.��"�''• F;:d h••v-a p's-0 R=] a1 W4 ti.7� a'R7 LLULL��L��, A000 P51 CONCRETE r- VV vs-1 eM Pis pk_� Zj aa� r_n ate, ... E'i«i F..:9 l:M a."-4 Q71 ll�':R r RAJ ' -1 C&9 li:q p,rl yr:.� D:,..Y @c'-•j IM^•] AT 28 DAYS ON VIRGIN a wa f" R..d V:j Le..., b;:.d h", 5/4" UNDISTURBED 3C71L CURB PF-PRE55EP AT y L=:m l 9 R •1 n zi R_e ep_, .� Q _ DRIVEWAYS I I/2' MAX. L`-o Lk244 MA Rf��i a,�, K�, ¢>sd �, ABOVE FLOW LINE "_:, r� L•=_:9 a= a=� O�i L_.� a_➢ � ISAFE DIG �� ,��i L�� in9 p,�., �� -� �� S'-0" FLOW LINE k:.d v a t�d R,d v. d P:a d ca,a a1 : ' ' Pi-•d wed lbi-0 P.�] @x=n Cnienil mil O�ml .• .' . m GROUND WATER yy Before Your Dig, Drill Or BIaSfi! '�': R..7 9Tq k° W d 3-a' GOLD AR MATERIAL GLEAN SAND 0. �� 4=" GtA;�.SAND. CALL US TOLL.FREE 1-800-962-7962 GC�I EAR' S v..➢ COLLAR :•ITYPiGAL),, � Now kdnj ('CYPIGAI.)'•',. NY industrial code rule 753 requires no .� L�� w_•� P�9 P"m, R.� r.� a--.e - 130P.EL.50,15' less than two working days notice,but not FRONT V I E H more than ten days notice. .,.' h. .�,.p", •• ;:`' .Y•._.� . , 3'MINBO AVE pERLYINb 5AIND AND&RAVEL STRATA '' HIGHE5T UN t 6ROUNP WATER m 5 FOR FULL DEPTH. oGK GURU DETAIL HIGHEST EXPECTED GROUNDWATER = 316b' Br LOW GRADE EXPECTS(HIS TT I. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXI T5 ,�UME30 BEL.0 I AN 15LU565'AT MEAN SEA LEVEL) 9. 2. COLLAR MATERIAL SHALL BE CLEAN GRAVEL ONLY. NOT TO 50ALE U565 DATA WELL No.O53324.1 - WATER 0 34.12U TESTHOLE RESULTS( NO 6ROUNDWTR Eh1000N.'�-RED ® EL. 42.5' 3. ALI- DRAINAGE 5TRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. 4. FOOTING RINGS REQUIRED UNDER 19RAINA6E STRUCTURES. - NOT To 50ALE f3AGKFL.0W PREVENTER INSTALLATION NOTE: m � m PRO P05E D 5EPT 1 G R 15E R D I A RAM a-+ START-UP AT INITIAL INSTALLATION AND ' O AFTER 5ERVIGING= NOT TO SCALE THE DOWN STREAM SHUT-OFF SHOULD n> �« N LAN05GAPE 50HEDUL-E BE CLOSED. 5LOWLY OPEN UPSTREAM ;ryV. t1n, CQ SHUT-OFF AND ALLOW THE BAGKFLOW 0�KE'r g� BOTAN16AL NAMI=; COMMON NAME � `T (3 � PREVENTER TO FILL 5LOWLY. BLEED00 R AIR AT EACH TEST CCK. WHEN �- ',C� _ Q O TON 25 TFIUJA OGGIDENTALIS DARK AM g'-6' �o z � BAGKFLOW PREVENTER 15 FILLED, -- �p SLOWLY OPEN THE DOWNSTREAM `� � < 'NIGRA ARBORVIATE x ITS 5HUT-OFF AND FILL THE WATER SUPPLY -.� X 7- N" 0 TON NOT TO SCALE m SYSTEM. THIS IS NECESSARY TO AVOID (� O D15LOD6GINC "0" RINCGG OR GAU51NO HEAVY DUTY AND LOGKING p� IRRIGATION NOTE: DAMA6E TO INTERNAL COMPONENTS. HEAVY DUTY AND LOGK1146 GA5T' IRON COVERS TO ALL LANDSCAPE AREAS ARE TO HAVE AUTOMATIC CAST IRON COVER TO vRADE F8" MIN TRAFFIC GRADE Q T � IRRIGATION SYSTEMS INSTALLED AND MAINTAINED FINISHED GRADE BEARING SLAB FIINISHED GRADE L� y 2' 15" DROP 'T' 24" -- 24"- BBEARING TOP TRAFFICIN Q 20�_ "MIN u1 (IF DISTRIBUTION 20" MIN .. 20" MIN ry `Y V 2) PIECES OF REINFORCED N I I cv I�----- v POOL) RUBBER HOSE 4 DBE. STRAND F m PTO FACILITY �-- ;_ OUTLET #12 WIRE, TWISTBD. -----�- INLET MIN. 4"� 5DR 35 �__D____:9 _: 9I _l CEDAR STAKE W-O" PVC PIPE OR - Q--=91--�1 MIN 4"PIA. OUTLET ..., TI U =°^_� -= r 5DR 35 PVC, MIN 4"VIA. LONG 2" TO 2 3/4" VIA. WRAPPING (BURLAP EQUAL, PITCHEDrj OR KRAFT PAPER 5- 1I " FLOW LINE - MIN ye" PER LIN FT �( ( p _ 6V�AL.ENT 6 iA PIPE OR PYG 12" PINE BARK WRAP) z � .=.J �a.�.Q�-_- � PITCHED MIN. � _ EQUIVALENT �NC-�iroC_TR. (MULCH) IF NO 15," 13UIL121W WALL = z C _"9f cn Y4 IN/I FT aI BAFFLE I PITCHED MIN. NE GROUND COVER „ a 3' MIN. D` ( WALL Ya IN/I FT �� 3 CALIPER (MIND DRAINS TO BE COLLAR F ' 0 TEMPORARY----�� FINAL GRADE 2 DRAIN DRAIN PAN - -._. .__ 4 CID ^ SAUCER ° TO BE 12 xl2 I r -- � 4 `1 w LU "51, \-500 ON m W TOP501L L� --=1 �Fp�° DEVICE MAY BE B 4 B WHERE r�UPPORTED TO THE Iro SGJ� 6 MIN. PENETRATION -- =-- --z,-- --- --- - - OFESS\11 SPECIFIED. FLOOR WITH PIPE INTO A VIRGIN Lj STANCHIONS m STRATA OF SAND JEFFREY T. BUTLER?, P.E. 5'O" HIGHEST RECORDED GRNO WATER AND GRAVEL TOP501L - BAGKFILL Q NOTES (INTERIOR IN5TALLATIOW - r BAGKFILL MATERIAL 1,THI5 DEVICE MUST BE PROTECTED A6AIN5T FLOODING AND FRL-EZIN&. (GLEAN SAND t GRAVEQ Q 2. TEST GOOKS MUST BE P051TIONED TO FACILITATE TESTING. (30" MIN.GLEARANGE) -'� rT 3. DRAINS CANNOT 13E 5U5JEGT TO FLOODING AND MUST BE SCREENED. ~ 5PEG I F I GAT I ONS FOIL TREE Pl-AUNT I NC 4. PROPER MAINTENANCE MUST BE PERFORMED, TYPICAL SANITARY LEACHING POOL (LP) RY STOCK OF AN APPROVED SPECIES,GROWN UNDER THE SAME CLIMATIC GONPITIONS AS 5. DEVICE FROM N.Y.5. APPROVED LIST. / I 1. TREE5 SHALL BE OF NURSE 6. OMIT SCALE: N.T.S. \ u- (n THE PARTICULAR 51TE. THEY SHALL BE OF SYMMEITRIGAL GROWTH,FREE OF IN5E6T PEST AND PI5EA5E,5UITABL.E 1, DEVICE MUST BE SUPPORTED TO THE WALL BEHIND THE DEVICE WITH THREADED / FOR STREET TREE USE. RODS d GLEVI5 HANOER5. I I \ O Z CV O 2. THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF 51X INCHES ABOVE THE FINISHED GROUND LEVEL SHALL D. RE51LIENT BALL VALVES TO BE USED. LFAGHING POOL LP / BE A MINIMUM OF THREE (3) INCHES, q. A 5EPERATE SHUT OFF VALVE MUST BE INSTALLED. PE516N I• C,�ON5TRUGTION; \ � � I x � } 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITIH 600D HORTICULTURAL PRACTICE. THE FOLLOWIN6 15 10. DEVICE MAY NOT BE INSTALLED MORE THAN V-6" ABOVE THE FLOOR OR A I. ALL L.P.'s SHALL HAVE AN OUTSIDE VIA.OF b'OR 10'. pEGLARED TO BE GOOD HORTICULTURAL PRAGTIGIEL SUITABLE PLATFORM. 2. WHEN MORE THAN ONE L.P. 15 U5ED,ALL POOLS SHALL BE THE SAME 51ZE I DEPTH,EXCEPT THE D15TR. / ` O Z Q Q F- (1)THE TRUNK SHALL BE WRAPPED W/BURLAP OR KCRAFT PAPER TREE WRAP I THE TREE5 BE 5TAKEP WITH TWO 12. PIPIN9 MUST BE UNBRANGH!"D AND UNOgSTRUGTTSD FROM RPZ DEVICE TO MAIN. POOL,WITCH MAY DIFFER. i 3• WHEN A DISTRIBlJTION POOL 15 USED,ALL OUTLET PIPES SHALL BE SET AT THE SAME ELEVATION 4 BE I ( +� � � m '� D-- (2)CEDAR POLES 5EGURED TO THE TREE BY MEM6 AT LEAST 3"BELOW THE INLET PIPE, ALL OUTLETS SHALL BE PROVIDED WITH AN 0"DROP TEE. -' < Q (2) ALL TREES SHALL BE TRANSPLANTED BALLED lAND BURLAPPED,AND THE BALL 4. THE MAX.PERMI551BLE DEPTH OF A PRECAST CONCRETE LEASHING POOL 15 TWENTY 5'FROM FIN15HE12 - O I I �- U_ I (� Q SHALL BE AT LEAST TWO AND ONE HALF (2 I/2) FEET IN DIAMETER, ICE COMPANY MODEL, � C21M 16t GRADE. THE MIN. PERMI551BLE EFF.DEPTH OF ANY L.P.SHALL BE THREE'. (3) ALL TREE PITS SHALL BE BAGKFILLED WITH TOfP501L. RPZ HILKiN5 q-i54- 1.0" DOMESTIC WATER 5. THE MIN.VERT.SEPARATION 015TANGE FROM THE BOTTOM OF THE L.P.'5 TO THE HIGHEST RECORDED _I 4. ALL TREE5 L15TED UNDER(1)HEREOF SHALL BE BRAINGHED NOT LOWER THAN 51X(6) FEET -WITH AN AVERAGE GROUNDWATER ELEVATION SHALL BE 3'FOR ALL NEW L.P,'S INSTALLED AFTER THE DULY 15,2008. HEIGHT OF 10 TO 12 FEET WITH A MINIMUM 5PREAP OF TOP OF 4 FEET. PREVIOUSLY IN5TALLEP L.P.'s THAT DO NOT MEET THIS CRITERIA MAY BE AGGEPTEP BY THE DEPARTMENT 1 0 ri ON A CA5E-BY-CASE BA515.b. ALL LP.'S(IE.SLABS,DOMES,GOVEhtS,ETG)SHALL BE GON5TRUGTEP OF PREGA5T REINF.CONCRETE IQoDESIGNED TO BE TRAFFIC,SEARING TO MEET THE= REQUIREMENTS OF AA5HTO H-20LOADING, Z # -V Ct I 1. ALL�LP•'8 SHALL BE PROVIDED WITH ONE OPENING WITH A MIN.VIA.OF 20'. A WATERTIGHT I uE=5ro NE ►- O A FRAME d COVER 5HA L BE INSTAL ED AT GRADE F A TA I OGKING ST IRON L L P 6 ': - INSECT ROO DJUS BL L G - TY I E P N NGRE TE O '•:'`.ASPHALT GO - . - -- -' -• - - a tea; a a� a OVER EACH OPENING. \ I I Q U- �U� b. EXTEN510N GOLLAR5(6HIMNEY5)MAY BE U5EP FOR THE PURPO5E OF BRINGING THE GA5T IRON O 1n ASPHALT BASE COURSE: BASE COURSE a o Qa o a a GOVER5 TO GRADE PROVIDED THAT THEY ARE FIRMLY AFFIXED IN PLACE. THE EXTEN51ON COLLAR / / / l% /��% /\%�/\ �\ �\ �\�� \ \ \ \ \ \ / //\/ //\/ \/\//\/.�/.\/.\/\\/\\//\\//\\//\\//\\//\/\\/\\\�\\�\\� (GHIMNkY)SHALL BE OF RPINF.PRECAST CONCRETE AT LEAST 24" IN VIA. I SHALL NOT EXCEED 2' IN /,STABILIZED 501L�BA5E- 9555 GOMPAGTIONI (STANDARD\PROGTO\W % /\/\//\//\//\//\//\//\//\\j501L BASE,// // // // // //`// // // // // HEIGHT. / /\\/� q. THE TOP SLAB OR DOMI_ OF THE L.P. SHALL BE LOCATED A MAX.OF 2.5'BELOW GRADE. � / / / r / ,(4//�// /�/,/ ,�/ /�/ 10. ALL 5EWER PIPES 5HAL.L PENETRATE THE VERT.51DENALL OF THE L.P. 4 5HALL BE 5EALEO WITH QA FINAL MAP " `QiVIN/1\\��/J1 \ �� <'/ `�/ \\� \��/\��%��- /+� / SEC DECISI N # Z Y GROUT. THERE SHALL BE NO PENETRATIONS WITHIN POME5 INSTALLATION, b"m OUTLET GRAVEL ROADWAY 1. LP.'5'5HALL BE INSTALLED IN GLEAN 54 (DEFINED A5 5P OR 5W BY A5TM 5TANPAR05). PIPE FROM O RE5ID)ENTIAL ROADS PAVEMENT 5EGTION (MINIMUM THIGKNE55) 2. UN5UITABLE SOILS,SHALL BE REMOVED I REPLACED WITH GLEAN 5ANP FOR A PIA.b'GREATER THAN GREP.5E NOTES: O Ll PAVEMENT SECTION (MININriUM THICKNESS) COMPACTED WEARING THE LP.(THREE FOOT COLLAR)EXTEI PING DOWN UNTIL A HYDRAULIC CONNECTION 15 E5TABL15HED WITH A T I. CONCRETE TO TEST 4000 P.5.1 ® 2b DAYS 2" ,MIN,OF 6 FOOT 5TRATUM OF ACGEPTA3LE MATERIAL, 2. REINFORCEMENT MEETS&5.T.M.A-615,A-05 A5PHALT CONCRETE I 1/2Li COURSE - %x BLUE5TONE 5. IN CA5E5 WHERE GLEAN 5AN CANNOT BE ENCOUNTERED,A DE51GN FOR A N ALTERNATIVE SEWAGE C7EG5 WEARING COURSE COMPACTED BA5E COUR5E DI5PO5AL SYSTEM MAY BE REOV IN AGGORDANGE WITH 5EGTION XXV OF THESE 5TANOARD5. 3. ALL SANITARY PIPING TO BE 4"0 5DR 35 PVC, ASPHALT CONCRETE (EXISTING BANK RUN OR 4. THE BOTTOM 151DEWALL AREA OF THE L.P.'5 SHALL BE FREE OF DEBRIS BEFORE E3AGKFILLING. 4.ALL PIPING IN5TALLED UNDER BLDG SHALL BE PAGE : 3 1/211 GA5T IRON,AND SHALL REMAIN GA5T IRON b BASE COURSE OTHER 5UITABLE MATERIAL) 5. MIN. HORIZONTAL SEPARATION DISTANCES: A.BUILDING YJ/CELLAR = 10'-0' K.U/G UTILITIES = 5'-0" LEAVING THE BUILDING TO A DISTANCE OF 5' STABILIZED 501E BASE 6" FINE GRADE 501E BASE - B.BUILDING ON SLAB = 10'-0' L.STORM DRAINS = 20'-0" AWAY FROM BLDG PERIMETER G.WATER LINES = 10' 0' M.CATCH BA51N5,NON-LEAGHI% = 5'-0' 5,GALC5 AND DE515N PERFORMED IN }�I D. SURFACE WATER(WETLIS) = {CO'-O" • N.5AN.L.P. = b'-O" ACCORDANCE WITH 5GDH5 SPECS. DRI�EW,�Y P�RKINC �R�� BLU�5TO1 `�� F.PUBLIC WELL = 200'-0" P.PROP.LINES = 10,-0„ - . / G. PRIVATE WELL = 150'-0" 0.T.O.SLOPE = 25'-0' \I/� I EL.D 5EGT1 ON H. RET.WALL(WTRPROFF) = 10'-0" R.BLUFF =65'-0" SEPTIC TANK - 1200 GAL. (ST) - /r PAVEMENT 5EGTI Oil 2 P�RKI I `lV � J.U16 FUEL TANKS = 20'-0" 5.5EPTIG TANK = &-0" NOT TO SCALE NOT TO 50ALE SCALE. NOT TO SCALE of 2 : N RKING " H.G. PARKING 51G 'NO PA `Ir:' 10 ."t:" `i'i ':1' ':`d't`.•1 ,i:y;, ,:•4';'d .Wc a' ,'P,,;:?'f2,,.pi, `t'yiI .,: y tiS PROP.4 m STRM DRNG .," r. � t � •,�., { � �,s �• �,� : , �� i NYTIME 5 GN T S 5FI TA L THIS )SEE _ R �o PROP05ED TONE M RA I NAG� G GU AT I ON !.. UE5 STORM D AL .I,. LNG 5 ART PLAN .�,: t t: I yv Q 1y .i'i;•' 4 �y ,. •r, 'fit: I.. � ;rr`N.i:: ,try:.^"�:,, , '�•r a !�e'' .'�aa :�i ,116, t'° L °7k.«4... :i .•6, :aa.. -- � FOR GONT'N - - 7 5. •a�'s :".. ;, ,� � rE=,�.3 ,',:;:, �'r!:. k"e/• VOLUME AREA x RAINFALL x COEFFICIENT PROPOSED ASPHALT PAVEMENT 2 8 43 5F t,' � _ i; PROPOSED J4 B E COURSE •� �:- 1 .�:,., x +I; ,�d''".'.iirk a,.,.�t.r: I r,a Q •/,'/ ✓ PROP. ::�^' `I .�,: ,r ,;::r•r�,� �'. �F :. »;:�_-:.. - - .�. a, tad'".. �m RAINFALL 2 R. O.Ibl 2185.43 S.F.x O.IbI x L0 465.11 OF :i CONNECTION TO �,�{' r ASPHALT ,.�.:- ._. ,;:E m: / / - .. - ,,.:,,., .et.- 'r-t'..:'. ^.,.y,_i.,�-:'t.,,,t-f.,..,aa..,,-:.._ ,�,,_.;.,--r°. ...i..„ ^;�.,e;:'r'..,9d 'r:�;'r<...;,...r,s,,�:-r.';r."� ..i,: - / I Y` _ .. .. _ .,, ..,. .t,,...' S:=,m:'.1. .,•.t.i r':'1�,,m'ry1.:r..,t,i_'..��,',_;p..i=i;,+'h�:....},..5:.'�'x :,g,. ,. y+.t.•q•d"d'r<.t v.b..,,£x...e i bt'_:-. :.,i r- A N GOEFFIGIENT OF ASPHALT L0 PROP. 3 EXIST.BLUESTONE PRKG AREA 12,122 86 SF \ \ � WATER M I � �" : ,,. <�'E., ,�:� �-, ., e�.a,�t;•(r.;...�, ,. ;' .:s�J;a.t,- ,:.� +:., ,, F \ \ SOIL BASE \/ / / /\/ / � / � / t -,. I:,t.y,f5„ <Ir ;gt':�x.;x,i'+ :^h.. �.•�:.t{''A x - , 'X \ ;' a d n.:• di' 3t r.-', .1 t r r''^a... \ \ EFFICIENT OF BLUEST NE I.0 ,f ." r ,.:I::. ':,,•,. , ';F;:,, .. :; .,::, :•' - \\,\ q GO 0 . . , 12,122.86 S.F.5.F. X 0.167 X L0 2p24.52 GF ,I .. a.,:,,,r.. r ' :. .,�,, ,. , ,,K,; If,*a,��:�:: ,�i�:k- ' @. °.11 / x _ P X.-. �•..1:+, ;fib.: COEFFICIENT OF ROOF I.0 PRO PATIO 4 ID K AREA - 2 53 SF :,, .., .`t.. A'`\ \ . . .. PROP. S EWAL ,3 ,.,,,:;. '.r ... ,:;;Iy M.,�'"=,<s. ;K•' ,.;.;�.�•;.1-:: ,iJ:,' y\ / t;a, z:, .,g = L4 ._Po .,,£ 'ma=• ,;7',t�*`xc,rMjig` X m _ �t - PROP05ED P //LNG - a .;'14 j. � \ 2 53 S.F. x 0.161 x IA 3q3 GF 5��'.ff�i'- �.? ' TRENCH DRAIN I`� .p ,3 as;✓ oG 63 / AREA 5 SF �=�- '�::,�. .�IST.B DG A bq t'�,w.Y EX L r VEL ROAD �. ni GRA r5 �ar_:;"t T 5EGTION 3 b3 -J• / 5 SEE SHEET 2 � PROP. ASPHALT DRIVEWAY - :'�_' „�.� rl,:r,:'.�I ,+ r�.,,, �,,.;' ,�..:.,, � (MINIMUM THIGKN�S ) , SC,bq S.F. X O.Ibl X I.0 - g30.0 GF i' .�,., ':;1'`r�:�,,#r`< ;i : o � � _ ..� \ I' PROP. I� {� 'i�":- -i»,•'rrr' rq r ��••ATI{,.•*ryr .¢w:n:,3,,.,,. � , Q P q • FOR DETAIL N WHERE INDICATED) �,.. GO p (PARKI G AREA TE ) lk 2 I / BRICK " m m'+= ':k: ' C,MR5E -9 BLUE5TONE N \ '11n Yss'4;<I'. Sul �'+h;:, ti W TOTAL VOLUME: :_� " {.`ci•,,ill t;,p d�'' ''�:. Duck Pontl Polnf�'` Z COMPACTED BASE COURSE V` 1 + _ _ - • 465.11 GF + 2 2452 GF + 3q3 GF q30 GF 12,bq GF I ` ,'.:.:;; ..• : ;� ' r",: ,F' , Z .q• l OG 66.1 PROP. p 3,8 .....,z.,:,%�I;. (EXISTING BANK RUN OR Q� .'tl . _ �•7r ._,i,, gka; . z - b 662b TL VOLUME REQV = 3AI2.bq G.F. - OTHER SUITABLE MATERIAL) V �./ '\ NOSE DOWN �Q �- to • w '� UA �' HAFIDIGAP RAMP BLUESTONE• hKR, "e ,�+F f ,;R'I G,:a Gl1RB TYP. SIt �J .. U11 f D.'P ,. 36i PROP. BELLIAN USE: " z ° FINE GRADE SOIL BASE - 1 u I_Ou 8/_Ou �I_Ou ` (�(+' I1 . ,�7 (4) 10 mxl4 DEEP LEACHING POOLS b M q-0 g ,5. BLOCK CURB MEET ELEV OF � 5AW-VT EX.PVMf �-� ;��) '•. x6l 8 (ryp) PROP T EXIST. VOLUME PROVIDED = 343152 OF TI BLEND IN NEW, %.. ✓ ,� A� PROP HANDI P BLUESTONE " , BLUE5TONE - LU 1p •• • '1f,3 ,t tt Igl` yr O I�•.t CutchoRue p T- TYPICAL PARKING DETAIL MAINTAIN VALLEY �� / 6( •2 `�/ 1 1 p !' � t F� q A E 4. ® �,4 x :�• '�` ;q PARKING SIGN EXISTING BLDG BAREA = 5 40 SF PARKI NC E I ELD SEGTI ON NOT TO SG L b14 �C `� 5,040 5F x O.Ib1 x ID - b41.bb GF � � GUTTER >�' �� , � 2 Ip'm 66• � y (SEE DTL,THIS SHY) ,'. - a W �� 62. TQG, �. '�� EX. DRAINAGE POOL5: Jj ;-,Ig �L utchogueSbtbn NOT TO SCALE ENLARGED PLAN . O>: . / b " ' _ , �S G o 0 / b "8 •Q' 3 (2) IOxB DEEP LEACHING POOLS �, �F ';,, �' LU \/ . ... b2 / / x_ �!'' ��, X'. _ �S` OA S VOLUME PROVIDED - I,Og4.12 G.F. roe "`4yA> a,. m > PROP05ED TRENCH DRAIN INSTALLATION +\co _ / / Q ,y 4 :.•' •'p�bb; ASPHALT CONCRETE TYPE b (5EE 5HT 2 FOR DETAIL) / / '� �', bS�b• .. °; c `� - \ `T/ Mn �SC 6 -- - RESERVED SCALE: I I-o ... . � .X / 6 . . e,l: •.6+ � �+ �,� � 8 O ` .' / / x 4 x I EXISTING EDGE OF BLUESTONE DRIVEWAY - o ASPHALTQASEGOURSE D: �e �G �F LOGATION MAC': � g _� FS o PARKING • 67. ',, <s� - � � � i/ /� �� i� �� r� ! �:�r;�?i� !•C�l\�/.� '�` ��; / f� / UA' l.►3 �, x. �Pc o PROPOSED KITCHEN d SANITARY WA5TE SYSTEM NOT TO 5GALE / STONE BLEND BASE-95%COMPACTION(STANDARD FPROGTOR) i PROP I Y�fR .:m` �3! X I - I O GREASE TRAP 8'�xb'DP 5'L.D 5�V(K COPPER) L , ' ' �6�'.a bb Ie. ,50 ( J I - 1,200 SEPTIC TANK 84x5'DP (4'L.D) PROPOSED GHANC E OF USE: a� PROP,.2 ;�' / / / '1 G Toc b�3 . Q 67 I - LEACHING POOL 8 Ox13 LIQ. DEPTH ,/�%�j %; To BRAIN THRU� / 63.6// • ' 6 O ! ......... ' 69 MAINTAIN A MIN. 5% GRADE WIN 20' OF SEPTIC SYS. SITUATE AT: 5 f .`14+; EXT..WIW: / / " O TOG l5 x�bl c L�73.'.' GU i GHOGUE +� C *" 1! PAVEMENT SECTION (MINIMUM THIGKNlES ) -� 2, ;% `• * i . '� 1 HANGE(S� %, . " ij - O� / / UA -�-�t,q . .- , b� ��N :03•✓'' . .. .. ..,'.•. .... PROP BLUE STONE PARKING AREA WHERE INDICATED TOXIN OF SOUTHOLD �y'8 a��CdCdt ► O ASPHALT CONCRETE t I/2" �GT.6 (.' r- 3'•" SUFFOLK COUNTY, NEW YORK D`vmt12 nt WEARING COURSE NEW OFFICE / m�j / ( s O'' PROP. PAVEMENT AND ROOF o� ASPHALT CONCRETE " P4-6 13'x20' iA��%,,// / / /o �• . PROPOSED N f '��iy.`�'` z ��• .'.'.'.'.'. ' ( DRAINAGE LEACHING POOLS J'F SGTM NO.: 1000-83-03-92 BINDER COURSE 2 I/2 I o�M +ti/ . '.:. / BS PATIO OFFICE �;'., �� .. . (4)JO*x 12' LIQ. DEPTH oT oo ZGNING DISTRICT: A-G (AGRICULTURAL CONSERVATION) pRpp I m/ 1,440 5F 7.8 13'x20' T, SF 't'Fy BUILDING I CURRENT USE: AGRIG STORAGE " \ / / STONE BLEND BASE 4" , PROT$GT FROM FRffZIN6 I mL i / UA (SEE SITE PLAN FOR LOCATION) , , 113, ,o �O, �''.' •' p o sr�i BUILDING I PROPOSED USE: DRY STORE (WINE TASTING RM) HANDICAPPED (ME M THI5 ) , / b m°` B PRIVATE \ ,�� &T7 . : ' �°F o P c'yT FEMA FLOOD ZONE: N/A p , �i,�; TASTIIJG RM TOG • ti ` �Q TOG 685 R P� s DRI VEhIAY/PARK I NO ,AREA PARKING 516N ` ' - •'� 13k24',312 5F 665 . TO .•� bbp cy �a To SUPPLY FOR BLDb �� b`' , b66 2 . ... ,�0 . P'"• ��GTy e� 51TE DATA: EXISTING: PROPOSED: O PAVEMENT SEGTI ON NOT TO SCALE PRIVATE bb3 _ - � oho AREA OF SITE: 5g4,144 S.F. N.G. Z TASTING RM � 65 a 61 � ••X� ,o'• / XGL �°`� l .: -,1 NOT TO SCALE PROP. IVAGY SCREENING q lb3 lo'm (13.63gAGJ u- (5E NDSGP SCHEDULE, o "7 'LDING AREA: BAR/TASTf1NG RM �. '.'.. .. �S 1,01 5F EXISTING x F+ ~• EX AGRIG. BLDG A 5,56q S.F. N.G. 0 oFFICE ry /sue .. ' ••... TOG bb� Ex. AGRIG. BLDG B 5,040 S.F. � l \ G'� I3'x2o 0 ' . F FAR. O.DI"185 I IC115 N.G. NO SURFACE WATERS WITHIN O �O ��p PROVIDE SCREENING ALONG O 'j 1.0 A 66.A.'..'.:.' ' x�1 q. • 300 FEET OF PROPERTY LINE ENLARGED PLAN ( ) ' � � �j p��` , Q PROP05ED 1"RPZ INSTALLATION PROPERTY LINE(WEST 51DE) ��. X.L ' bi.a MEN ,' ''.. �i b1:4 d4 IMPERVIOUS SURFACE: (DOE5 NOT INGLUDE BLUE5TONE AREA) Q m � (5EE SHT 2 FCR DETAIL) (SEE LNDSGP SGH.,SFIf 2) \ EXISTIN ' ,�� j TOG ba.l5 N EXISTING AREA. 6,300 S.F. (I.06%) NO WELLS WITHIN 150 'C�' ¢ pc a'�' 1 " \ EN BUILDING \ ;. . . +. . ., x BOG 66b �bbp SCALE: I = I-O L •QQ• �•' •' 6q, O PROPOSED AREA: 15,-74-743 S.F. (2.65%) FEET OF PROPERTY LINE PROP.DOUBLE ENTRY GATESbx RR y (TYP OF 2) DWELLING X TES blb •r TEST HOLE r; EX. ELEC. METER v `6q2. .:. •4 00, N/0/F �� HOLE'� � EXISTING 0 5TORAGE AREA 5D 5D T eb BY: MGDONALD GEO5GIENGE IY 04 THOMAS UHLINGER 4 1 x6�as ' fix; �� PROPOSED b \ �� ` FF.=61.93 cam•. -1 10'm • , . BOX 1000 50UTHOLD N.Y. I Igll �/ O • � KAREN UHL!"JGER WOOD STOCKADE \ \ � � =' �j T X 'if' . O�', I b .. .b69' •Gab ' _ 64 \ y • x - 2 .. '. i�. �' l2 r Qt x DATE I MAY 14, 2010 EX. GENERATOR (,�' --- - � < PROPOSED �0 DWELLING TO REMAIN x6 J �" �Ui ` . Q <Gai PROPOSED • i2•? - H LL X Z :; Q :.• O /�. L'OG• ,'. . EL.b55' GROUND LEVEL O WATER 5ERVIGE P N/O/F ¢ $'' �o i' / \ 'SEE•DTL 5 2 OG 68p r`_>.4 DIRK BRN LOAM(OL) O PROP. HOUSE CONN \ 2 �' CD O GONN POINT EDWARD P. HUGHE5 W/CLEANOUT, TYP OF \ ` Q \ 7.l r74 i:.':.: . . . . . .xZI. x�i, EL.b4Y 1.0'BELOW GRADE 64 PROPOSED PATIO EXISTING c �!i 6 a 2, SEE NOTES, 5HT 2 h \ \�0 �� hTq 68b • • •' •' 1f.3 b $ROWN SILT(MU O _ PROP05ED ` r 48' WIDE x 30' DEEP GARDEN - / WATER METER - 440 SOFT. � y . 4 LLl AREA - I, / l S 6�\ � �� EL.b2,5' 3.0'BELOW GRADE � (,L r - ,t . . _.---'' [D � � x BRN SILTY SAND(5M) � O o' �?D PROPOSED SILT FENCE AND � � °•' gp �:e': ' ' •� 7� ,� �o, bq,o $ p EX. PROPANE TANKS (TR) : EXIST. AGRICULTURAL BUILDING 'A' O k�0 /� HAYBALES, INSTALL ALONG �' �\ EL.61.5' 4.0't3ELCW GRADE OG Aq• PROPOSED \ .,: �' (TYP 2 PLOW �.� . TOG.'. . . .';.'. .'. . - ��, AREA = 5,5bq S.F. 011 O,, PROPERTY LINE AS 5HOWN, EE b PALE BRN FIW- TO I WATER SERVICE 1 3`j REMOVE EX. P.G. SLAB %•. . . . . . . .,. • • • • ••• SHEET 3 FOR DETAIL5 0. MED.SAND(SPJ p0 �I (131 5.F,) REPLf W/ PROP. '' •. .'. ... . •. .•... . . 65 0 �a7i Sro ' ` �S• �`�l0 I BLUESTONE SURFAGE 67.a:'.' • . EL.49.5' Ib.O'BELOW GRADE hB,T'..'. . . . . . 11.3 IEX. %s ° FOR WORK IN THIS ?AREA SEE ?0 ��i OCbb.4 �O -x'' •' - X PALE BROWN FINE TO GOARS>E SAND ✓ (SW) � LU `' -� ILDING .��. -��P' ` PARTIAL PLAN, THIS DWE> >9 cp•� 8, EX. WALL -Ii b1�'I . � . . . .•. .•. .•. • : '. . �. . . . .•. .'. . .. . ..��.�'. .'. / EX ELEG.METER :. SJ/� FxGENERATOR %13 ` ;::� s.. z. �� G x. . . �. . . . . . . . . . x �O ac EL.42.5' 23.0'BELOW GRADE �EWG NEER.; D ' MT HOLE �6 x � .• • ; _I �o0 NO GROUNDWATER ENCOUNTERED E 'VS X P ROPANE ��L r`c, b10 �'p�b1.5 \ ��1 TANKS EX,G s t O EX ELEG.MTR ".': A.*.,. �. �Fj�EY j O Ex A/c uwr . . . . . . . . . . . . . . X 10 FARK I NG REQU I REMENT5: EX.HEAD hEll. TOG 68 . . . . . . . . . . . . M4'AM TiANK I o USED FOR / 66.16 ..... ....... .. . . RROATION W °� IRRP05E5 ON_Y b� . . .b9.. . . ..... . . ........... . . 1 1 m /F EX.Hu EXISTING BUILDING A _ SITE PLAN BASED DWELLING ' / . . RETAIL SHOP/STORE - ON ORIGINAL SURVEY BY: WOLF FARM FIELD Q \ 10'1 15P/200 FT GRO55 FLOOR AREA NATHAN TAFT GORWIN III EXISTING HEAD WELL ,n �3493 �\ 6REGORY F BOYD DEVELOPMENT RIGHTS TO BE TRANSFERRED '� FAR1M FIELD USED FOR IRRIGATION $ /0 5,5bq 5Q.FT/200 FT/5P = P.O. BOX IC131 �._•_ C 4 S RY A. BO TO THE TOWN OF SOUTHOLD '^��, NI/O/F PURPOSES ONLY 28 5f AGES READ RI\/ERHEAD, NY IIIg01 AREA = 554,144.44 5 . ft. (12.i21 acJ o a 6a. ' TEL: 631-"12'1-20�10 O Q '� MIGHAEL DE MGHAK 4 !��9 EM bb EX151ING BUILDING b' DATE: 10-I-IggG LS F_XISTINr BUILDING W: MARIA, DL=MGHAK y , HAS NO �' WAREHOUSE /STORAGE BLDG = SCALE: I"=IOO'-011 JEFFREY T. BUTLER, P.E. CURRENTLY NOTES: 15P/1000 FT GRO55 FLOOR AREA Q `�/� SANITARY SYSTEM OR 5A4c' sQ. FT. / ID00 FT/SIP = APPLIGANT/OWNER: ,o o I.ALL CONCRETE GURBING,51DEWALKS,AND DRAINAGE STRUCTURES SHALL GONFORM TO / -1 ! " 5 5Pi'•GE5 REQ'D MORTON BUILDINGS �'O -r0 PLANNING BOARD STANDARD DETAILS AND SPEGIFIGATIONS. O WATER SERVICE �, 2.TOWN OF SOUTHOLD PLANNING BOARD 5HALL BE NOTIFIED 4b HOUR5 IN ADVANCE OF ALL } 22355 GOX LANE, UNIT No.4 c� CON5TRUGTION. X� >. a 2b SPA' + 5 SPACES = 33 5PAGE5 REQ'D GUTGHOGUE, NY I Ig35 I- 3.LOCATION AND GRADES FOR GURB5 AND WALK5 TO BE VERIFIED WITH THE TOWN OF SOUTHOLD b31-134-4060 DWELLING HIGHWAY DEPARTMENT,5L.P.P.W.OR N.Y.5.0.0.T.PRIOR TO CON5TRUGTION. •}S� . • O N/O/F 4.ALL TRAFFIC CONTROL DEVICES,i.e.SIGNALS,516N5,AND PAVEMENT MARKINGS 5HALL BE 35 5FAGE5 PROVIDED (O < LEGEND: ANYONE E. BERKOWSKI 4 INSTALLED IN CONFORMANCE WITH THE GUIDELINE5 OF THE NEW YORK STATE MANUAL OF UNIFORM PART A L PLAN INGLU?ING (2) HANDICAPPED SPACE " 11 GERALDINE B. BERKOW5KI TRAFFIC CONTROL DEVIGE5 AND A5 DIRECTED BY THE TOWN OF 50UTHOLD,DIVI510N OF TRAFFIC U L O O Z O Q PROPERTY LINE SAFETY. > ' SITRYSST G G TOS: 5.CONTRACTOR5 PERFORMING ANY AND ALL TRAFFIC CONTROL DEVICES,LAYOUT AND 20 z , , , , , , , , , , , , , , , , , , NO SURFAGE WATERS WITHIN INSTALLATION WORK 5HALL NOTIFY THE TOWN OF 50UTHOLD DIV1510N OF TRAFFIC SAFETY,4b " _ ALLOWABLE FLOW (DENSITY): �Uj n } DEMOLITION 10 O 20 40 60 80 100 �� 300 FEET OF PROPERTY LINE HOUR5 IN ADVANCE OF BEGINNING SUCH WORK ALONG A TOM ROAD. GRAPHIC, SCALE I 20 O JNDWATER MANAGEMENT ZONE: h/ N =� � IL) In Z SANITARY SEWER b.STOP LINE SIGHT DISTANCE 5HALL BE MAINTAINED AT ALL INTERSECTION IN ACCORDANCEUj WITH AA5HTo REMIREMENT5. p �O\- ALL(WABLE FLOW FOR 51TE = 600 6PD/ACRE co -j 99 T.ANY 517E PLAN,ROADWAY IMPROVEMENT PLAN,AND TRAFFIC MITIGATION PLAN 5HALL b8p �d ��0 6RC35 LOT AREA = 13.b3q AG,OPEN SPACE = 12.121 AG W a 3 < a WATER 5ERVIGE W ass• REFERENCE THE OTHER ON EACH AND ALL PLAN5 SUBMITTED A5 PART OF THE TOTAL APPROVED (P AD:.STED LOT AREA = C-RO55 LOT AREA -OPEN SPACE AREA (� CD =9 � v 511E PLAN APPLICATION. O.ql.i AG (ADJ LOT) = 13b3q AG(GR055 LOT) - 11.121 AG (OPEN SO ,� -t o o Q EXISTING WATER MAIN SCOPE OF WORK: �QF6� ,� ADJ5TED LOT AREA = O.glb AC, v STORM DRAIN sD 5D I. MODIFY INTERIOR OF EXISTING BUILDING 'A' A5 (bOc. GPD/AGRE)(O.giB ACRES) - 550b GPD AL LAWED W SHOWN. (D Suffolk County Department of Health Services O FLOW ARROW d 2. PROVIDE PROPOSED SANITARY WASTE/KITGHEN Approval for Construction-OtherThanSingleFamily DE515N CALCULATIONS: A - .c EXI5TING STORM DRAINAGE 5Y5TEM EXI5rING I3UILDING 'A'; 'WINE TASTING' = 20 SEATS (5 GPD/OGG - PB5IT'O STORM LEACHING POOL ( � � SYSTEM, HATER 5ERVIGE AND RPZ. �"1 3. PROVIDE PROPOSED PARKING AREA o�o�,'O (2) 10'4) x &' LIQ. DEPTH Reference No.C. - D-�D j�ajgn now W (2.5 GPD/OGG - GREY LOAD) q!I 0 O m O /O 4. PROVIDE PATIO, LANDSCAPING, STORM o 'DRY STORE' = 3,300 S.F. (OA3 GPD/S.F) �► O N SEPTIC, TANK O ` DRAINAGE, LIGHTING, FENCING, ETC. �F Use(a) �� 012___A G_C --(-S'_(_LJ)�.L.,._ D- ua O I �ANTAR KITCHEN (GPD)/ / These plena hAve been reviewed for general conformance with Suffolk 20 EI 5 GPD = 100 GPD 20 a 25 GPD = 50D GPD 0 0 Q C) LEACHING POOL ` O EXISTING AGRICULTURAL BUILDING 'B' County Department of Health Services standards, relating to water 3,3GO 5F® 0.04 GPD = 132 GPD P4 y --: � supply and sewage disposal. Regardless of any omission,. v�3 © Cj a O y , AREA = 5,040 SOFT. inconsistencies or lack of detail, construction is ircd to Py i., �2� V 0 r EXISTING CONTOUR �--•--�---'' EXISTING BUIL.DIN6 B a* DRY STORAGE 'S r �oPO accordance with tl~e attached �^�f'ri®�l, t Z PROPOSED CONTOUR permit eoudittan, :end applicable y County Dgna twnt of H-81th services >,NO17 SANITARY SYSTEM OR WATER �� sstandar&,unless RMCifically waived by the Department:This approval 232 GPP (SANITARY TOTAU + KiTG�t-TOTAL�1=-2b2.4�PLS p� Z w 0. EXISTING GRADE x 6.o SERVICE SHALL BE PROVIDED EXIST. '�" aPProv� "unless extended or renewed, � O Q PROP05ED GRADE WOODED BUILDING (' �r TOTAL BUILDING 'A': 282..0 GPD O Q v WO/F �/} Approv Date pt .-- E!UIL?ING V;VRY STORAGE/6EN. INOU5TRIAL' (0.04 6PD/5FJ PROP TOP 8 BOTTOM OF CURB TOG 56.00 H. NORMAN MGGULLOU6H f•� 5p49 S.F. X 0.04 G.P.D. = 201.6 GPD BOG 5650 •OO, TOTAL ALL BUILDINGS = 40.6 GPD b, 0 1"h�'^ SEPi IC, TANKS: PA(5E : PROP. TOP OF COVER OG 65.2 I TE LEAGHII� POOLS: 4836 GPD X 2 = g61.2 GAL REQ'D 483.b GPD / 15 GPD/S.F. = 322.4 SQ.FT. c��'L y,.;. r Line(s) MUST Be Ins�ecte� �y Thy U5E I-VOx4' E.D. = 1,200 GAL. USE I-8'�x13'E.D. = 325.0 SQ.FT ' PROP. TOP OF GRATE OG 652 6T• �, FARM FIELD O11t COlJt1 /��pt, p�Health Vices, (MIN REOV FOR COMMERCIAL SY5) x �� N/O/F MIGHAEL DEMGHAK Call 852-5700, 48 Hours in Advance,: GREASE TRAP: 6 TEST HOLE 9`' NO 5URFAGE WATERS WITHIN To Schedule Inspection(s). 50D GPD FIN15HED FLOOR ELEVATION F.FL.EL. = 8O 40 O 80 I hO 240 ��0' 300 FEET OF PROPERTY LINE SGDI-IS APPROVAL AREA: USE 1-60x5' E.D. = 1,500 GAL. x CR,°PHIG 5G�4LE I" = 80'-O" (MIN REQ'D FOR COMMERCIAL 5YS) m Of U to i I CAST IRON FRAME AND GRATE/GOYER HOUSE CONNECTION PROVIDE 8"THIK TRAFFIC BEARING GONERS PROVIDE 8'THK TRAFFIC BEARING covERs m fTYP FOR ALL SANITARY STRUCTURES) (TYP FOR ALL SANITARY STRUCTURES) tj GAMPBELL 1182 G OR APPROVED EQUAL COMBINED SYSTEM(S) NOTES: BLDG 4'HOUSE TRAP(fYP OF 2),51515 HEAVY DUTY LOCKING CAST IRON HEAVY DUTY AND LOCKING ° F.FL.EL.61A3 �`��•�� COVER TO GRADE(TYPIGAU GAST IRON COVER TO GRADE o FINAL GRADEZ % (PER 5.G.D.H.5.5TANDARD5 FOR APPROVAL OF PLANS AND T.O.GURB MAINTAIN 5%MAX 5LOPE FROM 0 CASTING CONSTRUCTION FOR SEWAGE DISPOSAL 5Y5TEM5 FOR OTHER TOG=66.q' TOG =66.q' TOG=MM, TOG=66b5' w (FOR ADJUSTMENT SANITARY ( O\5EPTIG THAN SINGLE-FAMILY RE51DENGE5) TOG=6TD3' EDGE OF SANITARY 5Y5TEM OUT m o w OF CA5TIN6) O ITANK c0 A HOUSE CONNECTION 15 DEFINED AS THE PORTION OF THE - - N in 20'IN EACH DIRECTION d� J TO GRADE-WITH CAST IRON z LINE r GRAVITY SEWER LINE WHICH EXTEN05 FROM THE FAGS -_ FRAME AND COVER-IF UNDER - I / W.64.43 ----------__ - _ - JJ OF THE BUILDING TO THE 5EWAGE DI5PO5AL 5Y5TEM. ,f -- - O �n 24" O\ DIAMETER MAX. DEPTH GAL/FT b) THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF NOS INVERT FOR IMtV.b4.43' 20" PAVED AREA / GA5T-IRON SEWER LINE EXTENDING THROUGH THE �' c�v � TDL.=6453' O � GREASE FOUNDATION BOTH 5AN 1 KIT ---- KITCHEN WASTE LINES •: INN. PIP INN.63bq INV. ---- ra Q ITRAP $rD 5 300 c) HOUSE CONNECTIONS SHALL HAVE A MINIMUM PIA.OF 4 Ilb 0 025/LF=2.9 0.24 a t� LINE INCHES,UNLESS OTHERWISE NOTED. " INLET PIPE "- INN.63N MIN 4 m 5DR 515 PVC PITCH FROM BLDG bb6 0 0.125 Af = 1,08 OAq INLET PIPE INV.63.1 cU NOT USED May"�' MIN 6`A 5DR 35 PVC,PIPE F BLDG z z e) HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH ON Q OR EQUV.PITCH MINyp'/I' 8'0 0.125'/LF = 1.00"= OD& 63.02'` ® � `� o N z Q Z IN- ONE-QUARTER INCH PER FOOT. J -CAST IRON GONERS TO I) SLIP RING GONNEGTORS OF THE PROPER TYPE SHALL BE I001- 1,200 GALL MIN 4'0 5DR 35 PVC PIPE ® ® ® � ® ® ® N OR EQUIV.PITCH MIN Y' ' ® ® ® ® ® CRAM USED AT THE GAST IRQN JOINT. IF REQUIRED,A d�bE TRAP 5BPT1G TANG a� ® ® ® ® ® ® ® ® � ® ® FINISHED GRADEZ FLEXIBLE PVC,COUPLING WITH STAINLESS STEEL BANDS BD.T.E 5q.1' O MAY BE USED TO CONNECT CAST IRON PIPE TO PVC, ® � N z s� B.O&T.EL 58bq' ® ® ® ® ® ® ® tS 24„ HOUSE GONNEGTIONS. THE FLEXIBLE COUPLING AND N BAND5 SHALL CONFORM TO A5TM G1113. I I b'-0' I Et � ® ® ® ® � ® w 6"MIN„TRAFFI _ c� ALL HOUSE CONNECTIONS SHALL BE PROVIDED W/A �(1 r %Tn 8'-0" 4 ® ®p BEARING TOP 20'P11N 20"MIN GLEAN-OUT AT THE FAGE OF THE BLDG. ® Z ® ® � 3' MIN. HJ HOUSE CONNECTIONS SHALL BE STRAIGHT. THERE SHALL ® � ® ® ® ® ® � � IL 3' MIN. BE NO BENDS IN SEWER LINES TO THE SEPTIC TANK OR ® ®J � I �� 1 ® ® ® ® ® ® ® _ _L PROPOSED SEPTIC AND KITCHEN _® ®_ ®_ _® ®_ ®_ ®_ ®_ ° ° Uj • GREASE TRAP. IF BENDS ARE UNAVOIDABLE,THEN THE ® ® ® ® � �' ° ry fV OUTLET MIN 4'm �O FLOW LIFE FOLLOWING ADDITIONAL CRITERIA SHALL APPLY: ® ® ® ® ® ® ® MIN.6'0 5DR 35 ® � ® ® � r, � � > >5OR 35 PVC,PIPE - RISER DIAGRAM ® ® ® ® ® ® ® ® s OR EQUIVALENT PVC PIPE OR ® ® ® ® ® � ® o ® ® � PITCHED MIN EQUIYALEM, GREASE TRAP RE UIREMENTS: NOT TO SCALE o o A"PER FT. � Q PITCHED MIN.YD'/FT PER S.G.D.H.S.STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE 3'-0' . ® ® ® ® ® : ' 3-0 •• g _' O O ® ® .r (TO SEPTIC TANK) Em ® ® EZZA I. GREASE TRAP(G.TJ SHOULD BE GLEANED d MAINTAINED ON A REGULAR 1. CHIMNEYS MAY BE USED TO BRING G.I.GOVER5 TO GRADE d MUST BE 5Y5TEM5 FOR OTHER THAN 51NGLE-FAMILY RESIDENCES-DATED: DULY 15,2005 GLEAN SAND ® ® 1 1 ® ® ® GL�AN.SAND. BASIS IN ORDER TO INSURE PROPER FUNCTIONING AND INSECT FREE FIRMLY AFFIXED IN PLACE. THE CHIMNEY SHALL BE OF REINF CON,AT LEAST COLLAR ® ® o o PERFORMANCE. 24'IN PIA. d 5HAL'_NOT EXCEED 2'IN HEIGHT. ® ® ® ® ® ® :..COLLAR MONOLITHIC 2. O.T.SHALL BE LOCATED BELOW GRADE d OUTSIDE THE BLDG PRECEDING 8. TOP SLAB/DCN SHALL BE LOCATED A MAX OF 2.5'BELOW GRADE. fTYF'IGAJ�.,. LE�{IHg F+ppi_ ® ® (TYPICAL)''.-.. THE SEPTIC TANK(53J. ONLY DI5CHARGE5 FROM THE KITCHEN OR FOOD q. REOV MIN I FOOT AIR 5PAGE FROM OUTLET INVERT TO BOT.OF SLAB OR ® ® ® ® ® ® ® OP. L.50A2' GROUND WATER ttl ry fV BASE SECTION PREPARATION AREAS MAY BE PIPED TO G.V5. G.T.'5 SHALL BE LOCATED IN DOME TOP. AREAS THAT ARE EASILY AGGE5515LE FOR ROUTINE INSPECTION AND 10. THE BASE 5EGTION OF ALL UNITS(BOT.SLAB d MIN.OF I'OF SIDEWALL) 8'.-Q HI MIN ABOVE I` 1 .'. Ht16 IN A x0 MAINTENANCE. SHALL BE MONOLITHICALLY CAST. PRECAST CONCRETE 5EGTION5 SHALL BE (:.OLLAR MATERIAL, 3. ALL 6.T.5 SHALL BE CYLINDRICAL WITH A MIN.5IZE OF 1500 GAL.,&0 x 5' SEALED WITH ONIE(U-INCH BUTYL RUBBER JOINT SEALANT WITCH CONFORMS EXPECTED Q ZI LIQUID DEPTH(L.D). TO ASTM G-gg0. GROUND WATER blo _ d € 4. NOT USED II. THE OUTLET PIPE FROM 63.UNIT SHALL BE b' IN PIA.TO THE INLET OF THE EL.4TA2' 5. ALL 6.T.COMPONENTS(IF.SLABS,DOMES,LOVERS,ETC)SHALL BE S.T. EA.OUTLET Si4ALL BE PROVIDED WITH A 6"VIA.DROP TEE EXTENDING CONSTRUCTED OF PRECAST GONG d DESIGNED TO BE TRAFFIC,BEARING d WILL TO I'ABOVE THE:LOT.OF TANK. THE OUTLET SHALL BE BRACED A5 REOP HIGHEST EXPECTED GROUNDWATER = 10.32'ABV MEAN SEA LEVEL -- TYPICAL SINGLE GREASE TRAP MEET REQ'MTS OF AA5HTO H-20 LOADING. AND LOCATED A,T THE MAX.PRACTICABLE DISTANCE FROM THE INLET. PER U565 DATA WELL No. 553324.1 UNDERLYING SAND AND GRAVEL STRATA - 6. ALL UNITS SHALL BE PROVIDED W/2 OPENINGS W/MIN.VIA.OF 20" 12. ALL SEWER PIF15 SHALL PENETRATE THE VERTICAL 51DEWALL OF THE TE-STHOLE RESULTS: NO 6ROUNDWTR ENCOUNTERED ® EL. 42.5' SCALE: N.T.S. P051TIONEP OVER THE INLET d OUTLET PIPES. A WATERTIGHT d INSECT-PROOF 6T(5)AND SHALL BE SEALED WITH GROUT. THERE SHALL BE NO ADJUSTABLE d LOGKING G.I.FRAME d COVER SHALL BE INSTALLED AT GRADE PENETRATIONS WlIVIN DOMES, NOTES; OVER EACH OPENING. 13.NOT USED _ 1.COLLAR DEPTH 15 NOT REQUIRED WHEN RATABLE MATEIRIAL EXISTS FOR FULL DEPTH. 2. COLLAR MATERIAL 5HALL BE GLEAN GRAVEL ONLY. 3. ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. 4. FOOTING RINGS REQUIRED UNDER DRAINAGE 5TRUGTUR:E5. BACKFLOW PREVE:NTER INSTALLATION NOTE: RPZ INSTALLATION REQUIREMENTS. TYPI GAL LEAGHI NC FOOL CSD) START-UP AT INITIAL INSTALLATION AND AFTER . SLOWLY INSTALLATIONS MUST MEET ALL SUFFOLK COUNTY AND NEW YORK STATE RIEQUIREMENTS. I THE DOWN STREAM SHUT-OFF SHOULD BE CLOSED. SLOWLY OPEN UPSTREAM www.dignetnyGi.com NOT TO SCALE SHUT-OFF AND ALLOH THE BAGKFLOW PREVENTOR TO FILL SLOWLY. BLEED AIR AT I.CLEARANCES IV. NOT USED of IOW YOLK CITY or EACH TEST COCK. WHEN BACKFLOW PREVENTER 15 FILLED,SLOWLY OPEN THE A. ALL A55EMBLIE5 SHALL BE INSTALLED WITH A GENTERLINE HEIGHT FROM 30 INCHES TO 60 INCHES ABOVE V. IN5TALLATION WITHIN A BUILDING www.cafl8ll.com DOWNSTREAM 5HUT-0OFF AND FILL THE WATER SUPPLY SYSTEM. THI5 15 NEGE55ARY THE FLOOR. ANY INSTALLATION AT A GREATER HEIGHT SHALL BE PROVIDED WITH A FIXED PLATFORM,A THE INSTALLATION SHALL BE PERFORMED BY A LICEN5ED PLUMBING CONTRRACTOR. &�� IMP (for other states) TO AVOID D15LO06IN5 '0"RINGS OR CAUSING,DAMAGE TO INTERNAL COMPONENTS. PORTABLE 5CAFFOLO OR A LIFT MEETING 05HA 5TANDARD5. CONTRACTOR 15 RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES AND NDSGAPE 5GHEDU E B. ALL RPZ DEVICES MUST HAVE AN I$ INCH MINIMUM CLEARANCE BETWEEN THE BOTTOM OF: THE RELIEF 5TRUGTURE5 PRIOR TO DIGGING. 800-212-44801 611 U m VALVE AND THE FLOOR. A. ABOVE GRADE INSTALLATION5: DISCHARGE CAN BE DIRECTED TO FLOOR OR DRAINS OR THROUGH Y �� BOTANICAL NAME COMMON NAME SIZE G. A MINIMUM OF 12 INCHES OF CLEAR SPACE SHALL BE MAINTAINED ABOVE THE ASSEMBLY'. A 51DEWALL ABOVE GRADE VIA SCREENED LOUVERS,5GIPPER5,PIPE 5LEEVE5 WITH FLAP ^ Q D. A MINIMUM OF 30 INCHES OF CLEAR SPACE SHALL BE MAINTAINED BETWEEN THE FRONT SIDE OF THE VALVES,ETC., IN ACCORDANCE WITH THE DRAINAGE REQUIREMENTS. F+1 EVERGREEN TREE DEVICE AND THE NEAREST WALL OR OBSTRUCTION. B. BELOW GRADE OR BASEMENT INSTALLATIONS: NOT USED. E. AT LEAST 5 INCHES CLEARANCE SHOULD BE MIAINTAINED FROM THE BACK SIDE OF THE PEVIGE TO THE VI. GERTIFIED TESTING AND COMPLETED WORKS APPROVAL By law,excavators and contractors working in the For safety reasons,homeowners are strongly UA 4 ULMUS AMERIGANA LIBERTY ELM 2"-3" CALIPER NEAREST WALL OR OBSTRUCTION.THIS GLEARANGE MAY NEED TO BE INCREASED FOR M'I VEL5 THAT A. AFTER THE ASSEMBLY HAS BEEN INSTALLED, IT SHALL BE TESTED BY A CERTIFIED TESTER. THE five boroughs of New York City and Nassau and encouraged to call as well when planning any F�-1 HAVE 51DE MOUNTED TEST COCKS OR RELIEF VALVES THAT WOULD BE FACING THE BAaK WALL. DESIGNER(OR WATER SUPPLIER) 15 THEN RESPONSIBLE TO CERTIFY THAT THE INSTALLATION WA5 Suffolk Counties on Long Island must contact type of digging on their property.Homeowners XGL 5 X CUPREE55OGYPARIS LEALAND CYPRESS 4'-6' HIGH F. TEST COGK5 MUST BE P051TIONED TO FACILITATE TESTING(30" MIN CLEARANCE). DONE IN ACCORDANCE WITH APPROVED PLANS;OR DESCRIBE ANY CHANGES OR SUBMIT"A5 BUILT' DigNet,1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-448t0 or by F�+� LEYLANDI I 11. M15GELLANEOU5 CONSIDERATIONS PLANS A5 APPROPRIATE, but no more than 10 working days(excluding calling 811,the national call before you dig 0 A. ALL A55EMBLIE5 SHALL BE ADEQUATELY SUPPORTED AND/OR RESTRAINED TO PREVENT LATERAL 1. INSTALLER SHALL NOTIFY GOVERNING AGENCY UPON COMPLETION OF WORK. weekends and legal holidays)prior to beginning number.For excavation work completed on 4,-V MOVEMENT.PIPE HANGERS,BRACES,SADDLES,STANCHIONS,PIERS,ETC.,SHOULD BE USED TO SUPPORT 2. TEST RESULTS SHALL BE SUBMITTED TO GOVERNING AGENCY ON PRE5CRIBE0 FORMS. any mechanized digging or excavation work to personal property,it is the contractor's m X BS 7 BUXUS SEMPERVIRENS OLD ENGLISFi BOXWOOD 4-b HIGH KP p THE DEVICE AND SHOULD BE PLACED IN A MANNER THAT WILL NOT OBSTRUCT THE FUNCTION OF OR B. THE INITIAL TEST RE5ULT5 AND CERTIFICATION ARE THEN SUBMITTED TO THE WATER SUPPLIER AND ensure underground lines are marked. responsibility-NOT the homeowner's-to contact '5UFFRUTIG05A' (3 ur ACCESS TO THE RELIEF VALVE. APPROVING AGENT FOR ISSUANCE OF A COMPLETED WORKS APPROVAL.DOH -FORM 1013 HAS Excavators and contractors can also submit DigNet.Having utility lines marked prior to 11J 'Q B. 9TRAINER5 ARE RECOMMENDED PRIOR TO EACH BACKFLOW PREVENTION A55EMBLY ON]NON-FIRE FIGHTING BEEN DESIGNED FOR BOTH THE CERTIFIED TEST RESULTS AND THE DE5IGNER5 CERTIFICATION OF u- � � a locate requests online,through ITIC. If you do not digging Is free of charge. O Z yq IC, 5 ILEX GRENATA 'STEEDS' STEEDS HOLLY 5-b HIGH �n WATER LINES.NO STRAINER 15 TO BE U5ED IN A FIRE LINE WITHOUT THE APPROVAL OF 1THE INSURANCE THE INSTALLATION. �}�Z - ��.�tN �� z currently use ITIC, please call 1-800-524-7603 q �n �[ UNDERWRITERS OR THE AUTHORITY HAYING JURISDICTION. G. AFTER ISSUANCE OF THE COMPLETED WORKS APPROVAL,THE ASSEMBLY MUST BE TESTED AT LEAST G. ALL ASSEMBLIES MUST BE PROTEGTED FROM FREEZING TEMPERATURE5 AND IF INSTALLED WHERE ANNUALLY BY A CERTIFIED TESTER WITH THE RESULTS REPORTED TO THE WATER SUPPLIER, for more information. � [Q Q (J VOW;STIG WATER ONLY) TEMPERATURES WILL REACH 100°F OR ABOVE,A HOT WATER TYPE ASSEMBLY MUST BE i USED. NOT TO 56ALE D. ALL A55EMBLIES SHOULD BE SPECIFIED AND INSTALLED WITH THE MANUFACTURER 5UPPLIIED RE51LIENT QUE5TION5 OR COMMENTS: BPWSP®HEALTH.5TATE.NY.U5<H'WLTO:BPW6P®HEALTH.5TATE.NYU5> 0 _ SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY. REVISED: AUGUST 200& Q. LU E. WATER LINES SHOULD BE THOROUGHLY FLUSHED BEFORE INSTALLING THE A55EMBLY.M105T TEST FAILURES HEAVY DUTY AND LOCKING ON NEW INSTALLATIONS ARE THE RESULT OF DEBRIS FOULING ONE OF THE CHECK VALv(ES OR THE RELIEF HEAVY DUTY AND LOCKING z0 VALVE. GA5T IRON COVER TO GRADE GAST IRON GONERS TO F. ALL A55EMBLIE5 MUST BE INSTALLED HORIZONTALLY UNLE55 THEY ARE SPECIFICALLY APPFROVED FOR GRADE if) N DEVICE �'1PANY MODEL No. SIZE Ir2E VERTICAL INSTALLATION.(REF. TECHNICAL REFERENCE PW5-14). FINISHED GRADE FIN15HED GRADE 2) PIECES OF REINFORCED RPZ WILKINS g75XL I.O' DOMESTIC WATER G. A55EMBLIE5 SHALL NOT BE INSTALLED IN AREAS CONTAINING CORROSIVE,TOXIC OR POPISONOU5 FUMES OR w m GASES WHICH COULD RENDER THE A55EMBLY INOPERABLE OR P05E A SAFETY HAZARD TO PERSONNEL. $" MIN TRAFFIC 2' 24" 24■ bm MIN TRAFFIC i RUBBER H05E d DBL. STRAND H. INSTALL A SOFT SEATED GHEGK VALVE IMMEDIATELY AHEAD OF THE RPZ TO HOLD THE IPF.ESSURE BEARING SLAB 20"MIN N _ BEARING TOP #12 WIRE, TWISTED. CONSTANT TO THE ASSEMBLY IN TIMES OF FLUCTUATING SUPPLY PRESSURE. N �--I ry I� 20" MIN �I N 1� 20" MIN �I J I. IF THE DISTANCE BETWEEN THE WATER METER AND THE DEVICE 15 GREATER THAN 10 FEET(,ALL EXP05ED r T r i LU CEDAR STAKE 8'-O" PIPING SHALL BE STENCILED "FEED LINE TO 13ACKFLON PREVENTER -DO NOT TAP"AT 15 FOOT INTERVALS. �- LONG 2" TO 2 3/4" DIA. WRAPPING (BURLAP J. A SEPARATE SHUT OFF VALVE MUST BE INSTALLED ®� -:mA - OR KRAFT PAPER K. PIPING MUST BE UNBRANCHED AND UNOBSTRUCTED FROM RPZ DEVICE TO MAIN. MIN. 4"m 5DR 35 ®®� INLET � :D III. DRAINAGE PVC PIPE OR w OUTLET ENGINEER: 12" PINE BARK WRAP) TO FACILITY DRAINAGE FOR BACKFLOW PREVENTION A55EMBLIE5 SHALL BE PROVIDED FOR ALL RPZ IN`.5TALLATION5. EQUAL,PITCHED ®� MIN 4'VIA. 1 (MULGHU IF NO DRAINAGE SHALL ACCOMMODATE DISCHARGE DURING TESTING,DRAINING OF THE UNIT AND IFOR RPZ RELIEF ®�� 5DR 35 PVC, CH LINE MIN 4"VIA. , �' OF r� 15" VALVE DISCHARGES. MINYa" PER LIN FT _ PIPE OR I 6' _ 5OR 35 PVC, Y • � ►, GROUND COVER 3' CALIPER (MIN) ... A. DRAINAGE CAPACITY 15 51ZED TO ACCOMMODATE BOTH INTERMITTENT DISCHARGES AND A CATASTROPHIC -1 ® EQUIVALENT :� PIPE OR �ti F<?,E T �. FAILURE OF THE RELIEF VALVE. 2 ® = O PITCHED MIN. - - EQUNALE NT TEMPORARY Z B. DI5CH•IAR6E FROM RELIEF VALVES SHALL BE READILY DETECTABLE TO MAINTENANCE PERSONNEL EITHER 3' MIN. ��uu I J1 Y4 IN/I FT J � BAFFLE ) PITCHED MIN. SAUCER -�� FINAL GRADE VISUALLY OR BY MEANS OF WATER LEVEL ALARMS,FLOW INDIGATOR LIGHTS,ETC. COLLAR rz- WALL Q Yp IN/I FT t` G. ALL DRAINAGE FROM RPZ'5 SHALL BE VIA GRAVITY FEED TO DRAIN. I p BUILDING WALL N Z D. AN AIR GAP MUST BE MAINTAINED BETWEEN THE RPZ RELIEF VALVE OPENING AND ANY DISCHARGE PIPING. �o • DRAIN5 TO BE - THE AIR GAP MUST BE AT LEAST TWICE THE PIMEN51ON OF THE EFFECTIVE OPENING OF THE RELIEF VALVE; m �50D ON SGREMP ° 2" DRAIN BUT IN NO CASE LE55 THAN I INCH. _ rn •, DRAIN PAN E. MANUFACTURERS AIR GAP FITTINGS MAY BE UTILIZED PROVIDED THAT THEY MAINTAIN A PROPER AIR GAP �© TO BE 12"xl2" 5" TOP501L < a AND DO NOT ENCLOSE OR COVER THE RELIEF VALVE. THESE FITTINGS ARE ONLY 51ZED TO HANDLE 8-O I Q �� 403�,v�.ti _ INTERMITTENT AND LOW FLOW DISCHARGES.ADDITIONAL DRAINAGE CAPACITY MAY BE REQUIRED TO • I FS B 8 B WHERE GRADE ACCOMMODATE A CATASTROPHIC RELIEF VALVE FAILURE. I � S / SPECIFIED. F. NOT USED �� I JEFFH�E�DJ LER, P.E. G. NOT USED Q dd RPZ D�IG� SUPPORTED PER RPZ H. NOT USED b' MIN. PENETRATION m o -E BEEN�D BY THE 5UFFOLF: (DOME5TIG WATER ONLY) INSTALLATION J. ALL EXTERIOR DRAIN5 SHALL BE KEPT FREE OF SNOW DURING WINTER ALSO DRAIN5 CAN NOT BE SUBJECT � INTO A VIRGIN COUm�I� TMENT OF HEALTH SERVICES NOT TO SCALE REQUIREMENTS TO FLOODING AND MRJST BE SCREENED. cn STRATA OF SAND SPEG I�I G�TI ONS AG K. ALL VALVES SHALL OPEN COUNTERCLOGKWI5E(RIGHT HANDED VALVE-5). HIGHEST RECORDED GRND WATER AND GRAVEL No7E5. 2 t� /� I. CONCRETE TO TEST 4000 P.5.1 0 2b DAYS (� FOR TREE PLANTIN5 - 2. REINFORCEMENT MEET5 A.5.T.M.A-615,A-05 SPECS I. TREES SHALL BE OF NURSERY 5TOGK OF AN APPROVED 5PEC.IE5,GROWN UNDER THE SAME 3. ALL SANITARY PIPING TO BE 4"0 SDR 35 PVC, 0 0 CLIMATIC GONOITION5 AS THE PARTICULAR SITE. THEY 5HJALL BE of SYMMETRICAL BACKFILL MATERIAL (GLEAN SAND t GRAVEL) 4.Al L PIPING INSTALLED UNDER BLDG SHALL BE CAST IRON,AND SHALL REMAIN CAST GROWTH,FREE OF INSECT PEST AND DISEASE,SUITABLE FOR STREET TREE USE. IRON LEAVING THE BUILDING TO A DISTANCE OF 5'AWAY FROM BLDG PERIMETER I LL y 2.THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF 91X IN,HE5 ABOVE THE FINISHED /� 3/4" "1' 4000 PSI CONCRETE 5.GAL65 AND DESIGN PERFORMED IN AGGORDANGE WITH 5GDH5 5PEC5. 0 �- GROUND LEVEL SHALL BE A MINIMUM OF THREE(3) INCHES.. IRRIGATION NOTE: AT 26 DAYS ON VIRGIN O Z 0 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH GOOD'HORTICULTURAL PRACTICE. UNDISTURBED 501L CURB DEPRESSED AT TYPICAL SANITARY °o � o Z THE FOLLOWING 15 DECLARED TO BE 600P HORTICULTURAL PRACTICE: ALL LANDSCAPE AREAS ARE TO DRIVEWAYS 1 1/2"MAX. tu Q (U THE TRUNK SHALL BE WRAPPED W/BURLAP OR ,RAFT PAPER TREE WRAP d THE TREES HAVE AUTOMATIC IRRIGATION ABOVE FLOW LINE x X X x x X E STAKED WITH TWO 2)CEDAR POLES SECURED TO THE TREE BY MEANS 6' CHAIN LINK -I LEACHING POOL LP ' Z 0 m o Z (3 e ( 5Y5TEM5 INSTALLED AND (2)ALL TREES SHALL BE TRANSPLANTED BALLED AND BURLAPPED,AND THE BALL MAINTAINED _ FLOW LINE x FENCE W/OREEN k SHALL BE AT LEAST TWO AND ONE HALF(2 112)FEET IN DIAMETER. , SCALE: N.T.S. / �- � j . . I- 0 O ~ < CE (3)ALL TREE PITS SHALL BE BAGKFILLED WITH TOPSOIL. I PRIVACY SLATS 4. ALL TREE5 LISTED UNDER(1)HEREOF SHALL BE BRANCHED NOT LOWER THAN 51X(b)FEET- LEACHING POOL RUC / I I \ 0 � f< � c Q WITH AN AVERAGE HEIGHT OF 10 TO 12 FEET WITH A MINIMIUM SPREAD OF TOP OF 4 FEET. k k DESIGN d CONSTRUCTION N: ��0�(,QE FOOTI 4 2.,AND 3 NOT USED / 4. THE MAX.PERMI551BLE DEPTH OF A PRECAST CONCRETE LEACHING POOL IS 25'FROM I I \ O FINISHED GRADE. THE MIN.PERMISSIBLE EFF.DEPTH OF ANY L.P.SHALL BE 3'. 0 • --------- A x IOxlO CONCRETE x t; rf " PAD FOR 5. THE MIN.VERT.SEPARATION 1215TANGE FROM THE BOTTOM OF THE LP.'s TO THE _ 1�} ` / (^I Q DUMPSTER ( HIGHEST REGORDED GROUNDWATER ELEVATION SHALL BE 3'. � � 0 E L �� FRONT Y I EY `t O b. ALL L.P.'s(IE.SLABS,DOME5,COVERS,ETGJ SHALL BE GON5TRUGTED OF PRECAST \ ^ (x 0 9{].n rt Min. X x REINF.CONCRETE d DESIGNED TO BE TRAFFIC BEARING TO FEET THE REQUIREMENTS OF L AA5HTO H-20 LOADING. / 0 Z #�- V I 1. ALL L.P.'s SHALL BE PROVIDED WITH ONE OPENING WITH A MIN.DIA,OF 20". A 1 L WATERTIGHT d IN5EGT-PROOF ADJUSTABLE d LOCKING CAST IRON FRAME d COVER SHALL SRED,, TOPSOIL AND SEED TO CHAIN LINK FENCE I V 0 N k x BE INSTALLED AT GRADE OVER EACH OPENING. V I 1L I<7:;:•.:: >:> :..:.::::... .z � RDA SEE NOTE 02 - ,,.�;+>;;�. :;;:;�• ;� :,i•.� ; ;-s^�:; • q" W/GREEN b. EXTENSION COLLARS(CHIMNEYS)MAY BE USED FOR THE PURPOSE OF BRINGING THE � � � 1.L O '�' ::='%v:: a•,.: 'S .i'r..:.i8` :;;,try,,•. .' '..•I GRANITE JUMBO BELGIAN Q F'RIVAGY SLATS GAST IRON COVERS TO GRADE PROVIDED THAT THEY ARE FIRMLY AFFIXED IN PLACE. � � � BLOCK INSTALLED ON END 4D I I THE EXTENSION COLLAR(CHIMNEY)SHALL BE OF REINF.PRECAST CONCRETE AT LEAST 24" 1 I I 0 0 0 0 IN VIA.d SHALL NOT EXCEED 2'IN HEIGHT. q. THE TOP SLAB OR DOME OF THE L.P.SHALL BE LOCATED A MAX.OF 2.5'BELOW Q- =N::`.r> / \ PAYED/BWESTONE TOOL GRADE. '1 O ...... / / / #3 ® 12 O.G E W �.' ,;»....,.. Slab `�'• SURFACE EDGE ID. ALL SEWER PIPES SHALL PENETRATE THE VERT.51DEWALL OF THE L.P.d SHALL BE \ b Z y //// // // //�/ SEALED WITH GROUT. THERE SHALL BE NO PENETRATIONS WITHIN DOMES. : \ \ \ I-1 II; \ \ • TA TI\ \ IN L N•\ LA O LJ_I c z B • F� I. L.P.'s SHALL BE INSTALLED IN GLEAN SAND(DEFINED A5 5P OR 51,413Y ASTM / a a. • ° \ / 0 ° a I STANDARDS). Q Q _ a 'f + 2. UNSUITABLE SOILS SHALL BE REMOVED d REPLACED WITH GLEAN SAND FOR A DIA.b' t5 d� 4•• a 4 ' .'' .. TRENCH DRY!N SEGTI ON SECTION IMBED- 2" SAND BAND ` / GREATER THAN THE L.P.(THREE FOOT COLLAR)EXTENDING UM O UNTIL A HYDRAULIC TRENCH DRY I N DETAIL. ° -X MOUNTING ♦ 3. IN CASE 15 ESTABLISHED WITH A MIN B fi FOOT STRATUM D ACCEPTABLE MATERIAL. 3. IN CASES WHERE GLEAN SAND CANNOT BE ENCOUNTERED,A DESIGN FOR AN (DEDICATED TO PROP05ED PATIO RUNOFF) g FENCE ED E I,-0• 2-#5 TOP 4 ALTERNATIVE SEWAGE DISPOSAL SYSTEM MAY BE REQ'D IN ACCORDANCE WITH SECTION 1 (SHOWN W/END OUTLET) BEAM TO EXTEND EIOT. CONT. XXV OF THESE STANDARDS. �` " 0 56A'E: NONE A a 10" MIN. BELOW W/#3 TIES 0 4. THE BOTTOM d 51DEWALL AREA OF THE L.P.'s SHALL BE FREE OF DEBRIS BEFORE • SCALE: NONE FIN. GRADE -�p� 24"t OZ. 101-0' BAGKFILLING. ZURN PERM- I f�LNGH 5. MIN.HORIZONTAL SEPARATION DI5TANGE5, b'�OUTLET e I K.U/G UTILITIES = 5'-0" HOPE 6" DRAIN SYSTEM 12• A.BUILDING W/CELLAR = 10'-0' FPO THRU MODEL No.Z$$3,GRATE DOLOR PER CLIENT 5EGTION A PLAN VIEW B.BUILDING ON SLAB= IO'O" L.STORM DRAINS= 20'-0" PIPE FROM G.WATER LINES= 10'-0• GREASE M.CATCH BASINS,NON-LEACHING= 5'-0' TRAP JUMBOBELL 1 AN BLOGK G-•�-� G }� F. SURFACE WATER(WETLtS) = 100'0' N.SAN.PRO L.P.= 8'-0" 6 -STRUCTURAL COMPOSITE CHANNEL,HEAVY DUTY FRAME W/MVGHOR STUDS,CAST GRATE GLAY�G WITH LOGKDOWNS AND ANCHOR TABS. DUMPS I L_RS EI YGLOIURE F.PUBLIC WELL = 200'-O" P.PROP,LINES= lo'O' 40 LONG x b"WIDE AND HAVE A 4'THROAT. CURB DETAIL G.PRIVATE WELL = 150'-0' Q.T.O. = 25'-Q" SEPTIC TANK - 1200 GAL. (ST) -MODULAR CHANNEL SECTIONS SHALL BE MADE OF HIGH DEN5111Y POLYETHYLENE(HOPE),HAVE INTERLOCKING ENDS,AND A RADIUSED BOTTOM. SCALE: N.T.5. H.RET.WALL(NKS 20'- = 10'-0" R.BLUFF =b5-0 � -CHANNEL SHALL BE PROVIDED W/A BUILT-IN 1.04�SLOPE. NOT TO SCALE J.U/G FUEL TANKS = 20'-0" 5.5EPTIG TANK = 8'-0" 5GALE: NOT TO 5GALE O fE3 m 0 -,r U M k EXTRA STRENGTH FILTER FABRIC d STEEL OR WOOD REOV. WITHOUT WIRE MESH SUPPORT POST (TYP) 2" X 2" STAKES 10' M,AX. O.G. SPACING f— BUILDING WIRE (TWO PER BALE) W/ WIRr SUPPORT FENCE OR TWINE -' 6' M,AX. O.G. 5PACING z W/O WIRE SUPPORT FENCE I ( ��STRAW BALE5 z � FLOW - •'. •'�—� COMPACTED I I FILL J • A� GRADE ;F• • , �� ATTACH FILTER FABRIC, 5EGURELY off, TO UPSTREAM 51DE OF P05T \\ % y o 36" HIGH POLE (MAX) > LU STEEL OR WOOD POST TRENCH o ry ss FLOW -. FLOW , BOTTOM OF HAY BALES s_ DRAINAGE 5WALE LE2 — q�� dJ /\/\ •..4 L/\//\// i//\// z_ i\//\ r'=••••: ;�\//\, /\// //\//\//i� 3/4" MIN. \\ \%/, \\\i�� ► j j\\j/� DRAIN ROCK PLAN W/ COMPACTED NCH \\/� \//\\ STAKES (TYP.), BALES TO BE SET IN \ \ 4 TRENCH. SEE SECTION. BAGKFILL / /j� SEE SECTION. n Tl LIACH DETAIL INSTALLATION HITHOUT TRENCHING NOTES: 11 11 11 U 11 I 1 ►� 11 11 111 111 A 1 II I II I II I 1 11 11 „ ►� 51LT FENCE ; BALL BE PLACED PARALLEL TO SLOPE GONTOUR5 TO MAXIMIZE PONDING EFFICIENCY. 11 II II II II II II 11 u INSPECT AN¢> REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NEGE55ARY. REMOVED 5=1)IMENT SHALL BE DEP051TED TO AN AREA THAT WILL NOT ALLOW OFF-51TE TRANSPORT. ELEVATION m 2 LT FENCE DATA I L � o NOT TO SCALE NOT BALE $ARRI ER NOT TO SCALE W N t� � Xd E--+ X z � moo H QLU '6 �-+ ° o N N m ENGINEER: THIS PAGE HAS NOT BEEN REVIEWED BY THE SUFg'OLK ii11 OF HEALTH SERVICES COUNTY DEPARTI NT \(n Co 4 10,3 ES�.., JEFFR - . R, P.E. Q J 0 1-- dJ LL O >- 00 Z (N Ll � n I k5 in O (�l } „ z00 ~ � CZ 0 Q 6 [H O w � p0 iL Q V O Q O I -► m I m www.dignetnycli.com Q/ O of NSW YOLK CI1Y or >Z LL .• 000 &LONG I�,ANn ( me18stas ° o z 17 800-212-4480 1811 Q ° Q By law,excavators and contractors working in the For safety reasons, homeowners are strongly five boroughs of New York City and Nassau and encouraged to call as well when planning any Suffolk Counties on Long Island must contact type of digging on their property.Homeowners PAOE : o DigNet,1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by but no more than 10 working days(excluding calling 811,the national call before you dig weekends and legal holidays)prior to beginning number.For excavation work completed on g any mechanized digging or excavation work to personal property,it is the contractor's ensure underground lines are marked. responsibility—NOT the homeowner's—to contact Excavators and contractors can also submit DigNet. Having utility lines marked prior to locate requests online,through ITIC.If you do not digging is free of charge. currently use ITIC,please call 1-800-524-7603 R for more information. n c ra of 5 m 0 U I PLUMB INCH GENERAL NOTES NOTE: THE PLUM3ING SYSTEM SHALL BE INS'>TALLED IN ACCORPANCE WITH THE REQUIREMENTS of P6o4 OF THE BCNY 1• ALL PLUMBING WORK UNDER THIS CONTRACT SHALL CONFORM t0 THE PCNYS AMC) ALL AUTHORITIES 14, ALL COLD AND HOT WATER, AND STORM PffPff'1G AND FITTINGS SHALL BE COVERED WITH A MINIMUM COVERING , HAVING JURISDICTION. OF I" MOLDED FIBERGLASS PIPE INSULATION WITH A MAXIMUM "K" FACTOR OF .24 AT TEMPERATURE OF 7-,oF. FITTINGS, VALVES AND APPURTENANCES SHALL BE INSULATED WITH MOLDED FITTINGS WITH THE SAME THERMAL 2• ALL MATERIALS SHALL BE NEW UNLESS NOTED OTHERWISE, H C OSPITAL GRADE AND ADA COMPLIANT. CHARACTERISTIS. MINIMUM DAILY STATIC PRESSURE (AIDJUStEp FOR HEIGHT) • $$ P81 ROOF i 4" V.T.R. 3. THE PLUMBING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LABOR AND MATERIALS INSTALLED 15• ALL PIPE: HANGERS AND SUPPORTS SHALL BE FABRICATED OF MATERIALS AND INSTALLED IN ACCORDANCE I MAXIMUM DEVELOPED LENGTH FOR (WATER PIPING UNDER THIS CONTRACT AND SHALL GUARANTEE THE WORK PERFORMED UNDER THIS CONTRACT FOR A PERIOD OF WITH THE PLUMBING CODE. ' (ADJUSTED FOR PRESSURE 1-088 Our TO FITTINGS) • 200 FEET ONE: (l) YEAR FROM THE DATE OF COMPLETION OF HIS WORK, I 16. ALL NEW PLUMBING FIXTURES SHALL BE IN&TALLED WITH ANGLE STOP VALVES IN THE SUPPLY LINES BELOW THE I � 4. PLUMBING CONTRACTOR SHALL CONSULT AND COOPERATE WITH THE GENERAL CONTRACTOR, HEATING FIXTURES. z I in CONTRACTOR, ELECTRICAL CONTRACTOR, ETC, IN ORDER TO AVOID INTERFERENCE DURING INSTALLATION OF THE ----_—_____—r------- 4'� ' r -------+ THE BUILDING WATER SUPPLY HAS BEEN DESIGNED ACCORDING WORK. 11. ALL NEW EXPOSED FIXTURE SUPPLY PIPING; AND WASTE PIPING SHALL BE CHROME PLATED AND SHALL HAVE „I I " "I TO AVAILABLE PSI/CxPM AS REPORtkEp BY BCWA AND HEApL088 CHROME PLATES ESCUTCHEONS INSTALLED AT THE PENETRATIONS THROUGH THE WALLS. 2 i ;3 3 i 1 DUE TO ELEVATION CHANGE AND FRICTION FOR THE FIXTURE USE 5, THE PLUMBING CONTRACTOR SHALL PREPARE AND FILE ALL REQUIRED PLANS AND PERMITS INCLUDING ; REST RM, ; O Y SHOWN ON THESE PLANS, BACKFLOW PREVENTION DEVICE WITH THE LOCAL AUTHORITIES AND SHALL PAY ALL FILING FEES AS REQUIRED BY I8. ALL NEW VALVES SHALL BE `FAIRBANKS" OR EQUAL RATED AT 125 PSIG, WOG. THE LAWS. HE SHALL OBTAIN ALL WORK PERMITS AND WRITE-OFFS AS REQUIRED TO EXECUTE THIS WORK IN A LEGAL I DFU=S I NOTE: MANNER. 19, PLUMBING CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL NEW PLUMBING FIXTURES AND EQUIPMENT FOR JAN SINK . REST RM. _j APPROVAL BEFORE INSTALLATION OF SAMEE I uuu A SMOKE AND FIRE ALARM SYSTEM IS REQUIRED AND SHALL BE INSTALLED PER TOWN OF SOUt�-;OLD 6, THE PLUMBING CONTRACTOR SHALL PERFORM ALL TESTS REQUIRED BY CODE AND SHALL FURNISH ALL CODE ALL BE IN TO SUBMIT PLANS TO S THOLBUILDING CERTIFICATES OF INSURANCE AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND THE OWNER. 20. PIPE SLEEVES SHALL BE INSTALLED AT ALL PENETRATIONS THROUGH WALLS AMC) FLOORS. � 3 COMP SK LAV LAY +- DEPARTMENT OF APPROVAL PRIOR TO INSTAL.L.ATION. 3. THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO ALL PLUMBING EQUIPMENT REGARDLESS 21, WATER HAMMER ELIMINATORS SHALL BE IN°liTALLED ON ALL DROPS IN THE WATER LINES SERVING THE TOILET W,G, 7W,G, ROOMS AND OTHER AREAS. I " (3FAI OF WHETHER SHOWN HEREIN WITHOUT ANY ADDITIONAL COSTS t0 THE GENERAL CONTRACTOR. INDI ECT 7let FLOOR 3"FD 3"FD i a 8. PLUMBING CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS, 22. SHUT OFF VALVES AND SHALL BE INSTALLED AT ALL PIECES OF EQUIPMENT TO FACILITATE SERVICING, @ I I R, INCLUDING SIZES OF CONNECTIONS, BEFORE SUBMITTING A QUOTATION FOR THE WORK. 2" 2" C.O. " G.O. m Q 3 3 CMU PIT WITH METAL COVER I z Q 23. BALL VALVES FOR WATER SYSTEM SHALL BE BRONZE BODY WITH CHROME PLATED BRONZE BALL, STAINLESS \ S. PLUMBING CONTRACTOR SHALL PERFORM ALL CUTTING, EXCAVATION, BACKFILLING, ETC, AS REQUIRED FOR THE STEEL HANDLE,DURAFILL SEATS AND SEALS BATED PSIG, WOG. \ \ TO GRADE PER SGDHS i N INSTALLATION OF THE WORK AND SHALL PERFORM ALL ROUGH AND FINAL PATCHING BACK TO ORIGINAL STATE, 24. PLUG COCKS FOR GAS PIPING SHALL BE IRON BODY WITH BRASS PLUG AND WASHERS, SCREWED ENDS AND C.OJI--—1.—. _ — _—\� 3__— \�—__ CAST IRON a A UNLESS OTHERWISE NOTED. ' goUSE TRAP SHALL HAVE BEEN AIR TESTED BY THE MANUFACTURER. I TO AN SLOPE ■ PER LIN. FT. MIN APPROVED 10, PLUMBING CONTRACTOR SHALL PERFORM ALL TESTS REQUIRED BY THE LOCAL AUTHORITIES HAYING 1 � _._ — •_ JURISDICTION AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED AT NO ADDITIONAL COST TO THE GENERAL 25, ALL PIPING SHALL BE TESTED AT A MINIMUIM OF 1 1/2 TIMES THE OPERATING PRESSURE, UNLESS OTHERWISE■ TOTAL OFU ■ 42 C,O, 4" C.I. SANITARY CONTRACTOR. NOTED ON THE DOCUMENTS OR IN THE COIDES AND IN ACCORDANCE WITH THE UTILITY REQUIREMENTS FOR GAS SEPTIC SYSTEM$. SYSTEM 11, ALL NEW CONNECTIONS TO NEW EQUIPMENT SHALL.BE PERFORMED IN ACCORDANCE WITH THE CODE AND THE PROPOSED PLUMBING L I'�1/� B LNG R(8ER EQUIPMENT MANUFACIURERB RECOMMENDATIONS. 26. PLUMBING CONTRACTOR SHALL COORDINATE LOCATION OF ALL ROUGHING WITH RESPONSIBLE CONTRACTOR I P I VI I t PRIOR TO INSTALLATION AND SHALL MAKE-c ALL FINAL CONNECTIONS AS REQUIRED. DRAWINGS DEPICT DESIGN INTENT 12, ALL SANITARY AND STORM PIPING INSTALLED ABOVEGROUND SHALL BE CAST IRON WITH "NO-NUB" JOINTS OR AND SHALL NOT BE SCALED FOR DIMENSIONS, NOT TO SCALE GALVANIZED WITH DRAINAGE PATTERN FITTINGS FOR SANITARY AND STORM WASTE PIPING AND MALLEABLE 21 SEE SHEET T-0.O FOR ADDITIONAL NOTES ON PLUMBING AND SPRINKLER SYSTEM, FITTINGS FOR VENT LINES. w 13, ALL PIPE MATERIAL AND FITTINGS PER CURRENT CODE r 3'0"x6'8" 31010 x6'8" P-2 ; ® EXISTING I o0 OPOSED MEAD k RESTROOM ; 'o ® U 1 r,, 6, S11 M ; �� U11 OI O�� 211 201 011 481 Alf O 7 O `t X • '4 M P-1 o OFFICE 01 (EXISTING) � (� w I PROPOSED OFFICE *1 O I r -1 _ P-4 � P N r EXISTING STORAGE AREA 1a OPOSED WO` EN'S ff-0 p R 00 i RESTROOM' O �, " , z I 30 x68n P-2 U-1 ',1 - 1 - - - - - - - - - 3'0"x68 a' - - - - - - - - - - - u- U_ k lu oo z 681811 _ _ ENGINEER: 00 60 PLUI"BIN63 NOTES: (. PROPOSED BAR , 1. SEE DETAILS FOR TYPICAL HANDICAPPED RESTROOM LAYOUT, ELEVATIONS AND ACCESSORIES, , C 'N 16' 011 00 3'0"x 6 8" 2, RESTROOMS FIXTURES TO BE INSTALLED PER ANSI STANDARDS FOR HANDICAP RESTROOMS, `p B. ALL VENTING TO TERMINATE ABOVE ROOF, ALL TERMINATION'S SHALL NOT BE WITHIN 10 FEET HORIZONTA Y OF ANY FRESH / VENTILATION AIR INTAKES UNLESS IT IS AT LEAST 2 FEET ABOVE THE TOP OF SUCH OPENING. M 4. CONTRACTOR TO SUPPLY AND INSTALL ENCLOSURES AS SHOWN GLOBAL POLYMER (HDPE) BY GLOBAL STEEL PRODUCTS CORP. OR 1=QUAL WITH FLOOR AND WALL ANCHOZING SYSTEMS. PROVIDE NECESSARY BLOCKING IN WALL. JEFFREY T. BUTLER, P.E. Y PROPOSED OFFICE 1 TASTING ROOM I M PROPOSED FIXTURE SCHEDULE FIXTURE P-TRAP CH,4RT AREA ■ IISI SO. FT, cr1 OCCUPANT LOAD ■ 60 DES DESCRIPTION LAV, TRAPS ■ 1 1/2" ALL UTILITY SINKS ■ 3" O O ALL SINK TRAPS ■ 2" ALL W.C. ■ 3" d' P-1 WATER CLOSET (HANDICAPPED). ALL FLOOR TRAPS ■ 3" ALL CLEAN OUTS ■ 4" ON 4" LINE AMERICAN STANDARD FLOOR MOUNTED 3" ON 3" LINE aL O o M _ P-2 LAVATORY (HANDICAPPED): Q Q AMERICAN STANDARD 0►356.015 LUCERNE WALL HUNG INSULATION '** } LAVATORY: VITREOUS CIHINA, FRONT OVERFLOW, SELF-DRAINING DECK, DRILLED ... Z FOR 4" CENTERS AND FOR CONCEALED ARMS MOUNTING. FIXTURE ROUGH-IN SCHEDULE z z IU z TRU-SRO LAY-GUARD UNDER SINK PROTECTIVE PIPE COVER: MODEL 0103 WITH REUSABLE FASTENERS. 0 lU E '1 FAUCET: AMERICAN STANDARD HERITAG502,11OVP, 4" CENTERS ET, FIXTURE GW HW SAN VENT NOTES _..- } l5 � GOOSENECK FAUCET, LEVEF:HANDLES AND GRID DRAIN. WATER CLOSET 1" 3" 2" I, 2 }�- W_ ms 81 011 ANGLE STOPS WITH LOOSE KEY, LAVATORY 1/2I 1/2 �1 1/2 1 1/4" 1, 2 Q U SUPPI-IES: MCGUIRE NO, I&I LK, 3/8" X 1/2" O.D. CHROME PLATED SOLID BRASS MOP RECEPTOR 3/4" 3/4" 3" 1 1/2" I, 2 P-TRAP: MCGUIRE NO, 201, 1-1/4" X 1-1/2" CAST BRASS CHROME-PLATED P-TRAP, I I r-------- A SLIP INLET, THREAD OUTII-ET, BRASS-NUT AND CLEAN-OUT PLUG. FLOOR DRAIN - - 3 1 1/2 1 O V O o MECH RM, � NOTES: (� g SLOP SINK: cr) a O AREA ■ 64 SQ. FT, x ; P-3 BY OWNER 1, SIZES INDICATED ARE MINIMUM. LARGER SIZES SPECIFICALLY INDICATED ON DRAWINGS 0 u. 00 o I SUPERSEDE MINIMUM SIZES INDICATED IN THIS SCHEDULE. o P-4 3 COMPARTMENT SINK EBY OWNER z ' 141011 2, TERMINATION STYLE AND SIZE FOR FIXTURE CONNECTIONS SHALL BE AS INDICATED BY a A.O, SMITH ' (0ELECTRIC HWH FIXTURE MANUFACTURER. U a GOLD DRE-52 I ® p I TJ 3'0"x6'8" I rG` � �r� (� 4" BURIED SANITARY N PROPOSED FLUM51N(S PLAN SERVICE (BY OTHERS) — �i I SEE SITE PLAN FOR L U AUG 1 0 G�12 I ADDITIONAL INFORMATION d) .l RLDG DERI. ------ A TO'„'!`:OF SCUTH(!ILD Y EXIT REMOTENESS SCHEDULE 5UII.-•IDING AREA ANALYSIS 6" 2 HOUR WALL A55E1" IBLY AREA DIAGONAL 1/2 DIAGONAL DOOR SEPARATION AREA OCCUPANCY q, OF TOTAL OCCUPANCY CLASSIFICATION CLASSIFICATION REFLECTIVE RED PANTONE A-2 64' 32' 34' •TAVERN/BAR AREA TOTAL 2021 SQ. FT. A-2 (PMS # 187) TASTING RM. AREA 1197 SQ, FT. A-2 80 OFFICE "1 32160, FT. B >10%, FIRE SEP 4 2x4 FIRESTOPPIED, TYP. REQUIRED REFLECTIVE WHITE , OFFICE #2 439 SQ. FT, B >10%, FIRE SEP 5 DESIGN No. U301 LEGEND REQUIRED 1/2" STROKE 2 HOUR WALL ASSEMBLIES (INTERIOR PARTITIONS SHALL MECH RM 64 SQ. FT. INCIDENTAL TO A-2 1/4" BE BUILT IN ACCORDANCE WITH THE FOLLOWING: TWO LAYERS 5/8" TYPE X PLAIN OR PREDECORATED MARK DESCRIIPTION •STORAGE AREA TOTAL 3193 SQ, FT, 5-2 TRUSS IDENTIFICATION SIGN GYPSUM WALLBOARD, WATER RESISTANT BACKER BOARD PATH OF TRAVEL COMPLIANCE WITH 19 NYCRR PART 1264 OR VENEER BASE APPLIED PARALLEL WITH OR AT STORAGE AREA 2933 SQ. FT. S-2 6 ( RIGHT ANGLES TO EACH 2X4 WOOD STUDS 16 O.G, u MOUNT AT EXTERIOR BUILDING ENTRANCE DOORS. JOINTS OF SQUARE EDGE, BEVEL EDGE OR PREDECORATED D=X TRAVEL. DISTANCE OFFICE 01 260 SQ. FT, INCIDENTAL TO 8-2 6,1% 3 NOT LESS THAN 42 INCHES OR MORE THAN 60 INCHES WALLBOARD MAY BE LEFT EXPOSED. STAGGER JOINTS 24" o.c. EACH LAYER EACH SIDE. � ® FIRE E>cTINGUISHER ABOVE ADJOINING WALKING SURFACE ;BAIL WITH rod CEMENT COATED NAILS 1 'I/8" LONG, .0915 DIA SHANK •«BUILDING TOTAL 5220 SQ. FT. MIXED 98 1/4" DIA HEADS, AND ad CEMENT COATED NAILS, 2 3/6" LONG o a ILLUMINATED EXIT SIGN .113" DIA SHANK 9/32" DIA HEADS, ® •REQUIRES 2 HOUR SEP PER TABLE 508.3.3 BETWEEN A-2 AND 15 6 EMERGENCY LIGHT REQUIRES 2 HOUR SEP PER TABLE 505,3,3 BETWEEN 6-2 AND B � , THICKNESS: 6 1/8" APP WEIGHT: 12 PSF •• MAX ALLOWED IS 6000 PER TABLE 503, NO FIRE TEST: FM WP 360, 9-21-14: AREA MODIFICATION TAKEN NOTE: BUILDING IS NOT SPRINKLERED a m �n WORST CASE = IV WORST CASE 81' PROVIDE PANIC HARDWARE (20 LLOWED) TING (30 LLOWED) 3'0"x6'8" 3'0"x6'8" ® e U SEE NOTE00 s 24' a0 OPOSED MEIN ; Q X D K RESTROOM i } o r, r o r r rr r rr `" q r rr r rr L Q 6151 7 0 Stoll 21 9 a Z0 0 48 4 Q-- 3: Q� a� M Y o 01=1GE 01 (EXISTING) Y (X r ao c 3 ' PROPOSE OFFICE #I 0 � AREA . 26o SQ. FT. `n � ni OCCUPANT LOAD - 3 ARE - 321 60, FT, r., - M OC ANT LOAD - 4 USE INCIDENTAL mm Q USE = 15 t�1 X Ul �-1 a w EXISTING STORAGE AREA 221 P OPOSED WOMEN' " ; o__1 4 D ' �-- r � o � RESTROOM� �; ;o � � AREA - 2333 SQ. FT. � Q D • 20 ,� z OCCUPANT LOAD - 6 }- k :, `� = INS L ED USE = 62 � trl 3'0"x6'8" M q i INSULATE R-21 1�- ` 2 UR WALL REQUIRED, /SMOKE TIGHT (SEE DETAIL) 1 - - - - - -_ -_ -_ -_ 3'0"x6'8 LL 1.5 HOUR p . 9' RATED DOOR to ENGINEER: Oto 00en?- 681811 OP 80 60 20 PR P K m r 00 , 3'0"x 6'8" EXIT Q NOTE: ALL REQIUIRI=D FIRE WALLS 'p e " .5 HOUR TO BE INSTALLEID SMOKE TIGHT TO - WORST CASE - 15' `° • RED DOOR ROOF DECK ABOVE R K z e JEFf�REY T. BUTLER, P.E. (200' ALLOWED) o ru tu M � O D • 81' � PROPOSED TASTING ROO ROPOSED OFFI E 01 o U AREA - 439 SQ, FT. w cM s z AREA ■ 1191 SQ, FT. Q + d OCCUPANT LOAD - 5 O Y O o OCCUPANT LOAD = 80 USE B to USE - A2 n = Q •NOTE: !EXIT TO MEET THE QC Q O O a R£QUIREt"1ENT8 OF CHAPTER D = 30 0. 11 NYSBC AND ICC/ANSI A111.1 2003 � c z 1 j z INCLUDING, ACCESSIBLE ROUTE ty TO HANDICAP PARKING STALLS N N D ■ 24' (K D = 34' ' :}'tU \n fo- w 81 01'r u— • N Q p MEC14 RM. 1. AREA - 614 SQ. FT. o U n 00 V M 0 14r 011 ® e • sEe NorE • 3'0"x6'8" PROVIDE PANIC HARDWARE EXIT 2 0 XIS' PLAN AND FIRE SEPARATION FLAN WORST CASE - 56' (200' ALLOWED) r 4 404.2.4.2 SLIDING AND FOLDING DOORS, IBUILDING CODE OF N,Y.S. 1 WHERE AN ACGE98iBLE ROUTE MAKER A 180 !DEGREE TURN AROUND AN OBJECT WHICH 18 LESS SLIDING DOORS AND FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES 30r0 - KNEE AND TOE CLEARANCE COMPLYING WITH TABLE 404,2,4,2, CHAPTER 11 - ACCESSIBILITY THAN 48 INCHES (1220 MM) WIDE, CLEAR WiDTHiS SHALL BE 42 INCHES (1065 MM) MINIMUM APPROACHING THE TURN,48 INCHES (1220 MM.)MINIMUM DURING THE TURN, AND 42 INCHES (1065 TABLE 404.2.4.2 SECTION 1101 - GENERAL 306.1 GENERAL, MM) MINIMUM LEAVING THE TURN, MANEUVERING CLEARANCES FOR SLIDING AND FOLDING DOORS 110111 SCOPE WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR OR GROUND SPACE APPROACH DIRECTION MINIMUM GLEARENCES THE PROVISIONS OF TH15 CHAPTER AND APPENDIX E SHALL CONTROL THE DESIGN AND AT AN ELEMENT, CLEARANCE AT AN ELEMENT, OR A WHEELCHAIR TURNING SPACE, THE SPACE SHALL PERPENDICULAR PARALLEL TO CONSTRUCTION OF FACILITIES FOR ACCESSIBILITY TO PHYSICAL DISABLED PERSONS, COMPLY WitH SECTION 306, ADDITIONAL SPACE BEYOND KNEE AND TOE CLEARANCE SHALL BE EXISTING METAL ROOF TO DOOR DOOR PERMITTED BENEATH ELEMENTS. FROM FRONT 48 IN (1220 mm) O IN (O mm) 1101.2 DESIGN FROM HINGE SIDE 42 IN (1065 mm) 54 IN (1370 mm) SEE NOTE 2 BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTfRUCTED TO BE ACCESSIBLE IN 306,2 TOE CLEARANCE "= :._.«�; E IFROM LATCH SIDE 42 IN (1065 mm) 24 IN (610 mm), SEE NOTE 2 ACCORDANCE WITH THIS CODE AND ICG/ANSI A111.1 " `:;. ;' 12 4 STING I Maneuvering apace shall Include full width of doorway, ,.. I --�-cr=-«. ROOF 2 -From the latch aide toward the approach direction. 303 - CHANGES IN LEVEL TRUSS 303, 54 MIN. 1 GENERAL I •--------+ I CHANGES iN LEVEL IN FLOOR OR GROUND SURFACES SWALIL COMPLY WITH SECTION 303, R-30 INSULATION b/sI. GWB I 303.2 VERTICAL. 1 I CHANGES IN LEVEL ((o MM)HiGH MAXIMUM SHALL BE PERI111I ED TO BE VERTICAL, ' ' (P i i v i I `--------'' PROPOSED -------- I ------- FIG, 306.2 EXISTING WALL SYSTEM WITH TASTING min, TOE CLEARANCE METAL SIDING • (A) lB) R-21 INSULATIONC= ROOM 42 min. L 42 min. -------------• FIG, 303,2 306,2,1 GENERAL �-- VERTICAL CHANGES IN LEVEL SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND 9 INCHES (230 MM) ABOVE I THE FLOOR OR GROUND SHALL BE TOE CLEARANCE AND SHALL COMPLY WITH SECTION 306.2, 303,3 BEVELED. X 48 N ' 24 MINI CHANGES IN LEVEL BETWEEN 44 INCH(6 MM) HIGH MINIMUM AN40 14 INCH (13 MM) HIGH MAXIMUM SHALL SAW GUT EXISTING FIG, 403.5.1 v I 306.2,2 MAXIMUM DEPTH, 4" P.C, SLAB 24" BACK 1-----_- BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2, TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN FROM EXISTING EXTERIOR WALL CLEAR WIDTH AT TURN 403. .2 PASSING SPACE, ---- AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES (1525 MM) SHALL PROVIDE (C) 1 2 ELEMENT, � �— �-� PASSING SPACES AT INTERVALS OF 200 FEET (61M)MAXIMUM, THESE PASSING SPACES SHALL 306.2.3 MINIMUM DEPTH, FIG 404242 ALONG PERIMETER OF OUTSIDE ,} BOARD 2d" HORIZONTALLY x , , , . z, u` BE EITHER A 60 INCH (1525 MM) BY 60 INCH (1525 MM) MINIMUM SPACE, OR AN INTERSECTION WHERE TOE CLEARANCE 18 REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR OR OF TWO WALKING SURFACES WHICH PROVIDE A t-SHAPED TURNING SPACE COMPLYING WITH MA1;k1UY£RING CLEARANCE AT SLIDING AND FOLDING DOORS GROUND SPACE THE TOE CLEARANCE SHALL EXTEND I'I INCHES (430 MM) MINIMUM BENEATH WALL IN ADDITION, INSTALL 2" a DOW INSULATION, PAtG AND SECTION 304. THE ELEMENT. 404.2.4.3 DOORWAYS WITHOUT DOORS. Pf/I REPAIR SLAB WITH 3 O PSI DOORWAYS WITHOUT DOORS THAT ARE LESS THAN 36 INCHES (915 MM)WIDE SHALL HAVE FIG. 303,3 ll i Ii CONCRETE 404 - DOORS AND DOORWAYS 306.2,4 ADDITIONAL CLEARANCE. 2 0 MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.4.3. BEVELED CHANGES IN LEVEIL SPACE EXTENDING GREATER THAN 6 INCHES (150 MM) BEYOND THE AVAILABLE KNEE EXISTING GRADE 6" DEEP AS SHOWN.71 ' CLEARANCE 404.1 GENERAL. TABLE 404.2.4.3 303.4 DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS CHAHA RAMPED, AT 9 INCHES (230 MM) ABOVE THE FLOOR OR GROUND SHALL N07 BE INCLUDED IN TOE 404 CNGES IN LEVEL GREATER THAN It INCH (13 MM) SHALL BEE RAMPED AND SHALL COMPLY WITH CLEARANCE. 31 APPROACH DIRECTION MINIMUM CLEARENCES SECTION 405 OR 406, _ 404,2 MANUAL DOORS. PERPENDICULAR TO DOOR (SEE NOTE 1) 304 - WHEELCHAIR TURNING SPACE 306.2.5 WIDTH. PROPOSED THERMAL MANUAL DOORS AND DOORWAYS, AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY FROM FRONT 48 IN (1220 mm) TOE CLEARANCE SHALL BE 30 INCHES Ci60 MM)WIDE MINIMUM, BREAK (R-10 INSULATION) WITH THE REQUIREMENTS OF SECTIONS 404,2,1 11`14ROUGH 404,2,11, � FROM SIDE 42 IN (1065 mm) 306,3 KNEE CLEARANCE, La I MANEUVERING SPACE SHALL INCLUDE FULL WIDTH OF DOORWAY. 304.1 GENERAL 404.2.1 REVOLVING DOORS AND TURNSTILES, A WHEELCHAIR TURNING SPACE SHALL COMPLY WITH SECTION 304. $ REVOLVING DOORS OR TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. 404,2,4,4 RECESED DOORS, 404,2,2 DOUBLE-LEAF DOORWAYS. WHERE THE PLANE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES (200 MM) 304,2 FLOOR OR GROUND SURFACE, min. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO INDEPENDENTLY OPERATED FROM THE PLANE OF THE WALL,CLEARANCES FOR FRONT APPROACH SHALL BE FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING �t'AGE SHALL HAVE A SLOPE NOT LEAVES SHALL COMPLY WITH SECTIONS *04,2,3 AND 404,2.4, PROVIDED. STEEPER THAN 1:45 AND SHALL COMPLY WITH SECTION 302, SECTION A—A 404,2,3 CLEAR WIDTH, 404.2.4.5 FLOOr OR GROUND SURFACE, 304.3 SIZE. DOORWAYS SHALL HAVE A CLEAR OPENIiNG OF 32 INCHES (615 MM)MINIMUM, CLEAR OPENING FLOOR OR GROUND SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE WHEELCHAIR TURNING SPACE SHALL COMPLY WITH SECTION :304.3,1 OR 304,3,2. INCLUDE KNEE AND A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302, TOE CLEARANCE COMPLYING WiTH SECTION 306 ONLY AT TWE END OF EITHER THE BASE OR ONE ARM, OF DOORWAYS WITH SWINGING DOORS SHIALL BE MEASURED BETWEEN THE FACE OF DOOR I AND STOP,WITH THE DOOR OPEN 90 DEaREES, OPENINGS MORE THAN 24 INCHES ((010 MM) I DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (915 MM)MINIMUM, THERE SHALL BE NO 404.2,5 THRESHOLDS AT DOORWAYS. 60 min. 60 min I 1 THRESHOLDS, IF PROVIDED, At DOORWAYS SHALL BE 19 INCH (13 MM)HIGH MAXIMUM, ' ' u •.—y PROJECTIONS NTO THE CLEAR OPENING IWIPTH LOWER THAN 34 INCHES (865 MM) ABOVE THE + I I �' �. ' I I _ FLOOR OR GROUND. PROJECTIONS INTO TfHE MINIMUM CLEAR OPENING W RAISED THRESHOLDS AND CHANGER IN LEVEL AT DOORWAYS SHALL COMPLY WITH WIDTH MORE THAN 34 N INCHES (865 MM) AND UP TO 80 INCHES ((2020 MM) ABOVE THE FLOOR OR GROUND ARE SECTIONS 302 ( �` i i i i i E PERMITTED BUT SHALL NOT EXCEED 4 INCHES (102 MM), AND 303. ( I 1 1 2 -------- 1 32"MIN. 32"MIN. 404,2.E TWO DOORS IN SERIES. I I 1 1 O --•+ r- p !�— DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES (1220 MM)MINIMUM PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. DOORS IN SERIES I 1 FIG, 306,3 , SHALL SWING EITHER IN SAME DIRECTION OR AWAY FROM SPACE BETWEEN DOORS. `- ___ I in1n. KNEE CLEARANCE 90DEG. CB)SLIDING DOOR ------� �- 48 MIN. 48 MIN. (A)CIRCULAR min, 36 min, 12 min, 306,3,1 GENERAL Q 3� SPACE UNDER AN ELEMENT BETWEEN S INCHES (230 MM) AND 21 INCHES (685 MM) ABOVE THE % ,I 'I FIG, 304.3 (113)T-SHAPED FLOOR OR GROUND SHALL BE KNEE CLEARANCE AND SHALL COMPLY WITH SECTION 306,3. ,,,r SIZE OF WHEELCHAIR TURNING SPACE ++; 3063,2 MAXIMUM DEPTH. 'Q (A)HINGED POOR M (C) FOLDING DOOR 304.3.1 CIRCULAR SPACE KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN 0 THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESMS THAN 60 INCHES 11525 MM) ELEMENT AT 9 INCHES (230 MM) ABOVE THE FLOOR OR GROUND. O (6 0 FIG. 404.2:.3 �� DIAMETER MINIMUM. WHEELCHAIR TURNING SPACE SH,d" BE PERMITTED TO INCLUDE KNEE I CLEAR WIDTH OF DOORWAYS AND TOE CLEARANCE COMPLYING WiTH SECTION 306'0. 306,3,3 MINIMUM DEPTH, N C%4 WHERE KNEE CLEARANCE 16 REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR � . 404,2,4 MANEUVERING CLEARANCES AT pOORS. 304.3.2 T-SHAPED SPACE. OR GROUND SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES (260 MM) DEEP MINIMUM AT 9 M)M WIDE MINIMUM, EACH MINIMUM MANEUVERING CLEARANCES AT !DOORS SHALL COMPLY WITH SECTIONS 404.2.4.1 THE WHEELCHAIR TURNING BPACE SHALL A BASE 3 SE 36 6 PED BPACE!NGHES (BM A 60 INCH INCHES (230 MM) ABOVE THE FLOOR OR GROUND, AND 8 INCHES (205 MM)DEEP MINIMUM AT 0 THROUGH (A) �) (1525 MM) MINIMUM SQUARE WITH ARMS AND 21 INCHES (685 MM) ABOVE THE FLOOR OR GROUND, X 404,2,4,1. f ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS U2 INCHES (610 MM) MINIMUM IN EACH EXCEPTION: DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTTRUCTIONS 306.3.4 CLEARANCE REDUCTION, 0 U DOORS TO HOSPITAL BEDROOMS SHALL BE EXEMPT FROM THE REQUIREMENT FOR SPADE FIG. 404.2.E -TWO DOORS IN SERIES , Z At THE LATCH SIDE OF DOOR PROVIDED THE DOOR iS 44 INCHES (1120 EM) F BETWEEN 9 INCHES (230 MM) AND 2"1 INCHES (685 MM) ABOVE THE FLOOR OR GROUND, THE 404,2.1 DOOR HARDWARE. KNEE CLEARANCE SHALL BE PERMITTED TO BE REDUCED AT A RATE OF I INCH (26 MM) FOR 4 DOORS. MINIMUM, HANDLES, PULLS, LATCHES,LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS 304, EACH 6 INCHES (150 MM) IN HEIGHT, 404,2,4,1 SWINGING DOORS, SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTM TO SWING INTO WHEELCHAIR TURNING SWINGING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. SUCH HARDWARE SHALL SPACES, p- 306.3.5 WIDTH, � SWINGING BE 34 INCHES (865 MM) MINIMUM AND 46 INCHES (1220 MM) MAXIMUM ABOVE THE FLOOR OR KNEE CLEARANCE SHALL BE 30 INCHES ('160 MM) WIDE MINIMUM. GROUND, WHERE SLIDING DOORS ARE iN THE FULLY OPEN POSITION, OPERATING HARDWARE 305 - CLEAR FLOOR OR GROUND SPACE TABLE 404,2,4,1 SHALL BE EXPOSED AND USABLE FROM BOTH SIDES, LL MANEUVERING CLEARANCES FOR MANUAL SWINGING DOORS EXCEPTION: 305.1 GENERAL, CHAPTER 4. - ACCESSIBLE ROUTESLL TYPE OF USE MINIMUM CLEARENG£S LOCKS USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WITH SEECTION 305, 42" MiN, 18" lu APPROAG DOOR PERPENDICULAI Z BEYOND LATCH PARALLEL t0 DOOR ARE PERMITTED IN ANY LOCATION, 401 - GENERAL DIRECTION SIDE t0 POOR 305.2 FLOOR OR GROUND SURFACES, `� o PULL 60 IN (1525 mm) 180 IN (455mm) 404,2,8 CLOSING SPEED. FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND SPACE SHALL HAVE A SLOPE NOT FROM FRONT FROM FRON PUSH 48 IN (152 mm) O IN f0 mmrl STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302. 401,1 SCOPE. (n ENGINEER: 404.2.8.1 DOOR CLOSERS, ACCESSIBLE ROUTES REQUIRED BY THE SCOPING PROVISIONS ADOPTED BY THE ADMINISTRATIVE FROM HfNGr= PULL 6o IN 11525 mm) 36 IN (915 mm) 42 IN (1065 mm) DOOR CLOSER$ SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 30513 SIZE, AUTHORITY SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF THIS CHAPTER. FROM H[NG14 PUSH 142 IN (1065 mm) 54 IN (1310 mm) DEGREES,THE TIME REQUIRED TO MOPE THE DOOR TO AN OPEN POSITION OF 12 THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHE_S(T60 MM) MINIMUM BY 48 NCHES (1220 io 1 BARHANsI SECURED TO FROM LATC PULL 48 IN (1220 min) 24 IN (610 mm) DEGREES SHALL BE 5 SECONDS MINIMUM. FROM LATG PUSH 42 IN (1065 mm) 24 IN (610 mm) MM) MINIMUM, 402 - ACCEcJSII3LE ROUTES `r CLEAR 3 4 n WOOD>9lOCKMG 404.2,8,2 SPRING HiNGES, FLOOR AR s AND LOCATED A8 r 4. 1 Maneuvering apace shall include full width of doorway. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF '10 305,4 KNEE AND TOE CLEARANCE. PER A.N.S,I,f 2 Add 12 inches (300 mm) If closer and latch provided. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE PERMITTED TO INCLUDE ACC GENERAL. (SEE AC STANDARDS r �' � 1�1 DEGREES,THE DOOR SHALL MOPE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM, 30 MIN (gam ACCESSORIES) r rU ) 3 Add 6 inches (150 mm) if closer and latch provided, MEASURED UNDER AMBIENT CONDITIONS, KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306.. ACCESSIBLE ROUTER SHALL COMPLY WITH SECTION 402, CLEAR FLOOR AREA ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: 4 Add 6 Inches(150 mm) 1f closer provided. _____________, 404,2,9 DOOR-OPENING FORCE, 305.5 POSITION. 402.2 COMPONENTS, " �. 60 MIN, r; 1 I 54"MIN. FiRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE UNLESS OTHERWISE SPECIFIED THE CLEAR FLOOR OR GROWND SPACE SHALL BE POSITIONED FOR ` WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1.20 ADMINISTRATIVE AUTHORITY, THE MAXIMUM FORCE FOR PUSHING OPEN OR PULLING OPEN EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENgT DOORWAYS, RAMPS, CURB R S, ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS, ALL COMPONENTS OF AN ACCESSIBLE UT ' '-------------+ DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: �, r1_`, '. . 48 min. SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. I, INTERIOR HINGED DOOR: 5,0 POUND$ (22.2 N) I 1 JEFI=REY -t.-BCITLER, P.E. 2, SLIDING OR FOLDING DOOR: 5,0 POUNDS (22,2 N) I I $ 403 - WALKING SURFACES I 18 MIN. iV I ' THESE FORGE$DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR I v i i DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION, i i i i 1 403.1 GENERAL �•/' � ------ - --------- WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION - 404.2,10 DOOR SURFACE, '� � � O � i 403, • � (A)FRONT APPROACH,PULL-SIDE DOOR SURFACES WITHIN 10 INCHES (255 MM) OF THE FLOOR OR GROUND MEASURED MIRROR_ LL .48 MIN WHERE BOTH CLOSER AND LATCH ARE PROVIDED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF m O ___________, THE POOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE i --'-""'""---- 403,2 FLOOR OR GROUND SURFACE. LAVATORY I ' WITHIN 1/16 INCH (1,6 MM)OF THE SAME PLANE AS THE OTHER, CAVITIES CREATED BY ADDED `---------' FLOOR OR GROUND SURFACES SHALL COMPLY WITH SECTION 302, GRAB BARS Z KICK PLATES SHALL BE CAPPED, 30 min. L �)PPARALLEL 403,3 SLOPE. 3'-O' 6• O Q/ t- rJ O t7 2 z EXCEPTIONS: I I (FJ HiNGE APPROACH,PUSH SIDE Q +34 MIN WHERE BOTH CLOSER AND LATCH ARE PROVIDED I. SLIDING DOORS. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE DOOR 12"MIN FIG,305,5 8 - 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR (A) FORWARD OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1.48, I i SHOE WITH THE TOP LEADING EDGE TAPERED At NO LESS THAN 60 DEGREES FROM POSITION OF CLEAR FLDeOR OR GROUND SPACE THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH (255 MM)BOTTOM 305,6 APPROACH, 3 - '• Q � z° I I 403,4 ORANGES IN LEVEL � iu z � � W-------- r------------ RAIL HEIGHT REQUIREMENT, k._3. DOORS WHICH DO N07 EXTEND 70 WITHIN 10 INCHES (255 MM) OF THE FLOOR OR ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR Cs':,<OUND SPACE SHALL ADJOIN OR CHANGES IN LEVEL SHALL COMPLY WITH SECTION 303, - (BJ FRONT APPROACH, IOVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEEAR FLOOR OR GROUND BPACE, ~ ,Z Z LLI I 1 GROUND, 403,5 CLEAR WIDTH, > V =1 PUSH SIDE 305,1 MANEUVERING CLEARANCE, CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH TABLE 403.5, WATER CLOSET W[X 1 ' I 404.2.11 VISION LITES. I I oo IF A.CLEAR FLOOR OR GROUND SPACE IS IN AN ALCOVE OAR OTHERWISE CONFINED ON ALL OR _ � 24" DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANNCES COMPLYING WiTH SECTIONS 305,'1.1 TABLE 403,5 i MIN THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE Q O u •-----------------i ' PANEL 43 INCHES (1090 MM) MAXIMUM ABOVE THE FLOOR OR GROUND, AND 305,"i,2 SHALL BE PROVIDED, CLEAR WIDTH OF AN ACCESSIBLE ROUTE � � Y i �- 24 SEGMENT NCHES (610 MM) 32iIINCHES (915IMUM EMN)WIDTH MIN. O u -------- 60 min. - -B- 404,3 AUTOMATIC DOORS. 541' nn I I (F)LATCH APPROACH,PULL SIDE AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTIONS 404,3.1 THROUGH : . � - , I � > 24 INCHES (610 MM) 36 INCHES (915 MM) '-�' I'-0 O cA I 1 404,3,6, FULL POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA A156.10, LOW- ENERGY . (v 1 I LL •------------- AND POWER-ASSISTED DOORS SHALL COMPLY WiTH ANSI/BHMA A156,1S, � � GRAB Bags O , E X � ^ 1 CONSECUTIVE SEGMENTS OF 32 INCHES (815 MM) WIPE MUST BE SEPARATED BY A ROUTE nn z Q SEGMENT 48 INCHES (1220 MM) LONG MINIMUM AND 36 INCHES (S15 mm) wide minimum, MIRROR 5 •-al• i/- - 36"MIN. I I , 404,3,1 CLEAR OPENING WIDTH, X I ' DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES (815 MM) IN POWER-ON AND 0 LAVATORY I -------- I N POWER-OFF MOD£, THE MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEMS SHALL BE i 1 � i i 4 • (C)HINGE APPROACH,PULL Q BASED ON THE CLEAR OPENNG PROVIDED BY ALL LEAFS IN THE OPEN POSITION, I I 24 min. 48 min. 2 min. �.M SIDE � � �------------- ; I � 1 I 404,3.2 MANEUVERING CLEARANCES, •-------------------, 36 min, r a ,•�^ CLEARANCES AT POWER-ASSISTED DOORS SHALL COMPLY WITH SECTION 404,2.4, L L 4 •48 MIN, WHERE (5)PARZALLEL APPROACH M SL08ER PROVIDED 404.3.3 THRESHOLDS, (a) FORWARD APPROACH FIG. r305.1 - MANEUVERING CLEARANCE IN AN ALCOVE C C THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTION 404,2.5, 1 8.KNEE CLEARANCE 1 305,11 FORWARD APPROACH, 0) %D TlssuE HOLDER I 404, ,4 TWO DOORS IN SERIES, I 42"MIN ; DOORS IN SERIES SHALL COMPLY WITH SECTION 404.2.6. THE WIDTH OF AN ALCOVE SHALL BE 36 INCHES (915 M1M)MINIMUM WHERE THE DEPTH EXCEEDS CIl ; '.su L.av DEp WATER CLOSET 3 , (G)LATCH APPROACH,PUSH SIDE 24 INCHES (610 MIN). o ' ________ ' FIG, 404,2.4,1 404,3,5 CONTROL SWITCHES. TYPICAL HANDICAP IDE 1 AILS MANEUVERING CLEARANCE AT SWINGING DOORS CONTROL SWITCHES SHALL COMPLY WITH SECTION 309, 305.1.2 PARALLEL APPROACH. fD)HINGE APPROACH,PULL SIDE THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES (1525 1MM)MINIMUM WHERE THE DEPTH FIG 403.5-CLEAR WIDTH OF AN ACCESSIBLE ROUTE (FROM ICC/ANSI A111.1 2003) 48 MIN WHERE 5MI CLOSER AND LATCH ARE PROVIDED: 404.3,E SIGNS. EXCEEDS 15 INCHES (380 MM). LABELS AND WARNINGS FOR AUTOMATIC DOORS SHALL COMPLY WITH SECTION 103.4, NOTE. PLUMBING GENERAL NOTES THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE 14. ALL COLD AND HOT WATER, AND STORM PIPING AND FITTINGS SHALL BE COVERED WITH A MINIMUM COVERING WITH THE REQUIREMENTS OF Pro04 OF THE BCNY i, ALL PLUMBING WORK UNDER tHiB CONTRACT SHALL CONFORM TO THE PCNYS AND ALL AUTHORITIES HAVING JURISDICTION. OF 1" MOLDED FIBERGLASS PIPE INSULATION WITH A MAXIMUM "K" FACTOR OF ,24 At TEMPERATURE OF 'f50F, FITTINGS, VALVES AND APPURTENANCES SHALL BE INSULATED WITH MOLDED FITTINGS WITH THE SAME THERMAL MINIMUM DAILY STATIC PRESSURE (AIDJUSTI=D FOR HEIGHT) • 55 PSI 2, ALL MATERIALS SHALL BE NEW UNLESS NOTED OTHERWISE, HOSPITAL GRADE AND ADA COMPLIANT. CHARACTERISTICS. ' UJ ROOF 4" Y,t.R, 3. THE PLUMBING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LABOR AND MATERIALS INSTALLED ID, ALL PIPE HANGERS AND SUPPORTS SHALL BE FABRICATED OF MATERIALS AND INSTALL;=D IN ACCORDANCE MAXIMUM DEVELOPED LENGTH FOR LVATER PIPING UNDER THIS CONTRACT AND SHALL GUARANTEE THE WORK PERFORMED UNDER THIS CONTRACT FOR A PERIOD OF WITH THE PLUMBING CODE ' (ADJUSTED FOR PRESSURE LOSS DUB TO FITTINGS) - 208 FEET ONE(1)YEAR FROM THE DATE OF COMPLETION OF HIS WORK, 16, ALL NEW PLUMBING FIXTURES SHALL BE INSTALLED WITH ANGLE STOP VALVES IN THE SUPPLY LINES BELOW THE 4, PLUMBING CONTRACTOR SHALL CONSULT AND COOPERATE WITH THE GENERAL CONTRACTOR, HEATING FIXTURES, z CONTRACTOR, ELECTRICAL CONTRACTOR, ETC. IN ORDER TO AVOID INTERFERENCE DURING INSTALLATION OF THE ' THE BUILDING WATER SUPPLY HAS BEEN DESIGNED ACCORDING 11. ALL NEW EXPOSED FIXTURE SUPPLY PIPING AND WASTE PIPING SHALL BE CHROME PLATED AND SHALL HAVE WORK. 211, i3" 31' TO AVAILABLE PSI/GPM AS REPORTED BY S LLED CWA AND HEADLOSS CHROME PLATES ESCUTCHEONS INSTA AT THE PENETRATIONS THROUGH THE WALLS. I I 1 1 2 DUE TO ELEVATION CHANGE AND FRICTION FOR THE FIXTURE USE 5. THE PLUMBING CONTRACTOR SHALL PREPARE AND FILE ALL REQUIRED PLANS AND PERMITS INCLUDING REST RM, (� a SHOWN ON THESE PLANS, BACKFLOW PREVENTION DEVICE WITH THE LOCAL AUTHORITIES AND SHALL PAY ALL FILING FEES AS REQUIRED BY 10, ALL NEW VALVES SHALL BE "FAIRBANKS" rOR EQUAL RATED AT In PSIG, WOG, O THE LAWS. HE SHALL OBTAIN ALL WORK PERMITS AND WRITE-OFFS AS REQUIRED TO EXECUTE THIS WORK IN A LEGAL ' OFU-5 T uV 19. PLUMBING CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL NEW PLUMBING P.M.FIXTURES AND EQUIPMENT FOR JAN SINK i REST t�1 NOTE: MANNER. APPROVAL BEFORE INSTALLATION OF SAME. pFU-2 ; pFU.S A SMOKE AND FIRE ALARM SYSTEM IS REQUIRED AND SHALL BE INSTALLED PER TOWN OF SOUTHOLD (P. THE PLUMBING CONTRACTOR SHALL PERFORM ALL TESTS REQUIRED BY CODE AND SHALL FURNISH ALL ° CODE. INSTALLER t0 SUBMIT PLANS TO THE BUILDING CERTIFICATES OF INSURANCE AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND THE OWNER, 20. PIPE SLEEVES SHALL BE INSTALLED At ALL PENETRATIONS THROUGH WALLS AND FLOORS, DEPARTMENT OF APPROVAL PRIOR TO INSTALL�4tION, 3 COMP v V ' 'I, THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO ALL PLUMBING EQUIPMENT REGARDLESS 21, WATER HAMMER ELIMINATORS SHALL BE INSTALLED ON ALL DROPS IN THE WATER LINES SERVING THE TOILET I v W,G, W.C, Li ROOMS AND OTHER AREAS. � (7 FAI OF WHETHER SHOWN HEREIN WITHOUT ANY ADDITIONAL COSTS TO THE GENERAL CONTRACTOR. INDILjCT57 let FLOOR 3"FD 3"FD 8, PLUMBING CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS, 22, SHUT OFF VALVES AND SHALL BE INSTALLED AT ALL PIECES OF EQUIPMENT TO FACILITATE SERVICING, ' I ' r L II Iuu i Q INCLUDING SIZES OF CONNECTIONS, BEFORE SUBMITTING A QUOTATION FOR THE WORK. 2" ' 2" G,O. " r CIO, p 23. BALL VALVES FOR WATER SYSTEM SHALL BE BRONZE BODY WITH CHROME PLATED BRONZE BALL, STAINLESS 3 \ 3" GMU PIT WITH METAL COVER z Q S. PLUMBING CONTRACTOR SHALL PERFORM ALL CUTTING, EXCAVATION,BACKFILLING, ETC. AS REQUIRED FOR THE STEEL HANDLE, DURAFILL SEATS AND SEALS RATED PSIG, WOG. TO GRADE PER SCDHS INSTALLATION OF THE WORK AND SHALL PERFORM ALL ROUGH AND FINAL PATCHING BACK TO ORIGINAL STATE, I UNLESS OTHERWISE NOTED. 24, PLUG COCKS FOR GAS PIPING SHALL BE IRON BODY WITH BRASS PLUG AND WASHERS, SCREWED ENDS AND G'O II-—�—— ——— — —l—— —--.—�._. _ AST IRON a N SHALL HAVE BEEN AIR TESTED BY THE MANUFACTURER, USE TRAP SLOPE ■ � " PIER LfN, FT, MIN ; TO AN 10, PLUMBING CONTRACTOR SHALL PERFORM ALL TESTS REQUIRED BY THE LOCAL AUTHORITIES HAVING a APPROVED JURISDICTION AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED AT NO ADDITIONAL COST TO THE GENERAL 25• ALL PIPING SHALL BE TESTED AT A MINIMUM OF 1 1/2 TIMES THE OPERATING PRESSURE, UNLESS OTHERWISE4 — TOTAL DFU ■ 42 C.O.G , 411 C,I, SANITARY CONTRACTOR. NOTED ON THE DOCUMENTS OR IN THE CODES AND IN ACCORDANCE WITH THE UTILITY REQUIREMENTS FOR GAS SEPTIC SYSTEMS. SYSTEM 11. ALL NEW CONNECTIONS TO NEW EQUIPMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE CODE AND THE PROPOSED P I � I M 5 I N G R 1 5 ER EQUIPMENT MANUFACTURERS RECOMMENDATIONS. 26, PLUMBING CONTRACTOR SHALL COORDINATE LOCATION OF ALL ROUGHING WITH RESPONSIBLE CONTRACTOR i�4rt 1 1 PRIOR TO INSTALLATION AND SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED. DRAWINGS DEPICT DESIGN INTENT 12. ALL SANITARY AND STORM PIPING INSTALLED ABOVEGROUND SHALL BE CAST IRON WITH "NO-HUB" JOINTS OR AND SHALL NOT BE SCALED FOR DIMENSIIONS, NOT TO SCALE a GALVANIZED WITH DRAINAGE PATTERN FITTINGS FOR SANITARY AND STORM WASTE PIPING AND MALLEABLE FITTINGS FOR PENT LINES, 21. SEE SHEET T-O,O FOR ADDITIONAL NOTES ON PLUMBING AND SPRINKLER SYSTEM, m 13. ALL PIPE MATERIAL AND FITTINGS PER CURRENT CODE m 3'0"x6'8" �8- 8t 1 P-2 fl OPOSED MEA! ; RESTROOM 6r Srr " 7r 0" orr 21' 9rr �' Z0' Orr 481 Orr 01=1=1C �'1 (EXISTING)P-I , 4 PROPOSED OFFICE *1 c .`Y'i r 3 �- LU m M P-1 7''--P-�4� jjj c� r EXISTING STORAGE AREA ��- � o � P OPOSED WO EN'S v0 00 RESTROOM, ju o i 3'0"X6'8" P-2 ' ® Q, � — — — — — — — — — 3,0"x6, cal - - — — — — — — — — — 8 w Lu L 681 8" .� k PLUM$INCx NOTES: , PAY T. @ PROPOSED eAR 1. SEE DETAILS FOR TYPICAL HANDICAPPED RESTROOM LAYOUT ELEVATIONS AMC) ACCESSORIES. : l , K 161011 - Lu 2, RESTROOMS FIXTURES TO BE INSTALLED PER ANSI STANDARDS FOR HANDICAP RESTROOMS, ® 3. ALL VENTING TO TERMINATE ABOVE ROOF, ALL TERMINATION'S SHALL NOT BE WITHIN 10 FEET HORIZONTAL OF OA 07 ,93 �N' to ANY FRESH / VENTILATION AIR INTAKES UNLESS IT 18 AT LEAST 2 FEET ABOVE THE TOP OF SUCH OPENING, U- NPR ES510 m c V 4, CONTRACTOR TO SUPPLY AND INSTALL ENCLOSURES AS SHOWN - M GLOBAL POLYMER (HOPE) BY GLOBAL STEEL PRODUCTS CORP. OR EQUAL WITH FLOOR AND WALL AMCHOf ZING® JEFFREY T, SUTLER, P.E.SYSTEMS, PROVIDE NECESSARY BLOCKING IN WALL. 0 PROPOSED TASTING ROOM PROPOSED OFFICE 1 FIXTURE SCHEDULE � AREA 119"f SQ. FT, �, FIXTURE P-TR,4P CHART � o OCCUPANT LOAD ■ 80 DES DESCRIPTION `n 0 LAY, TRAPS s 1 1/2" ALL UTILITY SINKS s 311 O Q P-I WATER CLOSET (HANDICAPPED): ALL SINK TRAPS 21 ALL W.C. 3 z ALL FLOOR TRAPS . 311 ALL CLEAN OUTS - 4" ON 4" LINE g M AMERICAN STANDARD FILOOR MOUNTED Oa 3" ON 3" LINE O u P-2 LAVATORY (HANDICAPPED): O Q o AMERICAN STANDARD 0356,015 LUCERNE WALL HUNG INSULATION 'Q4 LAVATORY: VITREOUS CHINA, FRONT OVERFLOW, SELF-DRAINING DECK, DRILLED d O 3 FOR 4" CENTERS AND FOR CONCEALED ARMS MOUNTING, W TRU-SRO LAV-GUARD UNDER SINK PROTECTIVE PIPE COVER: MODEL 0103 WITH FIXTURE ROUGHAN SCHEDULE z Z REUSABLE FASTENERS, FIXTURE GW NW SAN VENT NOTES } L FAUCET: AMERICAN STANDARD HERITAGE '1502.11OVP, 4 CENTERSI�T, GOOSENECK FAUCET, LEVER HANDLES AND GRID DRAIN, WATER CLOSET I" - 3" 2" 1, 2 Sr Orr ANGLE STOPS WITH LOOSE KEY. LAVATORY 1/2" 1/2" 1 1/2" 1 1/4" 1, 2 SUPPLIES: MCGUIRE NO, 16I LK, 3/8" X 1/2" O,D, CHROME PLATED SOLID BRASS1, 2 �� MOP RECEPTOR 3/4" 3/4" 3" 1 1/2" 1, 2 v P-TRAP: MCGUIRE NO, 2c01, 1-1/4 X 1-1/2 CAST BRASS;CHROME-PLATED P-TRAP, FLOOR DRAIN - - 3" I i/2" 1 ------ A SLIP' INLET, THREAD OUTILET, BRASS-NUT AND CLEAN-OUT PLUG, O o MEC14 RM. NOTES: ' P-3 SLOP SINK: m a © AREA . 64 60, FT. ; BY OWNER I. SIZES INDICATED ARE MINIMUM. LARGER SIZES SPECIFICALLY INDICATED ON DRAWINGS O LL 00 M SUPERSEDE MINIMUM SIZES INDICATED IN THIS SCHEDULE. 0 P-4 3 COMPARTMENT SINK 11:3Y OWNER �. ' 2. TERMINATION STYLE AND SIZE FOR FIXTURE CONNECTIONS SHALL BE AS INDICATED BY A.O. SMITH O ELECTRIC HWH 141 On FIXTURE MANUFACTURER. U GOLD DRE-52 i i 3'0"x6'8" i 4" BURIED SANITARY- SERVICE PROPOSED PJ�UM51NG PLAN � (BY OTHERS) , SEE SITE PLAN FOR ADDITIONAL INFORMATION ------ A , EXIT REMOTENE86 SCHEDULE 5ULDING AREA ANALYSIS 6„ 2 HOUR WALL ASSEM5LY e OCCUPANCY OF TOTAL OCCUPANCY AREAAREAq,pIAGONAL 1/2 pIAGONAL DOOR REPARATION ARC' CLASSIFICATION CLASSIFICATION REFLECTIVE RED PANTONE A-2 64' 32' 34' •TAVERN/BAR AREA TOTAL 2021 80, FT. A-2 (P M S # 18 7) TASTING RM. AREA 1191 So. FT, A-2 80 1271 VA OFFICE •1 321 $0. FT, B >IOro, FIRE SEP 4 2x4 FIRESTOPPED, TYP. REQUIRED REFLECTIVE WHITE OFFICE 02 439 SQ. FT. B >109a1 FIRE SEP 5 DESIGN No. U301 REQUIRED LEIGEND 1/2" STROKE q 2 HOUR WALL ASSEMBLIES (INTERIOR PARTITIONS SHALL MECH RM 64 SQ, FT, INCIDENTAL TO A-2 1/4 BE BUILT IN ACCORDANCE WITH THE FOLLOWING: TWO LAYERS 5/5" TYPE X PLAIN OR PREDECORATED MARK DESCRIIPTION •STORAGE AREA TOTAL 3193 SQ. FT. 5-2 TRUSS IDENTIFICATION SIGN GYPSUM WALLBOARD, WATER RESISTANT BACKER BOARD ( � COMPLIANCE WITH 19 NYCRR PART 1264 OR VENEER BASE APPLIED PARALLEL WITH OR AT Q-- --► PATH OF TRAVEL STORAGE AREA 2933 SQ, FT. 5-2 6 RIGHT ANGLES TO EACH 2X4 WOOD STUDS 16" O.G. MOUNT AT EXTERIOR BUILDING ENTRANCE DOORS. JOINTS OF SQUARE EDGE, BEVEL EDGE OR PREDECORATED D=X TRAVEL DISTANCE • 260 SQ. FT. INCIDENTAL TO S-2 8.1�o WALLBOARD MAY BE LEFT EXPOSED. STAGGER JOINTS 24" O.G. OFFICE i 3 NOT LESS THAN 42 INCHES OR MORE THAN 60 INCHES EACH LAYER EACH SIDE. ABOVE ADJOINING WALKING SURFACE NAIL WITH 6d CEMENT COATED NAILS 1 -1/8" LONG, .0315 PIA SHANK FIRE EXTINGUISHER -BUILDING TOTAL 5220 $0, FT. MIXED 98 1/4" OIA HEADS, AND 8d CEMENT COATED NAIL$, 2 3/8" LONGS o ® ILLUMINATED EXIT SIGN .113" DIA SHANK 9/32" DIA HEADS. •REQUIRES 2 HOUR SEP PER TABLE 508.3.3 BETWEEN A-2 AND B EMERGENCY LIGHT REQUIRES 2 HOUR SEP PER TABLE 508.3.3 BETWEEN 6-2 AND B THICKNESS: 6 1/8" APP WEIGHT: 12 PSF •• MAX ALLOWED IS 6000 PER TABLE 503, NO FIRE TEST: FM WP 360, S-2-1-14. AREA MODIFICATION TAKEN NOTE: BUILDINGS IS NOT SPRINKLERED to a ro EXIT 3 EXIT 4 WORST CASE ■ IV WORST CASE 81' PROVIDE PANIC HARDWARE (200' AL ED) (30 LLOWI=D) 3'0"xb'8" 3'0"x6 e ® U ' • SEE NOTE ~ : 24' °° OPOSED ME1el ; p p X D Q k RESTROOM 6' S�� , �► 0�� 8' 1 21' 9" M a 201011 481411 m Q.. w o - o o OFFICE 1 (EXISTINW PROPOSED OFFICE 01 o AREA ■ 260 SQ, FT. m OCCUPANT LOAD 3 '�t (Y m cl OCCUPANT LOAD ,4 ~ USE ■ INCIDENTAL USE ■ B p . 19' X 3 Lu EXISTING STORAGE AREA z �? � oPo$ED wo BEN'$ RE$tROOM ;' ' N AREA ■ 2933 SQ. FT. o D ■ 20 k `:0 IN�6' OCCUPANT LOAD ■ 6 -- O USE ■ S2p cl - M N 3'0"x8" � �� i INSUILATE R-21 2 HOUR WALL REQUIRED, I- SMOKE TIGHT (SEE DETAIL) ® LL - - - - - - - - - - - 3'0„x6,8 l.L D ■ 9' NGINEE ,.� 0 681811 T. �TIOX Lu 20 PROPOSED BAR m2 c p 16' 0" Q 00 OA 3493 Cr EXIT 1 M z r w NOTE: ALL REQIUIRED FIRE WALLS �0 �opess�o�'P ® o TO BE INSTALLEDSMOKE TIGHT TO WORST CASE ■ 5 ' `O a o z ROOF DECK ABOVE K ;, a JEFFREY T. BUTLER, P.E. (200' ALLOWED) o z D = 31' N ROPOSED OFFICE 1 d- > PROPOSED TASTING ROOMd W �" o U ru AREA ■ 439 SQ. FT. M z AREA ■ 1191 SQ. FT. 0} OCCUPANT LOAD ■ S O 0 g OCCUPANT LOAD ■ SO d u, USE ■ A2 USE ■ B La Q a *NOTE: EXIT TO MEET THE REQUIREMENTS OF CHAPTER D ■ 30 +- CIO � a (y � , a- II NYSBC AND ICC/ANSI A11�.1 2003 Z 0 lu INCLUDING ACCESSIBLE ROUTE TO HANDICAP PARKING STALLS N I-- z Z N D ■ 24' Z cK �' l7 l73 � D ■ 34' Lu p you z tu 810111 A ei iL- to U w t� �+' 'IECw R1�t Q � I 11 I, ao z µ K 9 AREA ■ 64 SQ. FT. c p a 50 U Q M (0 ) 141011 ® e • SEE NOTE 3'0"x6'8" e 2 0 JE— PROVIDE PANIC HARDWARE EXIT 2 EXIT FLAN AND FIRE SEPARATION PLAN 0 F =3 WORST CASE ■ 56' (200' ALLOWED) 404.2.4.2 SLIDING AND FOLDING DooRs, >3UILDiNGs GORE OF N.Y.S. SLIDING DOORS AND FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES WHERE AN ACCESSIBLE ROUTE MAKER A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS CHAPTER 11 - ACCESSIBILITY 30�0 - KNEE AND TOE CLEARANCE COMPLYING WITH TABLE 404.2,4,2, THAN 48 INCHES (1220 MM)WiDE,CLEAR WIDTHS SHALL BE 42 INCHES (1065 MM) MINIMUM APPROACHING THE TURN,48 INCHES (1220 MM) MINIMUM DURING THE TURN,AND 42 INCHES (1065 TABLE 404.2,4.2 SECTION 11Q1 - GENERAL 306,1 GENERAL MM) MINIMUM LEAVING THE TURN. MANEUVERING CLEARANCES FOR SLIDING AND FOLDING DOORS 1101,1 SCOPE WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR OR GROUND SPACE APPROACH DIRECTION MINIMUM CLEARENCES THE PROVISIONS OF THIS CHAPTER AND APPENDIX E SHALL CONTF20L THE DESIGN AND AT AN ELEMENT, CLEARANCE AT AN ELEMENT, OR A WHEELCHAIR TURNING SPACE, THE SPACE SHALL PERPENDICULAR PARALLEL TO CONSTRUCTION OF FACILITIES FOR ACCESSIBILITY TO PHYSICAL P1 ABLED PERSONS. COMPLY WITH SECTION 306, ADDITIONAL SPACE BEYOND KNEE AND TOE CLEARANCE SHALL BE TO DOOR DOOR I PERMITTED BENEATH ELEMENTS. EXISTING METAL ROOF FROM FRONT i 48 IN (1220 mm) O IN (O mm) 1101.2 DESIGN FROM HINGE SiDE 42 IN (1065 mm) 54 IN (1310 mm) SEE NOTE 2 BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN 306.2 TOE CLEARANCE E FROM LATCH SiDE 42 IN (1065 mm) 24 IN (610 mm),SEE NOTE 2 ACCORDANCE WITH THIS CODE AMC) ICC/ANSI A1111 12 4 STING I Maneuvering apace ehall include full width of doorway. ROOF 2 ,From the latch side toward the approach directlon. 303 - CHANGES IN LEVEL TRUSS ---------- 54M1N. 303.1 GENERAL. , CHANGES IN LEVEL IN FLOOR OR GROUND SURFACES SHALL COMPLY WITH SECTION 303, I 1 i R-30 INSULATION I 1 ------------, ' wallGWB 303.2 VERTICAL ________ CHANGES IN LEVELYQr-((o MM)HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL �I `OPOSEP I 1 1 ------- .,,`,` '-'--'N---- FiG. 306.2 EXISTING WALL SYSTEM WITH TASTING' (A) (15) �- TOE CLEARANCE R 2 AL SIDING 42 mtn. 42 min. ROOM ------------ FIG. 303.2 306.2.1 GENERAL. VERTICAL CHANGES IN LEVEL SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND S INCHES (230 MM) ABOVE THE FLOOR OR GROUND SHALL BE TOE CLEARANCE AND SHALL COMPLY WITH SECTION 306.2, X < 48 i i 303.3 BEVELED, 24 MIN FIG, 403.5.1 i01 CHANGES IN LEVEL BETWEEN 14 INCH(6 MM) HiGH MiNIMUM AND ks INCH (13 MM) HiGH MAXIMUM SHALL 306.2,2 MAXIMUM DEPTH. SAW CUT EXISTING 1 BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 4" P.C. SLAB 24" BACK _______ - TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN CLEAR WIDTH AT TURN FROM EXISTING EXTERIOR WALL 403.5.2 PASSING SPACE 2 ELEMENT, INSTALL NEW 2" DOW INSULATION AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LE65 THAN 60 INCHES (1525 MM)SHALL PROVIDE 1 �� PASSING SPACES AT INTERVALS OF 200 FEET (b11M) MAXIMUM. THESE PASSING SPACES SHALL !G) BOARD 24 HORIZONTALLY BE EITHER A 60 INCH (1525 MM) BY 60 INCH (1525 MM) MINIMUM SPACE, OR AN INTERSECTION FIG. 404.2.4.2 ` °` 306,2,3 MINIMUM DEPTH. ALONG PERIMETER OF OUTSIDE OF TWO WALKING SURFACES WHICH PROVIDE A T-SHAPED TURNING SPACE COMPLYING WITH MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR OR WALL. IN ADDITION, INSTALL 2"' GROUND SPACE, THE TOE CLEARANCE SHALL EXTEND 11 INCHES (430 MM) MINIMUM BENEATH a SECTION 304, R 404,2,4,3 DOORWAYS WITHOUT DOORS, THE ELEMENT, DOW INSULATION. PAT AND EPAIR SLAB WITH 3 O PSI 4O4 - DOORS AND DOORWAYS DOORWAYS WITHOUT DOORS THAT ARE LESS THAN 36 INCHES M15 MM) WIDE SHALL HAVE FIG, 303.3 306.2.4 ADDITIONAL CLEARANCE 2,1 Ov CONCRETE. MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2,4,3, BEVELED CHANGES iN LEVEL SPACE EXTENDING GREATER THAN 6 INCHES (150 MM) BEYOND THE AVAILABLE KNEE EXISTING GRADE 6" DEEP AS SHOWN, CLEARANCE. 404,1 GENERAL. 404.2,4.3 DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS 303.4 RAMPED. AT s INCHES (230 MM) ABOVE THE FLOOR OR GROUND SHALL NOT BE INCLUDED IN TOE 404 CHANGES IN LEVEL GREATER THAN ks INCH (13 MM I) SHALL BE RAMPED AND SHALL COMPLY WITH CLEARANCE. APPROACH DIRECTION MINIMUM CLEARENCES SECTION 405 OR 406. 404.2 MANUAL DOORS. PERPENDICULAR TO DOOR 306.2.5 WIDTH. MANUAL DOORS AND DOORWAYS, AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY (SEE NOTE 1) 304 - WHEELCHAIR TURNING SPACE TOE CLEARANCE SHALL BE 30 INCHES (160 MM) WIDE MINIMUM. PROPOSED THERMAL d) WITH THE REQUIREMENTS OF SECTIONS 404,2,1 THROUGH 404.2,11, FROM FRONT I 48 IN (1220 mm) BREAK (R-10 INSULATION) FROM SIDE 306,3 KNEE CLEARANCE.42 IN (1065 mm) w 404.2.1 REVOLVING DOORS AND TURNSTILES, I MANEUVERING SPACE SHALL INCLUDE FULL WIDTH OF DOORWAY. 304.1 GENERAL. A A WHEELCHAIR TURNING SPACE SHALL COMPLY WITH SECTION 304, REVOLVING DOORS OR TURNSTILES SHALL NOT IBM PART OF AN ACCESSIBLE ROUTE $ � 404.2.4,4 REGESED DOORS, FLOOR FLOOR OR GROUND SURFACE, min. 404,2,2 DOUBLE-LFAF DOORWAYS. WHERE THE PLANE OF'ITHE DOORWAY IS RECESSED MORE THAN 8 INCHES (200 MM) F AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWIAYS WITH TWO INDEPENDENTLY OPERATED FROM THE PLANE OF THE WALL,CLEARANCES FOR FRONT APPROACH SHALL BE FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING SPACE IFNALL HAVE A SLOPE NOT LEAVES SHALL COMPLY WITH SECTIONS 404.2.3 AND 404,2,4, PROVIDED. STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302, BECTION AAA 404.2.3 CLEAR WIDTH, 404.2.4.5 FLOOr OR GROUND SURFACE, 304.3 SIZE. DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES (815 MM)MINIMUM, CLEAR OPENING FLOOR OR GROUND SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE WHEELCHAIR TURNING SPACE SHALL COMPLY WITH SECTION 304.3.1 OR 304.3.2. INCLUDE KNEE AND A SLOPE NOT STEEPER THAN 1,48 AND SHALL COMPLY WITH SECTION 302, TOE CLEARANCE COMPLYING WiTH SECTION 306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM, OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR _ AND STOP, WITH THE DOOR OPEN 90 DEGREES, OPENINGS MORE THAN 24 INCHES (610 MM) I 1 r±T etl DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (315 MM) MINIMUM, THERE SHALL BE NO 404,2,b THRESHOLDS AT DOORWAYS. bO min 60 miln_q , 1 RAISED THRESHOLDS AND ,AT DOORWAYS SHALL BE It INCH (13 MM)HIGH MAXIMUM. PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES (865 MM)ABOVE THE '�� ` ' ' THRESHOLDS, IF PROVIDED, - FLOOR OR GROUND. PROJECTIONS INTO THE MINIiMUM CLEAR OPENING WIDTH MORE THAN 34 CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 F. INCHES (965 MM) AND UP TO 80 INCHES (2o2o MIM) ABOVE THE FLOOR OR GROUND ARE E TTED FERMI BUT SHALL NOT EXCEED 4 INCHES (10)2 MM), AMC) 303. ' ' _ '-----'-- 32"MIN. 32"MIN. 404.2.E TWO DOORS IN SERIES, DISTANCE BETWEEN TWO HiNGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES (1220 MM)MINIMUM PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE DOORS iN SERIES FIG, SHALL SWING EITHER IN SAME DIRECTION OR AWAY FROM SPACE BETWEEN DOORS. ` ___ 1 1 mtn. KNEE CLEARANCE V 90 DEG. 0B)SLIDING DOOR I `---- 48 i�IN, ol fn 31 ' 48 MIN. (A)CIRCULAR m . 36 Win, 12 mfn, 306,3,1 GENERAL. X SPACE UNDER AN ELEMENT BETWEEN 9 INCHES (230 MM) AND 21 INCHES (685 MM) ABOVE THE FIG, 304.3 �) T-6HAq„� FLOOR OR GROUND SHALL BE KNEE CLEARANCE AND SHALL COMPLY WITH SECTION 306,3, � �L 812F OF WHEELCHAiR TURNING SPACE 306.3.2 MAXIMUM DEPTH. U (A)HINGED DOOR (C)FOLDING POOR 304,3.1 CIRCULAR SPACE. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN ►+- �Q THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESS THANK 00 INCHES (1525 MM) ELEMENT AT 5 INCHES (230 MM)ABOVE THE FLOOR OR GROUND, FIG, 404,2,3 DIAMETER MINIMUM. WHEELCHAIR TURNING SPACE SHALL BE',PERMITTED TO INCLUDE KNEE CLEAR WIDTH OF DOORWAYS �� AND TOE CLEARANCE COMPLYING WiTH SECTION 306, 306.3,3 MINIMUM DEPTH, WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR JU �[ 404.2,4 MANEUVERING CLEARANCES At DOORS. 304.3.2 T-SHAPED SPACE. OR GROUND SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES (280 MM) DEEP MINIMUM AT S MINIMUM MANEUVERING CLEARANCES AT DOORS ISHALL COMPLY WITH SECTIONS 404.2.4.1 THE WHEELCHAIR TURNING SPACE SHALL BE A T-SHAPED WITHIN A 60 INCH INCHES (230 MM) ABOVE THE FLOOR OR GROUND, AND 8 INCHES (205 MM) DEEP MINIMUM AT (1525 MM) MINIMUM SQUARE WiTH ARMS AND BASE 36 INCHES (`315 MM) WIDE MINIMUM. EACH %D THROUGH (A) (B) 21 INCHES (685 MM) ABOVE THE FLOOR OR GROUND. 404 2 41 ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHEe (610 MM) MINIMUM IN EACH FXGEPTION: DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTiC1'NS 306,3,4 CLEARANCE REDUCTION. Q = JU DOORS TO HOSPITAL BEDROOMS SHALL SEi EXEMPT FROM THE REQUIREMENT FOR SPACE FIG. 404,2,E TWO DOORS IN SERIFS AT THE LATCH SIDE OF DOOR PROVIDED THIS DOOR IS 44 INCHES (1120 MM)WIDE BETWEEN 9 INCHES (230 MM) AND 21 INCHES (685 MM) ABOVE THE FLOOR OR GROUND, THE % � z � 404,2.1 DOOR HARDWARE. KNEE CLEARANCE SHALL BE PERMITTED TO BE REDUCED AT A RATE OF 1 INCH (26 MM) FOR O MINIMUM. HANDLES,PULLS, LATCHES, LOCKS,AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS 304.4 DOORS. EACH (o INCHES (150 MM) IN HEIGHT. O N SHALL HAVE A SHAPE THAT i$ EASY TO GRASP WiTH ONE HAND AND DOES NOT REQUIRE UNLESS OTHERWISE SPECIFIED,DOORS SHALL BE PERMITTED TO $WDiNG INTO WHEELCHAIR TURNING 404.2,4.1 SWINGING DOORS, �- TIGHT GRASPING, PINCHING,OR TWISTING OF THE WRIST TO OPERATE. SUCH SPACES.HARDWARE SHALL 306.3.5 WIDTH. SWINGING DOORS SHALL HAVE MANEUYERINCa CLEARANCES COMPLYING WITH TABLE SWINGING 4.1, BE 34 INCHES (865 MM)MINIMUM AND 48 INCHES (1220 MM) MAXIMUM ABOVE THE FLOOR OR KNEE CLEARANCE SHALL BE 30 INCHES (160 MM) WIDE MINIMUM. GROUND, WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION,OPERATING HARDWARE 305 - CLEAR FLOOR OR GROUND SPACE TABLE 404,2.4,1 $HALL BE EXPOSED AND USABLE FROM BOTH SIDES. MANEUVERING CLEARANCES FOR MANUAL WINGING DOOR$ EXCEPTION: 305.1 GENERAL CHAPTER 4. - ACCESSIBLE ROUTES TYPE OF USE MINIMUM GLEARENCE$ LOCKS USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WiTH SECTION 3b05. 42" MIN. 18" APPROA DOOR FRpENiDjcULAiP,5mroNlD LATCH PARALLEL TO DOOR ARE PERMITTED IN ANY LOCATION, 401 - GENERAL DIRECTION SIDE TO DOOR 305.2 FLOOR OR GROUND SURFACES. o FROM FROM PULL 60 IN (1525 mm) ISO IIN (455mm) 404.2.8 CLOSING SPEED. FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND 81PACE SHALL HAVE A SLOPE NOT STEEPER THAN 1.48 AND SHALL COMPLY WITH SECTION 302. 401.1 SCOPE m Q ENGINEER: 404.2.8.1 DOOR CLOSERS. FROM FROM' PUSH 48 IN 11220 mm) 0 IN[ (O mmrl ACCESSIBLE ROUTES REQUIRED BY THE SCOPING PROVISIONS ADOPTED BY THE ADMINISTRATIVE _ £FROM HINGE PULL 60 IN (1525 mm) 36 I1N (SI5 mm) 42 IN (1065 mm) ODOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 FROM HIND PUSH 42 IN C1o65 mm) 54 ]IN (1370 mm) 305,3 SIZE. AUTHORITY SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF THIS CHAPTER. NOTE, NEW YD DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES (160 'MM)MINIMUM BY 48 INCHES (1220 r HANDICAP CRAW R,rr FROM LATG PUL L 48 IN (1220 mm) 24 1H 1610 mm) DEGREES SHALL BE 5 SECONDS MINIMUM. � FROM LATG PUSH 42 IN (1065 mm) 24 i�V 1610 mm) MM) MINIMUM, 402 - ACCESSIBLE ROUTES I ) WARS SECURED TO (. t3UT< 3 4 WOOD BLOCKING � d 404,2.8.2 SPRING (HINGES. CLEAR 2 r AND LOCATED AS I Maneuvering epaee shall include fulll width of doorway, DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF -10 3Q5,4 KNEE AND TOE CLEARANCE. FLOOR aR PER A.N.ST a 402,1 GENERAL " AREA (REP ACCESSORIES) �� ('' �a 2 Add 12 inches (300 mm) if closer sand latch provided. DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 8ECONDB MINIMUM, UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE BI4ALL BE PERMITTED TO INCLUDE 30 MIN 3 Add 6 inches (150 mm) If closer and latch provided, MEASURED UNDER AMBIENT CONDITIONS. KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306. ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 402, CLEAR FLOOR 4 Add 6 tnche3a (150 mm) if closer plrovidsd. 47 402.2 COMPONENTS. ____________ 404.2.9 DOOR-OPENING FORCE. 305.5 POSITION, (Vol, MIN. 54"MIN. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE UNLESS OTHERWISE SPECIFIED, THE CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE 20 THE FOLLOWING COMPONENTS: 1 1 WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS, CURS RAMPS, cep g 1 I ADMINISTRATIVE AUTHORITY, THE MAXIMUM FORCE FOR PUSHING OPEN OR PULLING OPEN EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT 1 •___________ ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS, ALL COMPONENTS OF AN ACCESSIBLE ROUTE R --' DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 48 min.. SHALL COMPLY WiTH THE APPLICABLE PORTIONS OF THIS STANDARD. 1. INTERIOR HINGED DOOR= 5,0 POUNDS (22,2 N) JEFFREY T. BUTLER, P.E. _ 2, SLIDING OR FOLDING DOOR, 5.0 POUNDS (22,2 N) 403 - WALKING SURFACES 9 1 18 � NI 1 THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION, 403.1 GENERAL_ Z N�"/ ® --------- to ' r WALKING SURFACES THAT ARE A PART OF AN ACCES615LE ROUTE SHALL COMPLY WiTH SECTION IJL 1 � --- 404,2,10 DOOR SURFACE. 403. (A)FRONT APPROACH PULL SIDE DOOR SURFACES WITHIN 10 INCHES 1255 MM) OF THE FLOOR OR GROUND MEASURED O LL b MIRROR U- O •48 MIN WHERE BOTH CLOSER AND LATCH ARE PROVIDED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF -__________ THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS iN SUCH SURFACE SHALL BE ' ' -------------- 403.2 FLOOR OR GROUND SURFACE LAVATORY I I ' - WITHIN 1116 INCH M& MM) OF THE SAME PLANE AS THE OTHER, CAVITIES CREATED BY ADDED ----- FLOOR OR GROUND SURFACES SHALL COMPLY WITH SECTION 302, I I 7 (B) PARALLif:L DRAW WARS 1 I q KICK PLATES SHALL BE CAPPED, 30 min. O O O I I EXCEPTIONS, 403.3 SLOPE. 2 3'-0" 6• O (�/ ~ V O 1 1 � (EJ HINGE APPROACH,PUSH SIDE A Q ' 1 44 MIIN WHERE BOTH CL08ER AND LATCH ARE PROVIDED 11 SLIDING DOORS, THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE DOOR 121,MIN I 1 °� FIG.305,5 II Q Q - 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAiL OR (A) FORWARD OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1,48. i SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM POSITION OF CLEAR FLOOR OR GROUND SPACE d 1 i THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH (255 MM) BOTTOM 305,E APPROACH, 403.4 CHANGER IN LEVEL. a ^ 3 z }- (/ Z i- ---- I RAIL HEIGHT REQUIREMENT. ONE FULL UNOBSTRUCTED SIDE OF FP THE CLEAR FLOOR OR GROUND ACE SHALL ADJOIN OR CHANGES IN LEVEL SHALL30 COMPLY WITH SECTION 3, -'--- ' 31 DOORS WHICH Do NOT EXTEND TO WITHIN 10 INCHES (255 mm)OF THE FLOOR OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOCK OR GROUND SPACE f-- Z Z uj (W)FRONT APPROACH, ' ' GROUND, 403.5 CLEAR WIDTH, PUSH BiDE ' ' ' ' 305.1 MANEUVERING CLEARANCE. CLEAR WiDTH OF AN ACCESSIBLE ROUTE$HALL COMPLY WITH TABLE 403,5, WATER CLOSET fQ LU 404,2,11 VISION LITFS. 1 I co IF A CLEAR FLOOR OR GROUND SPACE'IS M AN ALCOVE OR OTHERWISE CONFINED ON ALL OR _ �* DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS 24„ PART OF THREE SIDE G $, ADDITIONAL MANEUVERING CLEARANCES .0'1PLYING WITH SECTIONS 305,1,1 TABLE 403.5 MIN. THAT PERMIT VIEWING AND 305.1.2 SHALL BE PROVIDED.THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE CLEAR WIDTH OF AN ACCESSIBLE ROUTE O ' 1 ----------------- 1 ' _______ PANEL 43 INCHES (1090 MM)MAXIMUM ABOVE THE FLOOR OR GROUND. ' ' ' 60 min. SEGMENT LENGTH MINIMUM SEGMENT WIDTH V O ' -� ' 404.3 AUTOMATIC DOORS. 54'MIN. O S 1 � ' (F)LATCH APPROACH,PULL SIDE AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTIONS 404.9.1 THROUGH 24 INCHES (610 MM) 32 INCHES 1815 MM) '�fi > 24 INCHES (610 MM) 36 INCHES M15 MM) 0 -6" 404.3.6. FULL POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI/SHMA A156.10. LOW- ENERGY cv 14) c LL 2 ' i = "'-- AND POWER-A6$18TED DOORS SHALL COMPLY WITH ANSI/SHMA A156,19. n CRAW BARS 7 ' 1 E 1 CONSECUTIVE SEGMENTS OF 32 INCHES (515 MM) WIDE MUST BE SEPARATED BY A ROUTE nrcP 36"MIN. $ '-� ' 404.3.1 CLEAR OPENING WIDTH, X E X SEGMENT 48 INCHES (1220 MM) LONG MINIMUM AND 36 INCHES (SID mm) wide minimum, MIRROR i DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES (815 mm) IN POWFR-oN AND � � �' 1 LAVATORY -------- i N POWER-OFF MODE, THE MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEMS SHALL BE 24 MIN.,_ ---------------- U (C)HINGE APPROACH,PULL SIDE 1 BASED ON THE CLEAR OPENING PROVIDED BY ALL LEAFS IN THE OPEN POSITION, i "- 24 min.,, 48 min. 24 min, s6°M X. i -----i ' 1 CLEARANCES AT POW CLEARANCES, -----+ w w '- 36 min, 404,3,2 MANEl4YERING 4 i0 °-9 1 •48 MIN. WHERE ER-ASSISTED DOORS SHALL COMPLY WITH SECTION 404.24. Ir L I Q i I (S)PARALLEL.APPROACH -E> ' CLOSER I I IS PROVIDED 404.3.3 THRESHOLDS. (a) FORWARD APPROACH FIG. 305.1 -i'MANEUVERING CLEARANCE WAN ALCOVE 1 1 1 THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTION 404.2,5. , � � I 1 � � B'KNEE CLEARANCE TISSUE HOLDER 1305.1.1 FORWARD APPROArH. m m dl I „�, 404,3,4 TWO DOORS iN SERIES. THE'WIDTH OF AN ALCOVE SHALL E 36 INCHES (915 MM) M!NIN iUM WHERE THE DEPTH EXCEEDS '-V LAV.DEPTH WATER CLOSET 42"MIN. I DOORS IN SERIES SHALLQ COMPLY WITH SECTION 404,2,6. � F � • I 1 (G)LATCH APPROACH,PUSH SIDE 24 INCHES (610 MM). O WINGING DOORS ` I �I ` t ' SWITCHES. TYPICAL HA1 DICAP DE 1 AILS MAINEUVERiNG CLEARANCE AT S D R CONTROL SWITCHES 8 _______ FIG(. 404,2.4.1 404.3.5 CONTROL HALL COMPLY WITH SECTION 309. 305.1,2 PARALLEL APPROACH. (D)HINGE APPROACH,PULL BIDE THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES (1525 M"I) MIN4IMUM WHERE THE DEPTH FIG 403.5-CLEAR WIDTH OF AN ACCESSIBLE ROUTE (FROM ICC/ANSI A111,1 2003) •48 MIN WHERE aoTu CLOSER AND LATCH ARE PROVIDED 404.3.E SIGNS, EXCEEDS 15 INCHES (360 MM). LABELS AND WARNINGS FOR AUTOMATIC DOORS SHALL COMPLY WITH SECTION 103,4, NOTE: PLUMBING GENERAL NOTES THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF P604 OF TH1E BCNY 1. ALL PLUMBING WORK UNDER THIS CONTRACT SHALL CONFORM TO THE PCNYS AND ALL AUTHORITIES 14, ALL GOLD AND HOT WATER, AND STORM PIPINGS AND FITTINGS SHALL BE COVERED WITH A MINIMUM COVERING HAVING JURISDICTION, OF I" MOLDED FIBERGLASS PIPE INSULATION WITH A MAXIMUM "K" FACTOR OF .24 AT TEMPERATURE OF 150F, FITTINGS, VALVES AND APPURTENANCES SHALL, BE INSULATED WITH MOLDED FITTINGS WITH THE SAME THERMAL MINIMUM DAILY STATIC PRESSURE IADJU:3TED FOR HEIGHT) • 55 PSI 2. ALL MATERIALS SHALL BE'NEW UNLESS NOTED OTHERWISE, HOSPITAL GRADE AND ADA COMPLIANT. CHARACTERISTICS, ' ROOF i 4" V.T,R, 3, THE PLUMBING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LABOR AND MATERIALS INSTALI 15. ALL PIPE HANGERS AND SUPPORTS SHALL BE Ii-ABRICATED OF MATERIALS AND INSTALLED IN ACCORDANCE MAXIMUM DEVELOPED LENGTH FOR WATER PIPING UNDER THIS CONTRACT AND SHALL GUARANTEE THE WORK PERFORMED UNDER THI8 CONTRACT FOR A PERIOD OF WITH THE PLUMBING CODE. 1 (ADJUSTED FOR PRESSURE LOSS DUE To FITTINGS) ■ 208 FEET ONE (1) YEAR FROM THE DATE OF COMPLETION OF HIS WORK. ' 16, ALL NEW PLUMBING FIXTURES SHALL BE INSTALLED WITH ANGLE STOP VALVES IN THE SUPPLY LINES BELOW THE 4. PLUMBING CONTRACTOR SHALL CONSULT AND COOPERATE WITH THE GENERAL CONTRACTOR, HEATING FIXTURES, ' I CONTRACTOR, ELECTRICAL CONTRACTOR, ETC. IN ORDER TO AVOID INTERFERENCE DURING INSTALLATION OF THE 4" I WORK. 11, ALL NEW EXPOSED FIXTURE SUPPLY PIPING ANID WASTE PIPING SHALL BE CHROME PLATED AND SHALL HAVE I I �� "I THE BUILDING WATER SUPPLY WAS BEEN DESIGNED ACCORDING CHROME PLATES ESCUTCHEONS INSTALLED AT 1pHE PENETRATIONS THROUGH THE WALLS. 2111 :3 3 TO AVAILABLE PSI/GPM AS REPORTED IEBY SCWA AND HEADLOSS 5, THE PLUMBING CONTRACTOR SHALL PREPARE AND FILE ALL REQUIRED PLANS AND PERMITS INCLUDING REST P.M. 3 DUE TO ELEVATION CHANGE AND FRICTION FOR THE FIXTURE USE 5ACKFLOW PREVENTION DEVICE WITH THE LOCAL AUTHORITIES AND SHALL PAY ALL FILING FEES AS REQUIRED BY 18, ALL NEW VALVES SHALL BE "FAIRBANKS" OR E:12UAL RATED At 125 PSIG, WOG. OFU=5 SHOWN ON THESE PLANS. THE LAWS, HE SHALL OBT)..IN ALL WORK PERMITS AND WRITE-OFFS AS REQUIRED TO EXECUTE THIS WORK IN A LEGAL JAN SINK REFT RM, MANNER, 1% PLUMBING CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL NEW PLUMBING FIXTURES AND EQUIPMENT FOR , _ APPROVAL BEFORE INSTALLATION OF SAME. OFU■2 i DFU■�✓ 6. THE PLUMBING CONTRACTOR SHALL PERFORM ALL TESTS REQUIRED BY CODE AND SHALL FURNISH ALL I I , I , CERTIFICATES OF INSURANCE AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND THE OWNER, 20, PIPE SLEEVES SHALL BE INSTALLED At ALL PE!+�EtRATIONB THROUGH WALLS AND FLOORS• 3 COMP SK LAY LAV 1, THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO ALL PLUMBING EQUIPMENT REGARDLESS 21. WATER HAMMER ELIMINATORS SHALL BE INSTALILM ON ALL DROPS IN THE WATER LINES SERVING THE TOILET TW'G. �,�d W,G, ROOMS AND OTHER AREAS. I„"T (L`� 0 FAI OF WHETHER SHOWN HERE N WITHOUT ANY ADDITIONAL COSTS TO THE GENERAL CONTRACTOR. let FLOOR INDIVECT 3"FD 1 8. PLUMBING CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS, 22• SHUT OFF VALVES AND SHALL BE INSTALLED All ALL PIECES OF EQUIPMENT TO FACILITATE SERVICING, I 1 INCLUDING SIZES OF CONNECTIONS, BEFORE SUBMITTING A QUOTATION FOR THE WORK, 2" 2" C.O. C.C�, X 23. BALL VALVES FOR WATER SYSTEM SHALL BE BRONZE BODY WITH CHROME PLATED BRONZE BALL, STAINLESS \ \ 3 \ 3 CMU PIT WITH METAL COVER i S, PLUMBING CONTRACTOR 'WALL PERFORM ALL CUTTING, EXCAVATION, BACKFILLING, ETC, AS REQUIRED FOR THE STEEL HANDLE,DURAFILL SEATS AND SEALS RATTED PSIG, WOG. \ \ ` TO GRADE PER SCDHS INSTALLATION OF THE WORK AND SHALL PERFORM ALL ROUGH AND FINAL PATCHING BACK TO ORIGINAL STATE, C,pa — _——— 3" CAST UNLESS OTHERWISE NOTE��. 24. PLUG COCKS FOR GAS PIPING SHALL BE IRON BODY WITH BRASS PLUG AND WASHERS, SCREWED ENDS AND —�-- — --—'—�--.—---—� I-LOUSE IRON TRAP SHALL HAVE BEEN AIR TESTED BY THE MANUFAiCTURER. \ SLOPE • �8' PE'R LIN. FT, MIN � TO AN 10, PLUMBING CONTRACTOR SHALL PERFORM ALL TESTS REQUIRED BY THE LOCAL AUTHORITIES HAVING I _ _ _ _ APPROVED 1 JURISDICTION AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED AT NO ADDITIONAL COST TO THE GENERAL 25, ALL PIPING SHALL BE TESTED AT A MINIMUM OF' 11/2 TIMES THE OPERATING PRESSURE,UNLESS OTHERWISE TOTAL DFU ■ 42 C,O, ,¢�� C,1, SANITARY CONTRACTOR. NOTED ON THE DOCUMENTS OR IN THE CODES AND IN ACCORDANCE WITH THE UTILITY REQUIREMENTS FOR GAS SEPTIC SYSTEMS. (� I;1/� r �` t SYSTEM 11, ALL NEW CONNECTIONS TO NEW EQUIPMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE CODE AND THE 26, PLUMBING CONTRACTOR SHALL COORDINATE LOCATION OF ALL ROUGHING WITH RESPONSIBLE CONTRACTOR PROPOSED FLU I 151 NG RISER SER EQUIPMENT MANUFACTUR.IRS RECOMMENDATIONS. PRIOR TO INSTALLATION AND SHALL MAKE ALIL FINAL CONNECTIONS AS REQUIRED, DRAWINGS DEPICT DESIGN INTENT � 12. ALL SANITARY AND STORM PIPING INSTALLED ABOVEGROUND WALL BE CAST IRON WITH "NO-HUB" JOINTS OR AND SHALL NOT BE SCALED FOR DIMENSIONS., NOT TO SCALE GALVANIZED WITH DRAINAGE PATTERN FITTINGS FOR SANITARY AND STORM WASTE PIPING AND MALLEABLE FITTINGS FOR VENT LINES. 21, SEE SHEET T-0.0 FOR ADDITIONAL NOTES ON PLUMBING AND SPRINKLER SYSTEM, *',�. 13, ALL PIPE MATERIAL AND FITTINGS PER CURRENT CODE PLUMBING ASTF. ALL PLUPAB4N�G 1NA"TF: ° z &WATER LINES rdr;P_D TESTING BEFORE C0'11:ri'NI I PLUMBER CERTIFICATION ON LEAD CONTENT BEFO ERTIFICATE OF OCCUP!-WC 3'o■ 3'o" �L ER USED I�M( �.:j, R MI 1) P-2 ' AE UESXE ��'�•q 1�1• SU P Y SYSTEl��`C,�'I�:',rv'u•'T 7 n c! I ' '• OPcOSED M0 ® U 615 7 0 -��`� 8101 21 9 I 20' 0" 48' 4" `' g..• r rr � r n : r n r n � r•, M -- P-1 o OFFICE: 01 (EXISTING) - Q •, _ 14'I�T: fie ' I- O Fs� I•' FROFOSED OFFICE 1 `�`` `r' � P-3 � � �.t � � Q CV M -- P-1 - ; P-44 / d) r�, '- �! "rr�- EXISTING STORG ,4R �4 �,� : as��s o P OPcOSED 1�10 EN'S ; c'=J ■ i tZ'ESTRO�Mi APP VED AS NOTED f1 0 1 >U to f-- ai 3,p„ 1 DATE'0 , l-->-B.P. #� 7 O t f al Z /c16 to-6 C 0 O ' I FEE, BY cl P-2 1 - - - - - - - - - , „ NOTIFY BU DING DEPAF'TM1NT AT 3 U p- F65-1802 E AM TO 4 F'M FOR FHE N �4 OLLOWINC INSPECTIONS U.. 1. FOUND A ION-TWO REQUIRED Lu FOR PO ED CONCRETE U- 2. ROUGH-F AMING,PLUMBING, 681811 STRAPPIN ,ELECTRICAL&CAULKING O 4. FINAL• NSTRUCTION &ELECTRICAL ENGINEER: 0o MUST BE COMPLETE FOR C 0 PLUMBING NOTES: ALL CONSTRUCTION SHALL Mf ET THE -,� '"SEW REQUIREMENTS OF TEE CC )ES 0! �" F O PROPosEn BAR g� 16' O" 1. SEE DETAILS FOR TYPICAL HANDICAPPED RESTROOM LAYOUT, ELEVATIONS AND ACCESSORIES, - YORK STATE NOT RFcP-7�V ibLF -r �( -T' BUTS fr "' oo DESIGN OR CONSTRu(,Fv'N r'?'?' 9 2, RESTROOMS FIXTURES TO BE INSTALLED PER ANSI STANDARDS FOR 14ANDICAP RESTROOMS, RETAIN STORM WATER RUNOFF ,' �ti LL11 3. ALL VENTING TO TERMINATE ABOVE ROOF. ALL TERMINATION'S SHALL. NOT BE WITHIN 10 FEET HORIZONTA Y oPURSUANT TO CHAPTER 236 o ANY FRESH / VENTILATION AIR INTAKES UNLESS IT IS AT LEAST 2 FEET ABOVE THE TOP OF SUCH OPENING. OF THE TOWN CODE. M 2s �g3 M e 4, CONTRACTOR TO SUPPLY AND INSTALL ENCLOSURES AS SHOWN - �' FOp 07 OAP GLOBAL POLYMER (WDPF) BY GLOBAL STEEL PRODUCTS CORP. OR EQUAL WITH FLOOR AND WALL ANCHO "IN G R '-ESZ) SYSTEMS. PROVIDE NECESSARY BLOCKING IN WALL. JEFFREl'`T: TLER, PIE. I �� ' RE~ 1��E i0ROF'OS D '�'—STING ROO�"1 PROPOSED OFFICE 1 �' FIXTUF:i. SCHEDULE FIXTURE IP-TRAF CHART °� iw WECTIO �, .. AREA f"i1B1 S6, FT. � ��IIr^^M O OCCUPANT LOAD ■ 80 DES DESCRIPTION REWIRED �h®�O. L .__ LAV. TRAPS . I �I/2 ALL UTILITY SINKS = 3" OPENING 1L ALL SINK TRAPS • 2 ALL W,C, . 311 P-) WATER CLOSET (HANDICAF'"'TC�): ALL FLOOR TRAPS 8 .311 ALL CLEAN OUTS ■ 4" ON 4" LINE O Y O o ;-� AMERICAN STANDARD FI-00fii2 MOUNTED 3" ON 3" LINE � �t,; '.` , ;.' _c or v cn P-2 LAVATORY (HANDICAPPED): v'^. ° I ORK c.-', r f-E & EO'VVr l CODES AMERICAN STANDARD O.S% 015 LUCERNE WALL HUNG INSULATION AS �_ ;��JIR i. N 4D COND,ITIONS 0. LAVATORY: VITREOUS CHINA, FRONT OVERFLOW, SELF-DRAINING DECK, DRILLED � �- FOR 4" CENTERS AND FOFZ C'`ONCEALED ARMS MOUNTING. i0'ITHOLD TOWN ZBA TRU43RO LAV-GUARD UNDERI SINK PROTECTIVE PIPE COVER: MODEL *103 WITH FIXTURE ROUGH-IN SC�-IEoULE "` - � Z z 1 30 7HOL'J TOWN PLANNING BOARD t— Z z REUSABLE FASTENERS, -- '- - () 11J . a ' „ FIXTURE CW HW BAN _ VENT NOTES ,,cT } � FAUCET: AMERICAN sTANC�/fii.D HERITAGE '1502,110VP, 4 GENTERSET, _ ,0 ?MOLD TOwN??:1.. EES d %7 ~ h GOOOENECK FAUCET, LEVER HANDLES AND GRID DRAIN, WATER CLOSET 1" 3" - 2" 1, 2 —�- I- a m 8' oir ANGLE STOPS WITH LOOSE K;=1', LAVATORY 1/2" 1/2" 1 1/2" 1 1/4" 1, 2 i SUPPLIES: MCGUIRE'NO, 161 ILK, 3/8" X 1/2" O.D, CHROh'1E PLATED 601.10 BRASS MOP RECEPTOR 3/4" 3/4" 3" 1 1/2" 1, 2 tu 1. 1� P-TRAP: MCGUIRE NO. 201; I-11/4" X I-1/2" CAST BRASS CHROME-PLATED P-TRAP, FLOOR DRAIN - - 3" 1 1/2" I V '� N A �+ l SLIP INLET, THREAD'OUTLET, 113RASS-NUT AND CLEAN-OUT PLUG. _ O o 1"TECH Rm, NOTES: 0- C i P-3 SLOP SINK: O cp 4 AREA - 64 SQ. FT, b , BY OWNER I. SIZES INDICATED ARE MINIMUM. LARGER SIZES SPECIFICALLY INDICATED ON DRAWINGS LL O o 00 SUPERSEDE MINIMUM SIZES INDICATED IN THIS SCHEDULE, P-4 3 COMPARTMENT SINK BY OWNER Z � A.C. SMITH ' 2, TERMINATION STYLE AND SIZE FOR FIXTURE CONNECTIONS SHALL 5E AS INDICATED BY O ELECTRIC HWH i Z 14' O" FIXTURE MANUFACTURER. U a GOLD DRE-52 , ® p I Q I 3'U" .- ' I N Y Y :i:!t � �j+('�•l ��i I Y CO I!C. CcJ'GY. /✓'L—�,•.rJ �� \J �� 1 I 4" BURIED SANITARY PROPOSED FLUM51NG FLAY``t ' SERVICE (BY OTHERS) 1+ ' SEE SITE PLAN FOR ADDITIONAL INFORMATION 1 I EXIT REMOTENESS SCHEDULE BUILDING AREA ANALYSIS 6" AREA DIAGONAL 1/2 DIAGONAL DOOR SEPARATION AREA OCCUPANCY qo OF TOTAL OCCIIiPANCI' CLASSIFICATION CLASSIFICATION REFLECTIVE RED PANTONE a-2 64' 32' 34' TAVERN/BAR AREA TOTAL 202180. Ft, a-2 (PMS # 187) 2 HOUR WALL ASSEMBLIES (INTERIOR PARTITIONS SHALL BE BUILT IN ACCORDANCE WITH THE FOLLOWING- TASTING TWO LAYERS 5/8" TYPE X PLAIN OR PREDECORATED LASTING RM, AREA 119� SQ, FT, A-2 8� GYPSUM WALLBOARD, WATER RESISTANT BACKER BOARD >109=, FIRE SEP OR VENEER BASE APPLIED PARALLEL WITH OR AT OFFICE *1 32180, FT, t B REQUIRED 4 RIGHT ANGLES TO EACH 2X4 WOOD STUDS 16" O,C, REFLECTIVE WHITE JOINTS OF SQUARE EDGE, BEVEL. EDGE OR PREDECORATED 439 6Q. FT.` >1030, FIRE SEP t. „ OFFICE "2 B REQUIRED WALLBOARD MAY BE LEFT EXPOSED, STAGGER JOINTS 24 OX., LEGEND 1/2" STROKE EACH LAYER EACH SIDE. MECH RM 64 $0, FT, INCIDENTAL TO A-2 11412 THICKNESS: 6 1/8" APP WEIGHT: 12 PSF MARK DESCRIPTION -STORAGE AREA TOTAL 3193 SQ. FT, 8-2 TRUSS IDENTIFICATION SIGN FIRE TEST: FM WP 360, 9-21-14: PATH OF TRAVEL STORAGE AREA 2933 80, FT, 8-2 6 (COMPLIANCE WITH 19 NYCRR PART 1264) MOUNT AT EXTERIOR BUILDING ENTRANCE DOORS. D=X TRAVEL DISTANCE OFFICE "1 26O 80. FT, INCIDENTAL TO S-2 8,190 _ _- NOT LESS THAN 42 INCHES OR MORE THAN 60 INCHES ® ABOVE ADJOINING WALKING SURFACE 2 HOUR WALL , SSEM5LY 7 FIRE EXTINGUISHER --BUILDING TOTAL 5220 SQ, FT, MIXED `�� 0 ® ILLUMINATED EXIT SIGN -REQUIRES 2 HOUR SEP PER TABLE 508.3.3 BETWEEN A-2 AND B -- EMERGENCY LIGHT REQUIRES 2 HOUR SEP PER TABLE 508.3.3 BETWEEN 8-2 AND B - MAX ALLOWED 16 6000 PER TABLE 503, NO AREA MODIFICATION TAKEN NOTE: BUILDING IS NOT SPRINKLERED N Q 4 EXIT 3 EXIT 4 WORST CAGE = 1g' WORST CASE ■ 61' (200' AL ED) (30 LLOWED) 3'0" 3'0" D ■ 24' OPOSED ME)1LLI RESTROOM m 6' 5;�� 71 011 81 ,� 21' 9" 201011 481411 "' o OFFICE *1 (EXISTING) Lu N PROPOSED OFFICE 01 0 � AREA = 260 $Q. FT. ° � - occuPANt LOAD • � --� Jr AREA = 32'1 SQ. FT. USE ■ INCIDENTAL ' OCCUPANT LOAD = 4 I ( USE - 5 ■ 19 x u' -- EXISTING STORAGE AREA t� z � OPOSED WOI4'JSN'S ~ REStRDOM ;r z AREA ■ 2933 SQ. Ft. D 1 `',� INs ED Z OCCUPANT LOAD ■ 6 O = 20 0 �+ USE ■ 82 to m INSULATE R-21 `- 2 HOUR WALL REQUIRED, - - - - - - - - SMOKE TIG4T (SEE DETAIL) u- _ 1 _ 3e11 D = 9' ENGINEER: 0 68' 8" J- P�Y T. Q� Q 00 Q PROPOSED BAR 41. 161011 00 349'3U. EXIT 1 ® � g e WORST CASE ■ 5.,' o Y z s S`-�r� "' A JEFFREY T. BUTLER, P.E. (200' ALLOWED) p ° 31 L1 d D ■ 81' PROPOSED TASTING ROOM ROPOSED OFFICE ru AREA ■ 439 SQ, FT. a cn AREA = 11SI $Q. FT. A OCCUPANT LOAD ■ 5 M O �L O o OCCUPANT LOAD ■ 80 � USE = B � O � }- � S USE . A2 .. -NOTE: EXIT TO MEET THE ~ �' REQUIIREMENTS OF CHAPTER D = 30 �' d 11 NYSBG AND ICG/ANSI Alll.l 2003 lu M 04 Z INCLUDING ACCESSIBLE ROUTElu O n TO HANIDICAP PARKING STALLS tD p = 24' 0. N } D ■ 34' �pa � N w z v 0 0 W 81011 J ° � O MECH RM. Z AREA ■ 64 SQ, FT. M Z 00 u 0 ) v 141011 3'0" EXIT � 2 0EXIT FLAN AND FIRE CbEPA ATION FLAN O F 3 WORST CASE ■ 56' (200' ALLOWED) 404.2,4,2 SLIDING AND FOLDING DOORS, BUILDING CODE OF N.Y.S. SLIDING DOORS AND FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES 306 - KNEE AND TOE CLEARANCE WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS COMPLYING WITH TABLE 404.2.4.2. CHAPTER 11 - ACCESSIBILITY THAN 48 INCHES (1220 MM) WIDE, CLEAR W1I0THS SHALL SE 42 INCHES (1065 MM) MINIMUM APPPROACHING THE TURN,48 INCHES (1220 MM) MINIMUM DURING 7HE TURN, AND 42 INCHES (1065 TABLE 404,2.4•Z SECTION 1101 -GENERAL 306,1 GENERAL. M ) MINIMUM LEAVING THE TURN. MANEUVERING CLEARANCES FOR SLIDING AND FOLDING DOORS 110111 SCOPE WHERE SPACE BENEATH AN ELEMENT iS INCLUDED AS PART OF CLEAR FLOOR OR GROUND SPACE APPROACH DIRECTION MINIMUM CLEARENCES THE PROVISIONS OF THIS CHAPTER AND APPENDIX E SHALL CONTROL THE DESIGN AND AT AN ELEMENT,CLEARANCE AT AN ELEMENT, OR A WHEELCHAIR TURNING SPACE, THE SPACE SHALL PERPENDICULAR PARALLEL TO CONSTRUCTION OF FACILITIES FOR ACCESSIBILITY TO PHYSICAL DISABLED PERSONS. COMPLY WITH SECTION 306. ADDITIONAL SPACE BEYOND KNEE AND TOE CLEARANCE SHALL BE TO DOOR DOOR PERMITTED BENEATH ELEMENTS. EXISTING METAL ROOF FROM FRONT 48 IN (1220 mm) O IN to mm) 1101,2 DESIGN FROM HINGE SiDE 42 IN (1065 mm) 54 iN (13'10 mm) SEE NOTE 2 BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CtONBTRUCTED TO BE ACCESSIBLE IN 306.2 TOE CLEARANCE jai i E FROM LATCH SIDE 42 IN (1065 mm) 24 IN (610 mm), SEE NOTE 2 ACCORDANCE WITH THIS GODS AND IGC/ANSI A111.1 :_r ,." ...i.- 13 12 4 STiNG I Maneuvering space shall include full width of doorway, i ROOF 2 .From the latch side toward the approach direction, 303 - CHANGES IN LEVEL tRGSe ---------, 54 MIN. 303.1 GENERAL. ; CHANGES IN LEVEL IN FLOOR OR GROUND SURFACES SHALL COMPLY WITH SECTION 303. i R-301NSULATION ----------- ►------- !!/B" CwWl9 303.2 VERTICAL. I i ' ' I CHANGES IN LEVEL (6 MM)HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. IN --------I ------I _.�,�....1 = -° -�, FIG. 306.2 EXISTING WALL SYSTEM WITH �7 min. TOE CLEARANCE METAL SIDING (13) MT i R-21 INSULATION 42 min. 42 min. 306.2.1 GENERAL. FIG. 303.2 SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND 9 INCHES (230 MM) ABOVE fDROfDOSED X 4S �- i VERTICAL CHANGES IN LEVEfi. THE FLOOR OR GROUND SHALL BE TOE CLEARANCE AND SHALL COMPLY WITH SECTION 306.2. � c�l�� 303.3 BEVELED. u N ' CHANGES IN LEVEL BETWEEN 14 INCHUo MM) HIGH MINIMUIt AND ly INCH (13 MM) HiGH MAXIMUM SHALL FIG.. 403.5.1 � , 306.2.2 MAXIMUM DEPTH. BE BEVELED WITH A SLOPE NOT STEEPER THAN 42, TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (635 MM) MAXIMUM UNDER A14 ROOM 403.5.2 PA88MG SPACE CLEAR WIDTH AT TURN 2 ELEMENT. � AN ACCESSIBLE ROUTE WITH A CLEAIR WIDTH LE lG) I SS THAN 60 INCHES (1525 MM) SHALL PROVIDE -C (61M)MAXIMUM. THESE PASSING SPACES SHALL ,} 306.2.3 MINIMUM DEPTH. PASSING SPACES AT INTERVALS OF 200 FEE-1z BE EITHER A 60 INCH (1525 MM) BY 60 INCH (1525 WHERE TOE CLEARANCE iS REQUIRED At AN ELEMENT AS PART OF A CLEAR FLOOR OR MM) MINIMUM SPACE,OR AN INTERSECTION FIG. 404,2,4,2 _O m OF TWO WALKING SURFACES WHICH PROVIDE A T-SHAPED TURNING SPACE COMPLYING WITH MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS ?": GROUND SPACE,THE TOE CLEARANCE SHALL EXTEND 11 INCHES (430 MM)MINIMUM BENEATH a a� SECTION 304, THE ELEMENT. 404.2,4,3 DOORWAYS WITHOUT DOORS. 404 - DOORS AND DOORWAYS DOORWAYS WITHOUT DOORS THAT ARE LESS THAN 36 INCHES (815 MM)WIDE SHALL HAVE FIG. 303.3 306.2.4 ADDITIONAL CLEARANCE MANEUVERING CLEARANCES COMPLYING WiTH TABLE 404.2.4,3, BEVELED CHANGES IN ILE/EL 4" P.C. SLAB SPACE EXTENDINCx GREATER THAN 6 INCHES 1150 MM) BEYOND THE AVAILABLE KNEE EXISTING GRADE 404.1 GENERAL, TABLE 404,2,4,3 CLEARANCE HALL COMPLY WITH SECTION 303,d RAMPED. AT 9 INCHES (230 MM) ABOVE THE FLOOR OR GROUND SHALL NOT BE INCLUDED IN TOE DOORS AND DOORWAYS THAT ARE PART'OF AN ACCESSIBLE ROUTE S ° MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS CHANGES IN LEVEL GREATER THAN It INCH (13 MM)SHALL BE RAMPED AND SHALL COMPLY WITH R-10 iNBULAtION CLEARANCE. <° 404. APPROACH DIRECTION MINIMUM GLEARENCES SECTION 40D OR 406. D, 404.2 MANUAL DOORS, PERPENDICULAR TO DOOR 306.2,5 WIDTH. (SEE NOTE 1) 304 - WHEELCHAIR TURNING SPACE TOE CLEARANCE SHALL BE 30 INCHES (160 MM) WIDE MINIMUM. MANUAL DOORS AND DOORWAYS, AND MANUAL GATES, INCLUDING TICKET GATES,SHALL COMPLY FROM FRONT 48 IN (1220 mm) WITH THE REQUIREMENTS OF SECTIONS 404.2,1 THROUGH 404.2,11, FROM SiDE 42 IN (1065 mm) 306,3 KNEE CLEARANCE. � 304.1 GENERAL ¢ 404.2•I REVOLVING DOORS AND TURNSTILES, I MANEUVERING SPACE SHALL INCLUDE FULL WIDTH OF DOORWAY. - } A WHEELCHAIR TURNING SPACE 814ALL COMPLY WITH SECTION 304• g REVOLVING DOORS OR TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE WALL AN FOUNDATION 404,2,4.4 RECESED DOORS, TM w WHERE THE PLANE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES (200 MM) 304,2 FLOOR OR GROUND SURFACE. in. WALL AND FOOTING 404.2,2 DOUBLE-LEAF DOORWAYS. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO INDEPENDENTLY OPERATED FROM THE PLANE OF THE WALL, CLEARANCES FOR FRONT APPROACH SHALL BE FLOOR OR GROUND SURFACES OF A WHEELCHAIR TUR1aIM1's SPACE SHALL HAVE A SLOPE NOT LEAVES SHALL COMPLY WITH SECTiO)NS 404.2.3 AND 404,2,4, PROVIDED, STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302, 6ECTIDN A..� _ .._ 404,2,3 CLEAR WIDTH. 404.2.4.5 FLOOr OR GROUND SURFACE, 3043 SIZE. DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES (815 MM) MINIMUM, CLEAR OPENING FLOOR OR GROUND SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE WHEELCHAIR TURNING SPACE SHALL COMPLY WITH SECTION 304.3.1 OR 304,3,2. INCLUDE KNEE AND OF DOORWAYS WITH SWINGING DOOWS SHALL BE MEASURED BETWEEN THE FACE OF DOOR A SLOPE NOT STEEPER THAN 1:49 AND SHALL COMPLY WITH SECTION 302, TOE CLEARANCE COMPLYING WITH SECTION 306 ONLY Al THE END OF EITHER THE BASE OR ONE ARM. � I 1 AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES (610 MM) 60 min 60 min. i i 404,2.5 THRESHOLDS AT DOORWAYS. y DEEP SHALL PROVIDE A CLEAR OPIENING OF 36 INCHES (V5 MM) MINIMUM, THERE SHALL BE NO __ I PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES (865 MM) ABOVE THE THRESHOLDS, IF PROVIDED,AT DOORWAYS SHALL BE ks INCH C13 MM)HIGH MAXIMUM. ,. .----------- + f I FLOOR OR GROUND. PROJECTIONS INTO THE MINIMUM CLEAR OPENING WIDTH MORE THAN 34 RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH I SECTIONS 302 ��' `�� I ' 2 � i INCHES (865 MM) AND UP TO 8O INCHES (2020 MM) ABOVE THE FLOOR OR GROUND ARE I I I I I PERMITTED BUT SHALL NOT EXCEED 4 INCHES (102 MM). AND 303. 1 °q c I I I 2"MIN 32"MIN. 31 1 404,2,6 TWO DOORS IN SERIES, I I ' I 1 I DISTANCE BETWEEN TWO HiNGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES e1220 �� ' ' i1 06.3 MM)MINIMUM PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE, DOORS IN SERIES I I FIG. CLEARANCE KNEE CLEARANCE , SHALL SWING EITHER IN SAME DIRECTION OR AWAY FROM SPACE BETIUEEN DOORS. `` �,__-�'�'' N I min. 90DEG. (15) SLIDING DOOR `---- 48 MIN. or 32"MIN. 4g�, (A)CIRCULAR mRn, 36 min, 12 min• 306.3,1 GENERAL �( SPACE UNDER AN ELEMENT BETWEEN 9 INCHES (230 MM) AND 21 INCHES (685 MM) ABOVE THE d FiG. 304.3 (B)T-SHAPED FLOOR OR GROUND SHALL BE KNEE CLEARANCE AND SHALL COMPLY WITH SECTION 306.3. ''''�'' SIZE OF WHEELCHAIR TURNING SPACE 306.3,2 MAXIMUM DEPTH. Cq (A)HINGED DOOR w CA CA (0)FOLDING DOOR 304.3.1 CIRCULAR SPACE. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN THE WHEELCHAIR TURNING SPACE SHALL BE NOIT LESS THAN 60 INCHES (1525 MM) ELEMENT AT 9 INCHES (230 MM) ABOVE THE FLOOR OR GROUND, co FIG. 4404.2.3 DIAMETER MINIMUM, WHEELCHAIR TURNING 8PAC:E N4ALL BE PERMITTED TO INCLUDE KNEE O N CLEAR WiDTH OF DOORWAYS AND TOE CLEARANCE COMPLYING WITH SECTION ::h, 306.3.3 MINIMUM DEPTH. lur- WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR 304.3.2 T-SSHAPED SPACE OR GROUND SPACE,THE KNEE CLEARANCE SHALL BE 11 INCHES (280 MM) DEEP MINIMUM A', 9 (x 404,2.4 MANEUVERING CLEARANCES, AT DOORS, THE WHEELCHAIR TURNING SPACE SHALL BE A T.-SHAPED SPACE WITHIN A 60 INCH INCHES (230 MM) ABOVE THE FLOOR OR GROUND, AND 8 INCHES (205 MM) DEEP MINIMUM AT MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL COMPLY WiTH SECTIONS 404.2.4.1 � �) (1525 MM) MINIMUM SQUARE WITH ARMS AND BASIF '3 INCHES (915 MM)WiDE MINIMUM, EACH THROUGH (A)T THROUGH ARM OF THE T SHALL BE CLEAR OF OE38tRUCTI(:DKe 12 INCHES (610 MM) MINIMUM IN EACH 21 INCHES (685 MM) ABOVE THE FLOOR OR GROUND. � X EXCEPTION: FiG, 404.2,E - TWO DOORS IN SERIES DIRECTION AND THE BASE SHALL BE CLEAR OF 1 OBSTRUCTIONS 306.3.4 CLEARANCE REDUCTION. CIS DOORS t0 HOSPITAL BEDROOiMS SHALL BE EXEMPT FROM THE REQUIREMENT FOR SPACE BETWEEN 9 INCHES (230 MM) AND 21 INCHES (685 MM) ABOVE THE FLOOR OR GROUND, THE {„_ a, z co AT THE LATCH SIpE OF DOOR PROVIDED THE DOOR IS 44 INCHES (1120 MM)WIDE .404,21 DOOR HARDWARE, KNEE CLEARANCE SHALL BE PERMITTED TO BE REDUCED AT A RATE OF 1 INCH (26 MM) FOR , MINIMUM. 304.4 DOORS. HANDLES,PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS EACH 6 INCHES 050 MM) IN HEIGHT. O N SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING 11'''' 404.2.4,1 SWINGING DOORS. TIGHT GR,�SPING, PINCHING, OR TWISTING OF THE WRIST t0 OPERATE• SUCH HARDWARE SHALL SPACES. 306,3.5 WIDTH. J 1-4 SWINGING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404,24•1. BE 34 INCHES (865 MM)MINIMUM AND 48 INCHES (1220 MM) MAXIMUM ABOVE THE FLOOR OR KNEE CLEARANCE SHALL BE 30 INCHES (160 MM) WIDE MINIMUM. GROUND, WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION,OPERATING HARDWARE 305 - CLEAR FLOOR OR GROUND SPACE TABLE 404.2.4.1 SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. MANEUVERING CLEARANCES ROR MANUAL SWINGING DOORS EXCEPTION: 305.1 GENERAL, CHAPTER 4. - ACCESSIBLE ROUTES U_ TYPE: OF USE MINIMUM CLEARENCES LOCKS USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WI1rH SECTION 305, 42" MIN. 18" as i APPROAG DOOR PERPEINDICULA BEYOND LATCH PARALLEL TO DOOR ARE PERMITTED IN ANY LOCATION. 401 - GENERAL DIRECTION SIDE TO DOOR 305,2 FLOOR OR GROUND SURFACES, o FROM FRON PULL 60 O (152!5 mm) I80 IN (455mm) 404,2.8 CLOSING SPEED. FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR `,ROUND SPACE SHALL HAVE A SLOPE NOT FROM FRON PUSH 48 IN (152! mm) IS IN (O mmn STEEPER THAN 1:48 AND SHALL COMPLY WiTH SECTION 362. 401.1 SCOPE. � E ENGINEER: ACCESSIBLE RDUTE:B REQUIRED BY THE SGOPING PROVISIONS ADOPTED BY THE ADMINIBTRAtIVE 404.2.8.1 DOOR CLOSERS. z OF NE' FROM RING PULL 60 IN (152l5 mm) 36 IN 1915 mm)42 IN 11065 mm) DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 AUTHORITY SHALL COMPLY WiTH THE APPLICABLE PROVISIONS OF THIS CHAPTER. E _ NorE '(� FROM HIND PUSH 42 IN (10615 mm) 54 IN (1310 mm) DEGREES,THE TIME REQUIRED TO MOVE: THE DOOR TO AN OPEN POSITION OF 12 305.3 SIZE, FROM LATC PULL 48 IN (1220 mm) 24 IN (610 mm) DEGREES SHALL BE b SECONDS MINIMUM. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 IINCHES (160 MM) MINIMUM BY 48 INCHES (1220 I BARS SECUREED O B GRAISEY T. e�T FROM LATC PUSH 42 IN (10615 mm) 24 IN (610 mm) MM)MINIMUM. 402 - ACCESSIBLE ROUTES CLEAR v �� 3 d WOOD ISLOCKING n�-• Y AND LOCATED A8 (� �'a� 404.2.8.2 SPRING HINGES, FLOOR PER AAS.I.4 1 Maneuvering apace shall include full width of doorway, DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 10 305.4 KNEE AND TOE CLEARANCE 402.1 GENERAL 30" MIN CA.B.O,STANDARDS 2 Add 12 inches (300 eem) If closer and latch provided. DEGREES,THE: DOOR SHALL MOVE TO THE CLOSED POSITION iN 1,5 SECONDS MINIMUM, UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR CION 3 f� .PACE SHALL BE PERMITTED TO INCLUDE �� ce�Ee ACCESSORIES) 3 Add 6 inches(150 Imm) if closer and latch provided. MEASURED UNDER AMBIENT CONDITIONS, KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 3C,6. ACCESSIBLE ROUTER .HALL COMPLY WITH SECTION 402. CLEAR FLOOR AREA 4 Add 6 inches (150 trim) If closer provided. 402,2 COMPONENTS, 60" MIN. �O,o 349 N � C'\ __-----_---, 404,2.9 DOOR-OPENING FORCE. 505.5 POSITION. ,Q ' I 54"MIN. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE UNLESS OTHERWISE SPECIFIED, THE CLEAR FLOOR OR GROUND SPACE: SHALL BE POSITIONED FOR ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING MPS, CURB ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN OR PULLING OPEN EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORWAYS,RAMPS, CURB E ROUT DOORS OTHER THAN FIRE:DOORS SHALL BE AS FOLLOWS: ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS, ALL COMPONENTS OF AN ACCESSIBLE ROUTE 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 48 min. SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. JEFFREY T, BUTLER, P.E. I 1 q$j i i i i 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N) I ' I I 1s°MIN. � 403 - WALKING SURFACES � I N THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 403,1 GENERAL. " I -------- I i i E i i O n --------- WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404.2.10 DOOR SURFACE, tr i 403. (A)FRONT APPROACH,PULL BIDE DOOR SURFACES WITHIN 10 INCHES (255 MM)OF THE FLOOR OR GROUND MEASURED - MIRROR O U. O ,48 MIN WHERE�oTH CLOSER AND LATCH ARE PROVIDIEP VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF i i m ---___-___-, THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE ' ' `----------'---'' LAVATORY I I 403.2 FLOOR OR GROUND SURFACE WITHIN 1/16 INCH (1.6 MM) OF THE SAME PLANE AS THE OTHER, CAVITIES CREATED BY ADDED ---------' FLOOR OR GROUND SURFACES SHALL COMPLY WITH SECTION 302. GRAB BARS L- i i KICK PLATES SHALL BE CAPPED. 30 min. (E3)PARALLEL y O Y O ' ' EXCEPTIONS: 403.3 SLOPE. s'-o" 6" O I I (E)HINGE APPROACH,PUSH SIDE 12"MIN i -54 MIN WHERE E+OTH CLOSER AND LATCH ARE PROVIDED 1. SLIDING DOORS. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20, THE CROSS SLOPE DOOR 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR (A)FORWARD POSITION OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48, p[ Q u SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM POSITION OF CLEAR FLOOR OR GROUND SPACE Q Q 3 THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH(255 MM) BOTTOM 305.6 APPROACH, 403.4 CHANGES IN LEVEL. ZV (K Z -------- 1 --- RAIL HEIGHT REQUIREMENT, i �_ i ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN OR CHANGES IN LEVEL SHALL COMPLY WiTH SECTION 303. Z Z I 3. DOORS W141CW DO NOT EXTEND TO WITHIN 10 INCHES (255 MM) OF THE FLOOR OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. ty (5)FRONT APPROACH, GROUND. 403.5 CLEAR WIDTH. N �' � =S PUSH SIDE ' ' 305.1 MANEUVERING CLEARAN:E. CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH TABLE 403.5. WATER CLOSET LO ' 404.2.11 VISION LITES. IF A CLEAR FLOOR OR GROUND SPACE IS IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR 24„ v DOORS AND SIpELITEB ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES COMPLYING WITH SECTIONS 305.V TABLE 403.5 --1 THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE AND 305.1.2 SHALL BE PROVIDED, •----------'----' ' _ MIAL PANEL 43 INCHES (1090 MM)MAXIMUM ABOVE THE FLOOR OR GROUND. CLEAR WIDTH OF AN ACCESSIBLE ROUTE I � _ ------- h 60 min. 404,3 AUTOMATIC DOORS, SEGMENT LET1GtH MINIMUM SEGMENT WIDTH � O O I - 24 INCHES (610 MM) 32 INCHES (815 MM) 54 MIN. _ O (F)LATCH APPROACH,PULL SIDE AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WiTH SECTIONS 404.3,1 THROUGH > 24 INCHES (610 MMI) 36 INCHES (SID MM) I 404.3.6, FULL POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA AI56.10. LOW ENERGY . N ' IL ' •--------------- AND POWER-ASSISTED DOORS SHALL COMPLY WITH ANSI/BHMA A156,19. n = ifi GRAB BARS �/ O O I ' $ I I F I CONSECUTIVE SEGMENTS OF 32 INCHES (815 MM) WIDE MUST BE SEPARATED BY A ROUTE MIRROR n I ' , I X � Z 36"MIN. '-� 404.3.1 CLEAR OPENING WIDTH, CO X SEGMENT 48 INCHES (1220 MM) LONG MINIMUM AND 36 INCHES (915 mm) wide minimum. 5 s9'-4i' tL- I I [� `� O �F1 DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES (815 MM) IN POWER-ON AND I i LAVATORY Q Z -------- I I N POWER-OFF MODE THE MINIMUM CLEAR WIDTH FOR AUTOMATIC POOR SYSTEMS BHALL BE I I , I 4 U Q I ---------------- n. ` k (C)HINGE APPROACH,PULL 610E ------_-_, 9ASED ON THE CLEAR OPENING PROVIDED BY ALL LEAFS IN THE OPEN POSITION. � � min. min. m ---- 404.3.2 MANEUVERING CLEARANCES. CLEARANCES AT POWER-ASSISTED DOORS SHALL COMPLY WiTH SECTION 404,2.4• L 361 L r w @48 MIN. WHERE (BJ PARALLEL APPROACH N - o� m I CLOSER 40.4.3.3 THRESHOLDS. (a) FORWARD APPROACH IFIG. 305.1 - MANEUVERING CLEARANCE IN AN ALCOVE C I IS PROVIDED' THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTION 404.2.5.i %0 8"KNEE CLEARANCE TISSUE HOLDER I - 305.1.1 FORWARD APPROACH. N N (A h 404,3,4 TWO DOORS IN SERIES. lt1 42"MIN. i DOORS IN SERIES SHALL COMPLY WITH SECTION 404,26, THE WIDTH OF AN ALCOVESHALL BE 36 INCHES (915 MM) MINIMUM WHERE THE DEPTH EXCEEDS -5• EP LAV.oTH WATER CLOSET I (G)LATCH APPROACH,PUSH SIDE 24 INCHES (610 MM).FIG. 404,2,4,1 404.3.5 CONTROL SWITCHES. TYPICAL HANDICAP DETAILS MANEUVERING CLEARANCE AT SWINGING DOORS CONTROL SWITCHES SHALL COMPLY WITH SECTION 309. 305.1.2 PARALLEL APPROACH. (n)HINGE APPROACH,PULL SIDE THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES 0525 MM) MINIMUM WHERE THE DEPTH FIG 403.5-CLEAR WIDTH OF AN ACCESSIBLE ROUTE (FROM ICC/ANSI ARIA 2003) °48 MIN WHERE BOTH CLOSER AND LATCH ARE PROVIDED 404.3,6 SIGNS. EXCEEDS 15 INCHES (350 MM). LABELS AND WARNINGS FOR AUTOMATIC DOORS SHALL COMPLY WITH SECTION 103A. u