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HomeMy WebLinkAbout37644-Z �s�IFpt�p Town of Southold Annex 12/3/2013 P.O.Box 1179 co54375 Main Road o IV Southold,New York 11971 54�.10 CERTIFICATE OF OCCUPANCY No: 36601 Date: 12/3/2013 THIS CERTIFIES that the building COMMERCIAL Location of Property: 47070 Route 25, Southold, SCTM#: 473889 Sec/Block/Lot: 69.-6-4.1 Subdivision: . Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/25/2012 pursuant to which Building Permit No. 37644 dated 11/26/2012 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: commercial building for an electrical contractor with roof mounted solar panels as applied for. The certificate is issued to Platinum East Properties LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-12-0006 10/21/13 ELECTRICAL CERTIFICATE NO. 37644 4/4/13 and 12/3/13 PLUMBERS CERTIFICATION DATED 9/5/13 EME Plumbing k Heating A hoped ed ignat re TOWN OF SOUTHOLD BUILDING DEPARTMENT y Z TOWN CLERK'S OFFICE o . SOUTHOLD, NY a f BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATION_ S UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37644 Date: 11/26/2012 Permission is hereby granted to: Seiferth, Deborah 112 Brook St Garden City, NY 11530 To: construct a new commercial building for an electrical contractor as per Planning as applied for At premises located at: 47070 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 69.-6-4 4l Pursuant to application dated 10/25/2012 and approved by the Building Inspector. To expire on 5128/2014. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,402.00 CO-COMMERCIAL $50.00 Total: $1,452.00 Building Inspec or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: a 0� House No. 1 Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section to Block b Lot��- Subdivision �f Filed Map. Lot: Permit No. -1 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ J�)U- �� Vj it igna e Town Hall Annex p��S��FOC�cO�y Telephone(631)765-1802 54375 Main Road $ Fax (631) 765-9502 N 2 P.O. Box 1179 Q, - Southold, NY 11971-0959 y��� �a* roper.richert(aD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Platinum East Properties LLC Address: 48205 Mai Rd City:Southold St: NY Zip: 11971 Building Permit#: 37644 Section: 69 Block: 6 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: bBA: Platinum East Electric Inc License No: 34091-me SITE DETAILS Office Use Only Residential Indoor x Basement Service Only Commerical x Outdoor x 1st Floor x Pool New. X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY f Service 1 ph 200a Heat Duplec Recpt 24 Ceiling Fixtures 22 HID Fixtures 2 Service 3 ph Hot Water elec GFCI Recpt 4 Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel 2 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 9 Twist Lock Exit Fixtures 3 TVSS Other Equipment: 200a 3 phase underground service, 1-exhaust fan, 3-20a single recpticle. 2-20a electric wall heaters Notes: Inspector Signature: Date: April 4 2013 Electrical CertificateAs pF SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.riche rt _town.southo Id.ny.us Southold,NY 11971-0959 o�yc4U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Platinum East Properties LLC Address: 47070 Main Rd--Rt 25 City: Southold St: NY Zip: 11971 Building Permit#: 37644 Section: 69 Block: 6 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric Inc License No: 34091-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect F1 Switches Twist Lock Exit Fixtures TVSS Other Equipment: 18KW roof mounted photovoltaic system to include, 72-Solar World 225 panels, 2-SMA Sunny Boy 8000TL inverters Notes: Inspector Signature: Date: Dec 3 2013 or 81-Cert Electrical Compliance Form.xls SO!/�,o Town hall Annex Telephone(,631).76571$02 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,New York 1 197 1-0959 Cou BUILDING DEPARTMENT TOWN OF aOUTHOL TOAW.WOMOLD r u.. .CERTIFICATION Date: Building Permit No. Owner: i LATE"vm f 5 i �1tc, trr�S L L C (Please print) Plumber: 69 i K 6N)&nl �Elaj �v�u�3i�✓� 6 Gl Z rJ CY (Please.print) I certify that the solder used in the water supply system contains less.than 2/10 bf 1%0. lead. (Plumbers Signature)'". Sworn to before me this day of 20 3 Notary Public, County PENNY BEDS Notary Public,State Yllfk No.01BE60993 QuaEified En`Suffolk CODUV��� r, Commission Expires Sept.29, OF SOpr� • iQ TOWN OF .SOUTHOLD BUILDING DEPT. 765-1802 PECTION [ - FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION" [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU H) [ TRICAL.(FINAL) REMARKS: DATE INSPECTOR OF SOpT�ol TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION -. .' " [ ] FOUN ION 1 ST [ ] ROUGH PLBG. [ IF NDATION 2ND [ ] INSULATION [ .. FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT FINAL) REMARKS: s _ DATE INSPECTOR ho��OF SOUT�o� TOWN OF.SOUTHOLD BUILDING .DEPT.: 765-1802 INSPEC T oN [ ] FOUNDATION i ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION- � �' [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: J �S`�E- c ' DATE INSPECTOR '`�� oF souryo� 76- 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: 07 ) f > l DATE / a- ✓ �< INSPECTOR ' SOpr�o -- - -- - cOUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [-A O GFI PLBG. [ ] �FONDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE TR L (FINAL) REMARKS:- _j DATE INSPECTOR Cn OF SOUlyO� o�yCOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELE GA (ROUGH) [ ] ELECTRICAL (FINAL) REM KS: DATE INSPECTOR G � TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION -. [ ] FOUNDATION 1 ST [ ] ROUGH PL"BG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION p[r.' ] F E RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Z4�St�C7(L7Z - DATE. INSPECTOR pf SOUr�,Olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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 C INSPECTOR ����= rjf so �o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . ' [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] [ ] INSU O FRAMING/STRAPPING [ INAL[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR t i James A.Marx,Jr.P.E. North Winds Center High.Mountain Road Ringwood,NJ 07456 { E-mail:jamliglit@bellatlantic.net i June 15 2011 Unirac,Inc. 1411 Broadway Blvd.NE Albuquerque,.NM 87IO2 To: Building Department or Others: RE: Engineer's Notice of Evaluation for UniRac SolarMountTM Universal PV Module.Mounting System 1 Dear Sir: I have reviewedUnirac SolarMountTM"Code-Compliant Installation Manual 227", copyrightTebruary 2008 and certify that the information and results are accurate.To determine the design.level forces,the appropriate wind speed shall be determined.as prescribed by local jurisdiction requirements and applied in accordance to the New York State Residential Code-2010 or New York State Building Code-2010.These building: codes require,that wind loading be determined based,upon ASCE 7-05 and Unirac's Manual 227 utilizes ASCE 7-05 that matches Method 1 for which Unirac Table 2 is based upon,that which is:dependent upon conditions of spatial form,height and other structure parameters that are specified in the code provisions for determining the applied wind loading pressures imposed onto,the Unirac SolarMountTM rails supporting solar panels.The SolarMountTM railing and.anchorage requirements for the installation are p properly represented in the Installation Manual 227. 3 t f For other conditions,the determination of wind pressures should be determined by the aforementioned New York:State Building:Code and:ASCE 7 procedures. E f i e 1 rIr I James A.Marx;Jr.PE Page.2 of 2 I The design verification is based on: 1. ASCE7-02/05-ASCE Standard II. "Steel Construction Manual," 13th Ed.,American Institute of Steel { Construction, Chicago;IL;2005. III. "Aluminum Design IVlanual",The Aluminum Association,.,Washington D.C., 200.5. IV. Mechanical Properties and Static Load Testing of Unirac extruded rails and related components obtained.from Dr.Walter Gerstle,PE,Department of f Civil Engineering,University of New Mexico,Albuquerque,NM I i Use: Unirac SolarMountTM.is evaluated for use in locations where wind pressure requirements do not exceed"50 psf or snow load.conditions do not exceed 45 psf Wound snow loads. For loading in-excess of either of the above stated conditions,Unirac,Inc.should be contacted for suitability of installation. By this letter,I certify that the Unirac SolarMountTrVi assembly,when installed in accordance with the.Installation Manual 227 will meet the requirements of the building codes adopted by New York State. Others should evaluate the structure to which the Unirac SolarMountTM system is to be connected on a case-by-case basis,per Part I— Installer's Responsibilities of the Installation Manual,to ensure its adequacy"to accept attachments and to support all applied loadings per the building code: Please call me if you have any:questions or concerns. Sincerely, OF N'E I Y I-\.Mq y� O,� 1 James A.Marx,Jr. PE ;a rc Professional Engineer a � u' 10 High Mountain Road Ringwood,NJ 07456 IUa. 56AC3� (908-557-6080) \%Fgss!o P� j Professional Engineer License 56467 1 , cc:James Madrid,Unirac,Inc. I 11/12613 Unfrac Engineering Report-6aOd2199, gool I UN I R A C Engineering Report 3Hi mt Pc up tf'Ffre' i Project Title: Platinum East Properties Nov, 12, 201`3, 8:32 a.m. s Project ID:6aOd2199 Name: SOLAR'MOUNT i Address: 72 230 Watt Panels City,State: :Southold,NY11971 Module: 'Typical 100-270W 60 Cell 1248 fO P 4 230 Watts 16.6 KWs j ---------UNVALIDATED-MOD'ULE SIZE=T'lieinodute-selected was=based on-a-typical-or=custommodutesize-DO-NOT USE thisinfdrmation-to°putchase----1 or install.without verifying the exact module dimensions. Engineering Report 3 i Plan Review inspection i Roof Point Load Up:. 2.06 lbs Maximum Rail Span (Zone 1):62 j i Selected Rail Span: 48"' Roof Point Load Down: 391 l.ba Products 50LARMOUNT Module,Manufacturer: `Typical f Total Number of Modules::72 Model: 200-27OW 60 Cell j Total KW: 16.6KW Module Watts: 230watts Rows/ Columns: 4/18(no gaps) Module Length: 64.50 E NS Dimension-. -258.0in Module Width: 38:30 i EW Dimension 716.6'in Module Thickness: 1.57' Loads Used for D es!gn Module Orientation: Portrait - Wind Speed: 120'mph Maximum Rail Cantilever: 16.00`' Ground:Snow Load: 30psf Expansion Joints: Every40' - Wind Exposure:. B Rails Direction: EW f Roof Pitch: 7-V Loads Determined by Zip Roof Type Shingle j City;.State: Southold NY { Wind Speed: 116 mph Ground.,Snow Load:. 30 psf S 4 i s design.unirac.corrVtool/projecUsolarmountt6aod2199/ 1h �a ��..�-- I�I I� y. i - I i av' I -f—=t SOIJTFWESTFI FVATIOM PROPOSED SOLAR INSTALLATION FLUSH MOUNTED CONDUIT - Y METER FRORIARRAY (AC NIODULES1 OSERVICE ar PANEL AC AC �'fHNEST ELEVATIOLI TYPICAL RISEPIAGRAM 4� �� 1836 KW SOLAR �iY SYSTEM m o o A' 1 1 0 • / Lwolom= r� - •Jr ►N , 1 •STATE ENERGY CbDB r ADDITIONAL • 1 3_ i f 1 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. 7 6 W Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined' F'/� 20zZ Storm-Water Assessment Form / Contact: Approved ,20 ! .Z Mail to: Disapproved a/c 5PL) S 44 1.. Phone: ?J Z 3S -078L- Expiration 4 Fa—pplication Building nspector LICATION FOR BUILDING PERMIT Date 20 LZ INSTRUCTIONS D be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. i e of a licant or name,if a corporation) lLeO 6-,- sz-W�e_D 04 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises RtJ U&& �� (As on the.tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer - (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet f County Tax Map No. 1000 Section Block cyo Lo - Subdivision Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V&Ad-T LAJD b. Intended use and occupanc /"4P=&A � 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost j, 00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor�� If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ;jam 7. Dimensions of existing stru es, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front ' g Ream Depth 60 ' Height 7--S Number of Stories�� 1 CJ�IF� 9. Size of lot: Front Z4 , Rear Depth 143 . 74 r 10. Date of Purchase ( "Z/—- Name of Former Owner - Dt.1 `C�f 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO Ic 14. Names of Owner of premises g VW Address P�-W ft t't) hone No. 7 Name of Architect N 44-:AD/,J '�LLtii� Address 6c ICE-I ,- Phone No `13-9 -A1LK Name of Contractor EL4D4S Address hone No. "Z-v-44'y044, 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO A— * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOX� * 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 NOX-- * IF YES, PROVIDE A COPY. CONNIE D. BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Oual Pied in Suffolk County Commission E;rpl.m mil .4,2 �-- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, NIE D. NCH t'ON tate o (S)He is the Notary hin bl 505 (Contractor,Agent, Corporate Officer, etc.) Ou0tied in o Commission Expired. 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 LA day of 20� �Ijts Notary Public ` i ature Applicant TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: 01/17/12 TO: Bill Kelly for Platinum East Properties LLC P O Box 1680 Southold, NY 11971 Please take notice that your application dated January 6, 2012 For permit to construct an office/warehouse for an electrical contractor at Location of property: 48205 Main Road, Southold, NY County Tax Map No. 1000 - Section 69 Block 6 Lot 3&4 . Is returned herewith and disapproved on the following grounds: Pursuant to Article XI, Section 280-48, the use is permitted & site plan approval from the Southold Town Planning Board is required. r Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. 5 MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J.WILCENSKI QF SO(/ryOl Southold,NY 11971 . Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETHL.EDWARDS G Q 54375 State Route 25 JAMES H.RICH III .�` ^��� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR COUNTI5��v Southold,NY IY 1` Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 23, 2012 OCT 2 5 2012 Mr. William Kelly 22355 Cox Lane, Unit#4 DEPT. Cutchogue, NY 11935 TowN OF SDUTHDLD Re: Approval: Site Plan for Platinum East Properties, LLC Located at 48205 NYS Rt 25, ±956.85' west of Ackerly Pond Lane, Southold SCTM#1000-69-6-3 &4 Zoning District: General Business (B) Dear Mr. Kelly: �f- DI The following resolutions were adopted at a meeting of the Southold Town Planning Board on October 22, 2012: WHEREAS, this site plan is for the proposed construction of a 2,880 s.f. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District, Southold; and WHEREAS, the applicant submitted an application for site plan review on May 2, 2012; and WHEREAS, at a Work Session held on May 21, 2012, the Planning Board accepted the application for review; and WHEREAS, on May 31, 2012, the Southold Town Architectural Review Committee reviewed and determined that the proposed was acceptable with minor alterations suggested; and WHEREAS, on June 13, 2012, 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 21, 2012, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEAR lead agency coordination process for this Unlisted Action; and Platinum East Properties Pape Two October 23, 2012 WHEREAS, on June 27, 2012, the Southold Fire District determined there was adequate fire protection and emergency access for the site; and WHEREAS, on July 11, 2012, the Southold Town Engineer reviewed the above- referenced application and has determined the project to provide adequate drainage and the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on July 20, 2012, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has recommended that the proposed project be found consistent with Southold Town LWRP policies; and WHEREAS, on August 13, 2012, a public hearing was held and closed by the Planning Board for the above-referenced site plan; and .WHEREAS, on August 13, 2012, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action and, as lead agency, made a determination of non-significance and granted a Negative Declaration; and WHEREAS, on October 3, 2012, the Southold Town Chief Building Inspector reviewed and certified the proposed site plan as a permitted use in the General Business (B) Zoning District; and WHEREAS, at a Work Session held on October 22, 2012, the Planning Board found that 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 "Platinum Electric", prepared by Jeffrey T. Butler, on March 5, 2012, last revised October 12, 2012, and authorizes the Chairman to endorse the site plan. Please 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. , r Platinum East Properties Page Three October 23, 2012 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. I 4. Any changes from the Approved Site Plan shall require Planning Board approval. i 5. 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. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. ilcenski Chairman Encl. cc: Building Dept. Town Engineer i MAILING ADDRESS: PLANNING BOARD MEMBERS �F SOU P.O.Box 1179 DONALD J.WILCENSKI �� �IyO Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMER,S Town Hall Annex PIERCE RAFFERTY N ,c JAMES H.RICH III G @ 54375 State Route 25 MARTIN H.SIDOR 'O • �� (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD EBLDG. November 8, 2013 Mr. William Kelly 2013 22355 Cox Lane, Unit#4 Cutchogue; NY 1.1935 PT. THOLD Re: Approved Site Plan for Platinum East Properties, LLC Located at 48205 NYS Rt. 25, t956.85' west of Ackerly Pond Lane, Southold SCTM#1000-69-6-3 &4 Zoning District: B - General Business Dear Mr. Kelly: The Planning Board has found that the requirements of the above-referenced site plan have been completed based on the site inspection made September 12, 2013 and the submitted as- built site plan prepared by Nathan Taft Corwin III, LS, dated December 2, 2011, and last revised September 25, 2013. This as-built plan is provided to the Planning Board to illustrate minor changes to the approved site plan; it does not replace the original approved site plan. The changes are as follows: • Surface of parking area from gravel to asphalt • Nine (9) open drywell grates • Re-location of two (2)ADA parking stalls • Two (2) external signs The site is now in conformance with the approved site plan entitled "Platinum Electric", prepared by Jeffrey T. Butler, P.E., dated March 5, 2012, last revised October 12, 2012 and the as-built site plan referenced above. 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, Donald J. 4ilcenski Chairman cc: Michael Verity, Chief Building Inspector; Jamie Richter, Town Engineer \. ,A ;�rd� ��� Town of. Southold n / Erosion, edimen#anon & Storm Water Run-off. ASSESSMENT FORM •. PROPERTY LOCATION:• S.C.T:M.# -c i THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION-OF A . O� �L Cr. �j.� S7OftM-1fITATER,GRADING,DRAINAGE AND EROSION CONTROI.-PLAN District sec on I ocic tot f CERTIFIED BY A DESIGN`PRO.FESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What i§the Total Area of the Project Parcels? (include Total Area of all Parcels located within 'j Will this Project Retain AiI Stomt-Water.Run-Off the Scope of Work for Proposed Construction) `J,� Generated by a Two(Z)Inch Rainfall on Site? . b. What is the Total Area of Land Clean VlAaes) (This item will Mdude all run-off created bysiite n9 clearing and/or constriction activities as well as all and/or Ground Disturbance for.the proposed ,'eJ 'Site Improvements.and'the permanent creation of constriction activity? . . (s.F.fAae,) - . .Impervious surfaces.) PROVIDE BRIEF PROJECT DESORIFnON (ProvideA&Won lPa9-asNeeaed) 2 Does the Site Planand/orSurveyShowAnProposed' ' Drainage Structures Indicating Size&Location?This //A� liem shall include.all Proposed Grade Changes and' - - lei --IfH - Z S Slopes Controlitng Surface Water Flow. •3 Does the Site Plan and/or Survey describe the erosion and sediment control practices that will'be used to 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 YardsEl of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand D .(5,000'S.F.)Square Feet of Ground Surface?. .6 is there a Natural Water Course Running through•the Site? Is this Project within the Trustees jurisdiction ,V General.DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland.0 D Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of end(1)or more acres;includfng:a1sturbances of less than one acre chat are part ore Iargercommon plan that will Lltimatey disturb one ormore acres of land; •7 Wilt there be Site preparation.on Exfsong Grade Slopes inducting construction activities involving sod disturbances of less than one(1)acre where• which Exceed Fifteen(15)feet of Vertical'Rise to 'the DEC has determined thate SPDES permit is required for storm water discharges. One Hundred(1001)of Florizontal•Distance? (SWPP.P's Shall meet the Minimum Requirements of the SRDES General Permit • 8 Will Driveways,Panting Areas brother Impervious for Storm-Water Discharges from Construction activity—Permit No.GP )-1o4o1.) Surfaces be Sloped to Direct Storrn-Water Ruti-Off $.The.SWPPP shall be prepared prior to the submittal of the NOL The NOI shall tion be. into and/or in the directi h submitted to the Department ptior to the commencement ofeonstWc activity on•of a Town ri -of gt � 2.The SWPPP shall describe the erosion andsediment oontroi practices and where .9 Will this Project Require-the Piacerrient•of Materfal, required,post construction storm-water managemenepractices that win be used and/or Removal of Vegetation and/or the Constl#ictton of any constructed t to redact the pollutants to storm water nnILmIn ad andto a SVJe Item VVilhin the Town -of--Way or Road,Shoulder ' rxrmpliancevrittm thgterms and conditions of this permft.in addition,the SWPPP shad Identify potential sources of pollution which may reasonably be expected to affect the Area?(mb item will Nor inctua.uN hist3b%n of nryex:,yAprens), quafdy of storm waterAischarges. NOTE: BAny Answer to questions One through Nino-Is Answer.ed with a Check Mark 3.AN SWPPPs that require the post-bonstrucdon storm watermanagement practice Ina Box and the apnstruotlon site disturbance is bbiween t ego•S.F.&1 Acre in are; eomponentsham be'lirepated by a qualified Design Professional Lkensed in New York a Storm-Water,'Gmding,Drainage d,l.rosion Conhof�Pbn is Required bytbe Town of that is knowledgeable in the pripclples and practices bf Storm Water Management Southold and Must be-submitted for Review Prior to Issuance of AnyBudding:Permit (NOTE A Check Mark(;(i)aWorh wer for e&h question b Required fora Complete Appsca kn) STATE OF NEVI YORK, • Notary Public,State of New York . COUNTY OF.............. ..SS No.01 BU6185050 Qualified in Suffolk lfiat I Commission ExpiresApril 14 County /�.. :?� ........}}l!,,.yy..,,...��....W, � ' '"-V"�•.................being duly sworn,deposes and says `(time of inrfnridual skjning Dorarment) yS that he/she is the applicant for Permit, And that he/she is the ..... ............... ..............;.............................. ji3wire',Contractom;Agent,CorporateOfficeieta) •.•..•.•r•••.••...••••.•.....••......•..••..•...••..•.••.. Owner and/or representative of the 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 herewith. Sworn tore me this; :,. tary bhc: .. ..................................... ( .{r� :�. na of Ica 0 FORM - 06110 .f. SOpj�o to Town Hall Annex Telephone(631)765-1802 54375 Main Road us ye ,ax(631)7695�2 P.O.Box 1179 G • iQ roAer.richert .Lown.sou o .nV.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1(oyf Date: j1 9-- Company Name: c ?mac Name: . i F License No.: 3�� Address: Phone.No.: JOBSITE INFORMATION: (*Indicates required information) . *Name: &ATtA/tom C-_JN% LrFOP 776-f (CC *Address: fn M1+e,�, Pz0 5,),117ta'L P *Cross Street: L,o W I'm (Z to *Phone No.: ( j-- Permit No.: Tax Map District: 1000 Section: Block: �_ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle.All That Apply) *Is job ready for inspection: YES / NO Rough In. Final *Do you need a Temp Certificate: �l NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 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 Forth 1 ✓r �'�XOf S0�/l�o Town Hall Annex l J�L Telephone(631)765-1802 54375 Main Road y ,e ax(631)765- 5 P.O.Box 1179 . Q roger;richertdtown.south�ol5.ny.us Southold,NY 11971-0959 I�CO IAa� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: IT14 Date: r Company Name: cMVM - _ MC zr/L ce Name: _ — -- License No.: t _r'1 C-- Address: 12>2 0 kC& �U_ Phone No.: I _ �- ca JOBSITE INFORMATION: (*Indicates required information) 'Name: i l ti UAA �A51 P�� nE;.�e U e 1-4=.n n e-4-� *Address: c,J C?-oS: ,courloc *Cross Street: *Phone No.: (4,3 i 6& -© 80 Permit No,: Tax Map District: 1000 Section: Block:_(� Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) MyeDoti !O UIC VI&I ,4A-�b X&ZA."tc (Please Circle.All That Apply) *Is job ready for inspection: YES /6I � Rough In Final *Do you need a Temp Certificate: YE I NO Temp Information (If needed) ."Service Size: 1 Phase Phas 100 150 20 300 350 400 Other Vew Service: Re-connect Undergro Number of Meters Change of Service Overhead `ditional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form oF so�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �l BUILDING DEPARTMENT TOWN OF SOUTHOLD April 9, 2013 Platinum East Properties LLC 1300 Kenneys Rd Southold, NY 11971 Re: 47070 Route-25,Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. v Final Health Department Approval.. lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37644 — New Commercial Building I - - Q UNA UrjjoRm!7ED r-.,Tf- sEOCT(O729 uJU.,VEY 1 ThrE Li, SiliiYL'r' '`7T Rz.gRj j fh15 S:U UAL c ,.::::� SL:>; q a I A v.11!p ,.. r ai: C:N;,rutlr0 �`' `� !/C•�;'% 11. (i�/ �- ..U: r ' RAn'T _ /c_ C '� ::� _ �/• / /- f% I (i"�.' / J f� �l(��f; CNLY TO Tr.., _ -_ _ cG> 5I1AU ;'U!d TITLE ;,•.:� . :: __..�i �I~_ _ r.�:L^�_� _.._ __ . LLNC:NG {D:STi7lril Ai L• '. LFiC:'/ AND C�r AHL) J i TO THE ASUGN'cES.CF T!{I L%;'Wt{G $151j• / i i I TUTIoN, GUAi:ANTcL5 A::. t� Y 1`!�)l�,r' t J�!Ev.�!' `� t.:..''.,f S':<:i TkAr:SFii{A1S1 E i TO ADDITIONAL (.4S;i;I;NW45 UH J t COMcheck Software Version 3.9.1 Envelope Compliance Cer ' ' to 2010 New York Energy Conservation Construction Cod � � Section 1: Project Information BLDG. DEPT. TOWN OF SOUTHOLD Project Type: New Construction '— Project Title :Platinum Electric Construction Site: Owner/Agent: Designer/Contractor: Lower Road Bill Kelly Jeffrey Butler Southold,NY Morton Buildings Jeffrey T.Butler, P.E.,P.C. Permit Date:11-2012 206 Lincoln Street Riverhead,NY 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 Activity TyoeW Floor Area Warehouse 2880 Section 3: Requirements Checklist 'Envelopecode. Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(a) Perimeter Roof 1:Attic Roof with Wood Joists 52 30.0 0.0 0.034 0.027 Exterior Wall 1:Wood-Framed, 16"o.c. 224 19.0 0.0 0.067 0.089 Door 1:Insulated Metal,Swinging 21 --- --- 0.340 0.700 Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical>=4 ft. 60 --- 0.0 --- --- (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. I] 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. Li 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. 0 8. Cargo doors and loading dock doors are weather sealed. 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. O 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: Project Title: Platinum Electric Report date: 11/27/12 Data filename: Platinum.cck Page 1 of 6 Building entrances with revolving doors. LI Doors not intended to be used as a building entrance. O 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. LJ 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 3.9.1 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. Name-Title i re Date c�Ew YOJ 4p�y BUTS 6- L Q �y CO w ­5 0 W SFD PROFEgS Project Title: Platinum Electric Report date: 11/27/12 Data filename: Platinum.cck Page 2 of 6 COMcheck Software Version 3.9.1 Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : Platinum Electric Construction Site: Owner/Agent: Designer/Contractor: Lower Road Bill Kelly Jeffrey Butler Southold,NY Morton Buildings JeffreyT.Butler,P.E.,P.C. Permit Date:11-2012 206 Lincoln Street Riverhead,NY 631-208-8850 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Warehouse 2880 0.8 2304 Total Allowed Watts= 2304 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Warehouse(2880 sq.ft.) Compact Fluorescent 1:Twin Tube 8/9W/Magnetic 1 2 8 16 Total Proposed Watts= 16 Section 4: Requirements Checklist Interior Lighting PASSES:Design 99%better than code. Lighting Wattage: ❑ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 2304 16 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: Project Title: Platinum Electric Report date: 11/27/12 Data filename: Platinum.cck Page 3 of 6 ❑ 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. ❑ 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 3.9.1 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title � �� g U T(F9 �b� Date r� LLCD z +� la to r� O o-7 3 \02 •s�o P Project Title: Platinum Electric Report date: 11/27/12 Data filename: Platinum.cck Page 4 of 6 ,v- COMcheck Software Version 3.9.1 Exterior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:New Construction Project Title : Platinum Electric Exterior Lighting Zone: 2(Residential mixed use area) Construction Site: Owner/Agent: Designer/Contractor: Lower Road Bill Kelly Jeffrey Butler Southold,NY Morton Buildings Jeffrey T.Butler, P.E., P.C. Permit Date:11-2012 206 Lincoln Street Riverhead, NY 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) Entry canopy 1 ft2 0.25 Yes 0 8 Total Tradable Watts*= 0 8 Total Allowed Watts= 0 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/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 'Entry canopy(1 ft2) Tradable Wattage __ Compact Fluorescent 1:Twin Tube 8/9W/Magnetic 1 1 8 8 Total Tradable Proposed Watts= 8 Section 4: Requirements Checklist Lighting Wattage: 0 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 using supplemental allowance watts. Controls,Switching, and Wiring: Lj 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. Lj 3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time switch. Lj 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: Platinum Electric Report date: 11/27/12 Data filename: Platinum.cck Page 5 of 6 ❑ 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 3.9.1 and to comply with the mandatory requirements in the Requirements Checklist. &rZ ),& - �LR7-1P Name-Title Si u e Date SEW Y pRk O� ®UTLto CO W C'3 z * w Oil sFO PROF�S� Project Title: Platinum Electric Report date: 11/27/12 Data filename: Platinum.cck Page 6 of 6 NOTES: i `i HO 1-3-8 HO 1-3-8 SL 7-11-1 5-9-0 5-8-15 5-9-0 5-9-0 5-8-15 5-9-0 7-11-1 EP I 7-6-1 12-11-7 18-4-15 23-10-8 29-4-1 34-9-9 40-2-15 47-9-0 TC 7-6-1 I 5-5-6 1 5-5-8 1 5-5-9 I 5-5-9 1 5-5-8 1 5-5-6 I 7-6-1 SL 13-8-0 11-6-0 11-6-0 13-B-0 EP 12-11-7 23-10-8 34-9-9 47-9-0 1 TC 12-11-7 1 10-11-1 1 10-11-1 I 12-11-7 #1Ox16.25 E SL 25-2-0 #20G-MN20-7.5x10 #20G-MN20-7.5xlO 3.953 F- D F 3.953 CROWN C,G 0-0-8 T2 T3 #11.25xl2.5 aN F #11.25x12.5 c G 9-3-0 #20G-MN20-2.5x5 W6 R B .� �;z� #20G-MN20-2.Sx5 1-BP W4 W7 W8 1-81, 4.042�—T1 —�4.042 W2 WS W9 W10 T4 &11.25xl2.5 W3 W11 W12 &11.25x12.5 A I 0.09424 Yhy'��t Sa:L`• l:.`+ ({ 1 %7 4'�.r. `�i'v �.F 3 a4i v 2 N k WG2 Ilk"•. ", &6.25x17.5 Bl R P O N B2 M K J B3 #20G-MN20-5x6.25 18G-MT8H-10x16 #8.75x10 #8.75x10 #20G-MN20-8.75x8.75 #20G-MN20-5x6.25 &6.25x17.5 &7.5xl6.25 Q L &7.5xl6.25 #20G-MN20-8.75x8.75 18G-MTBH-10x16 BC 15-11-0 1 -11-0 15-11-0 EP 15-11-0 31-10-0 47-9-0 15-11-0 15-11-0 BC 8-2-13 - -10 1aoo, 4-4-11 1 3-6-13 1 3- - 3 1 4-4-11 mm -0- 0 8- -13 B-2-13 14-3-7 coo 20-3-11 23-10-8 27-5-5 31-10-0 coo 39-6-3 47-9-0 B-2-13 6-0-10 rr+r. ruar 6-0-10 8-2-13 CHO coo �40N 1 , 47-9-0 O a • RO • ��� EXCEPT AS SHOWN ALL PLATES ARE MN1818, # = PLATE SELECTED IN PLATE MONITOR �. a- m= so ��• Noyy�•o�E . . * 0V; IBM Scale:0.190"=1' Robbins Engineering, Inc./Online Plus' Job Mark Quan Type Span P1-H1 Left OH Right OH SM&Draivitzg F3090 48 .SC MN PLATE 0224802 1 z2N 470900 4.042 0 0 � Robbins Engineering,Inc./Online Plus*"®1996-2007 Version 20.0.025 Single Drawin 1 g g per Page 9/42007 8:36:41 AM Page 1 sob Mark Qua. Type Span P1-Hl Left OH Right OH Engineering F3090 48 SC MN PLATE 0224802 1 z2N 470900 4.042 0 0 � 80 1-3-8 HO 1-3-8 TC1 12-11-7 1 10-11-1 1 10-11-1 1 12-11-7 #1Ox16.25 #20G-MN20-7.5x10 E #20G-MN20-7.5x10 ` T 3.953�D F-13.953 T2 T3 #11.25x12.5 #11.25x12.5 > #20G-MN20-2.5x5 C G #20G-MN20-2.5x5 9-3-0 B W6 8 WS 1-8L 4.042(-TI W4 W7 W10 T4•-�4.OA2 611.25x12.5 W5 W9 W12 611.25x12.5 A W3 W11 = 1 !.. 'i WG2 W 67.Sx16.25 Bl R P O N B2. M J B3 V.Sx16.25�1 II #20G-MN20-5x6.25 18G-MT88-10x16#8.75x10 #8.75x10 #20G-MN20-5x6.25 - II 66.25x17.5 Q #20G-MN20-8.75x8.75 66.25x17.5 #20G-MN20-8.75x8.75 L 18G-MT8H-10x16 BC - - - - - rQ 47-9-0 00 EXCEPT AS SHOWN ALL PLATES ARE MN1818, # = PLATE SELECTED IN PLATE MONITOR Scale:0.142"=1' Robbins Engineering, Inc./Online Plus- APPROX. TRUSS WEIGHT: 642.9 LBS A -B 0.82 18164 C 0.44 0.38 Jt Type Plt Size X Y JSI B -C 0.98 17655 C 0.43 0.55 A MN18 11 .3xl2.5 0.90 online Plus -- version 19.0.032 C -D 0.61 17022 C 0.40 0.21 A MN18 7.5x16.5 0.95 D -E 0.51 14330 C 0.28 0.23 A MN18 6.3X17.5 1.00 3090SC-0224802 E -F 0.51 14330 C 0.28 0.23 B# MN20 2.5x 5.0 Ctr Ctr 0.61 CSI -Size- ----Lumber---- F -G 0.61 17012 C 0.40 0.21 C# MNl8 11.2xl2.5-1.0 2.4 0.96 TC 0.98 2x10 SP-2401 G -H 0.98 17654 C 0.43 0.55 D# MN20 7.5x10.0-0.5-0.9 0.97 BC 0.90 2x10 SP-2401 H -I 0.82 18163 C 0.44 0.38 E# MN18 10.0x16.2 Ctr Ctr 1.00 WB 0.52 2x 4 SP-#1 --------Bottom Chords--------- F# MN20 7.5x10.0 0.5-0.9 0.96 EX D -0 2x 6 SP-#1 A -R 0.90 17034 T 0.55 0.35 G# MN18 11.2xl2.5 1.0 2.4 0.96 EX 0 -E 2x 6 SP-#1 R -Q 0.89 16730 T 0.54 0.35 H# MN20 2.5x 5.0 Ctr Ctr 0.61 EX E -M 2x 6 SP-#1 Q -P 0.54 14640 T 0.47 0.07 I MN18 11 .3x12.5 0.90 EX M -F 2x 6 SP-#1 P -0 0.54 14640 T 0.47 0.07 I MN18 7.5x16.5 0.95 WG --- 2x10 sP-#1 0 -M 0.40 12069 T 0.39 0.01 I MN18 6.3x17.5 1.00 M -L 0.54 14640 T 0.47 0.07 R# MN20 5.0x 6.2-0.1-0.1 0.49 Brace truss as follows: L -K 0.54 14640 T 0.47 0.07 Q# MN20 8.8x 8.8 0.6 0.6 0.99 O.C. From To K -J 0.89 16721 T 0.54 0.35 P MTSH 10.0x16.0 Ctr 0.4 0.77 TC 2- 0- 0 0- 0- 0 47- 9- 0 J -I 0.90 17034 T 0.55 0.35 0# MN18 8.8x10.0-0.8 0.6 0.94 BC 7- 6- 0 0- 0- 0 47- 9- 0 -------------Webs------------- M# MN18 8.8x10.0 O.B 0.6 0.94 WB (1)-2x4 T-Brace on D -O B -R 0.08 749 C L MTBH 10.0x16.0 Ctr 0.4 0.77 WB (1)-2x4 T-Brace on M -F R -C 0.02 146 T K# MN20 8.8x 8.8-0.6 0.6 0.99 Attach to 1-1/21, edge w/lOd C -Q 0.52 2077 C J# MN20 5.Ox 6.2 Ctr Ctr 0.51 nails at 6" o.c. T-Brace Q -D 0.44 2850 T must cover 90% of web length D -0 0.46 3615 C T-Br # = Plate Monitor used and have an mos >= 1.40E6. 0 -E 0.46 3947 T E -M 0.46 3947 T REFER TO ROBBINS ENG. GENERAL Loading Live Dead (psf) M -F 0.46 3616 C T-Br NOTES AND SYMBOLS SHEET FOR TC 34.0 4.0 F -K 0.44 2839 T ADDITIONAL SPECIFICATIONS. BC 0.0 2.0 K -G 0.51 2066 C a Total 34.0 6.0 40.0 G -J 0.02 155 T NOTES: Spacing 108.01, J -H 0.08 757 C Trusses Manufactured by: Lumber Duration Factor 1.15 Morton Buil IV Plate Duration Factor 1.15 TL Defl -0.97" in 0 -M L/576 Analysis Con frAe TC Fb=1.00 Fc=1.00 Ft=1.00 LL Defl -0.8311 in 0 -M L/679 ANSI/TPI 42• 0 BC Fb=1.00 Fc=1.00 Ft=1.00 Ez Disp LL DL TL Prevent t ' oES • G Jt A 0.27" 0.05" 0.3211 bearing= Oct Jt React Upl£t Size Req'd Shear // Grain in A -B 0.62 •0 0• _ Lbs Lbs In-Sx In-Sx mr .a =• A 8595 0 5- 8 7- 2 ** Plates for each ply each face. NOTE: USE OD.tF ES• I 8595 0 5- 8 7- 2 ** PLATING CONFORMS TO TPI. This de ma ayslat REPORTS: ICC-ES ER-2929 se d h• p Membr CSI P Lbs Axl-CSI-Bnd Plate - MN20 20 Ga, Gross Area monito . ----------Top Chords---------- Plate - MN18 18 Ga. Gross Area Max com . fo Plate - 24TBH 18 Ga, Gross Area Robbins Enginsoang,Inc./Online Plus-0 1996-2007 Vorsion 20.0.025 L........ -., Quali COntro Ctor 1 0 • Page 1 of 13 FOR: Platinum East Properties, LLC JOB#: B128011763 Southold, NY BUILDING USE: S-1 BUILDING DESCRIPTION: WIDTH..................................... BW:= 48•ft LENGTH................................... BL:= 60•ft SIDE OVERHANG WIDTH......... SOW := 1•ft END OVERHANG WIDTH.......... EOW:= 1•ft GRADE TO HEEL HEIGHT........ HH := 16•ft ROOF SLOPE.......................... RS := 4 /12 BAY SPACING......................... BS := 7.5•ft DESIGN LOADS: WIND SPEED............................. Vjs := 120 mph EXPOSURE CATEGORY............ EC:= 'B" ENCLOSURE CLASSIFICATION... EnC:= "ENCLOSED" WIND IMPORTANCE FACTOR..... Iµ,:= 1.0 GROUND SNOW LOAD............. pg 20•psf SNOW EXPOSURE FACTOR.... SEF:= "PARTIALLY" SNOW IMPORTANCE FACTOR.. I,:= 1.0 THERMAL FACTOR.................. C,:= 1.2 ROOF SURFACE..................... Surface := "SLIPPERY" SLOPED ROOF SNOW LOAD Ps:= 0.7•Ce Is'Pg-Ct-Cs Ps= 15.8•psf MINIMUM ROOF LIVE LOAD Lr:= 20psf(R,)(R2) Lr= 16.8•psf DESIGN LIVE LOAD................... Lk.,'= 17psf DEAD LOAD............................... DL:= 4•psf CEILING LOAD........................... CL.:= 0•psf eoli'lla ' OF NEW; � Y O REFERENCED STANDARDS: ASCE 7-05 �yP�' • • �� `�G�, ���� IBC 2009 s a o. = NYBC 2010 � • NDS 2005 �9 ,l n all � I_ Oct _ l I Page 2 of 13 WIND CALCULATION: W2 W3 W EH= 17.5 ft W4 � BH= 16 ft BW=48 ft I r WIND DESIGN COEFFICIENTS: WIND DIRECTIONALITY FACTOR.................................................. Ka := 0.85 3-SECOND GUST SPEED POWER LAW EXPONENT..................... a.=7 NOMINAL HEIGHT OF THE ATMOSPHERIC BOUNDARY LAYER.... zo= 1200ft MEAN ROOF HEIGHT................................................................... H=21.527•ft HEIGHT ABOVE GROUND LEVEL (ASCE minimum)....................... z=30 ft VELOCITY PRESSURE EXPOSURE COEFFICIENT........................ K,=0.7 VELOCITY PRESSURE... q:= 0.00256•KZ-Kd•V3s .I„.psf q =21.953•psf EDGE STRIP WIDTH....... ESW=4.8 ft END ZONE WIDTH.......... EZW=9.6ft INTERNAL PRESSURE COEFFICIENTS: GCpi.IN =—0.18 GCpi.OUT=0.18 EXTERNAL PRESSURE COEFFICIENTS-CASE A-TRANSVERSE LOADING: END ZONES INTERIOR ZONES GCpf.A.IE=0.78 GCpf.A.1 =0.516 GCpf.A.2E=—1.07 GCpfA.2 =—0.69 GCpf.A.3E=—0.673 GCpf.A.3 =—0.469 GCpf.A.4E=—0.618 GCpf.A.4 =—0.415 Page 3 of 13 MWFRS DESIGN PRESSURES -CASE A -TRANSVERSE LOADING: END ZONES PA.IE.I q'(GCpf.A.IE- GCpi.IN) PAJE.1 =21.078•psf PA.2E.I q'(GCpf.A.2E-GCpi.IN) PA.2E.1 =—19.538•psf PA.3E.1 q'(GCpf.A.3E- GCpi.IN) PA.3EA =—10.829•psf PAAE.1 := q•(GCpf.A.4E- GCpi.IN) PAAE.I =—9.617•psf PA.lE.2 q'(GCpf.A.IE- GCpi.OUT) PME.2 = 13.175•psf PA.2E.2 q'(GCpf.A.2E- GCpi.OUT) PA.2E.2 =—27.441•psf PA.3E.2 q'(GCpf.A.3E-GCpi.OUT) PA.3E.2 =—18.732•psf PAAE.2 q'(GCpf.A.4E- GCpi.OUT) PAAE.2 =—17.52•psf INTERIOR ZONES PA.1.1 := q'(GCpf.A.I -GCpi.IN) PA.1.1 = 15.289•psf PA.2.1 = q'(GCpf.A.2 -GCpi.fN) PA.2.1 =—11.196•psf PA.3.1 q'(GCpf.A.3 -GCpi.IN) PA.3.1 =—6.334•psf PA.4.1 := q'(GCp£A.4 -GCpi.IN) PA.4.1 =—5.167•psf PA.1.2 := q'(GCpf.A.1 -GCpi.OUT) PA.1.2 =7.386•psf PA.2.2 q'(GCpf.A.2 -GCpi.OUT) PA.2.2 =—19.099•psf PA.3.2 q'(GCpf.A.3 -GCpi.OUT) PA.3.2 =—14.237•psf PA.4.2 q'(GCpf.A.4 -GCpi.OUT) pA.4.2 =—13.07•psf Page 4 of 13 MAIN WINDFORCE-RESISTING SYSTEM: END ZONE HORIZONTAL LOADS PA.EWa11 =30.696•psf PA.Eroof=0•Psf INTERIOR ZONE HORIZONTAL LOADS PA.wa11=20.456•psf PA.roof=0•psf DIAPHRAGM PROPERTIES: ROOF Safety Factor:= 2.5 Duration Factor:= 1.33 Roof Material: 0.019 Hi-Rib Steel iltim to he = 177•plf Roof Allowable Ultimate Shear:_ —Shear Duration Factor Safety Factor ). Roof Allowable—Shear=94.16•plf WALL t c r:= 2.5 ra i �cto := 1.33 Wall Material: 0.019 Hi-Fib Steel Teti] 'm to he := 177 plf Wall Allowable Ultimate Shear Shear:_ — Duration Factor Safety_Factor Wall—Allowable—Shear=94.164•plf SHEARWALL(Table 2306.4.1) Wall Material: One Layer of 7/16" OSB with nails at 3"o.c. ShearWall Allowable_Shear:= 1.4.200plf• 92 ShearWall_Allowable_Shear=257.6•plf Page 5 of 13 END ZONE LOADING TO ROOF DIAPHRAGM: WE.wall .375•EH•PA.Ewall WE.wall =201.747•plf RS BW11 WE.roof ( 12 2 J'PA.Eroof WE.roor=0•plf EL:= WE.wall + WE.roof EL=201.747•plf INTERIOR ZONE LOADING TO ROOF DIAPHRAGM: Wl.wall .375•EH•pA.wall WI wall = 134.448•plf RS BW W1.roof 'PA.roof )(12 2 Wl.roof=0•plf IL:= ukwall + W1.roof IL= 134.448•plf WIND LOADING DIAGRAM 22 EZW 20 w 18 c� 16 14 12 0 20 40 Building Length SHEAR DIAGRAM 4627. 2895.6 w 1163. p —568. 20 40 —2301. —4033. Building Length Page 6 of 13 SHEAR TO ENDWALL SHEAR—TO—END-1 =4627.82 lbf ROOF: RW:= BW+ 2•SOW RW=50ft Allowable Diaphragm_Shear Roof := Roof Allowable—Shear•RW Allowable—Diaphragm_Shear—Roof=4708.2 lbf NORTH-WEST WALL: SHEAR TO END 1 =4628•lbf Available Siding= 29ft Wall—Allowable—Shear=94.164ft•psf AllowableShear NW Wall:= (Available_Siding)(Wall_Allowable_Shear) =2730.756•lb (SHEAR TO END 1 —AllowableShear NW Wall) Length NWShearWall1ey:_ — — — — — =7.364ft ShearWall Allowable_Shear Length_NWShearWalla,t:= 7.625ft NORTH-EAST WALL: SHEAR TO END 1 =4628•lbf A ilab Sidi := 36ft Wall—Allowable—Shear=94.164 ft•psf AllowableShear NE Wall := (Available—Siding)(Wall—Allowable Shear) =3389.904•lb (SHEAR TO END_1 —AllowableShear NE Wall) Length_NEShearWallCeq:_ — — — — =4.806ft ShearWall Allowable_Shear Length_NEShearWalla,t= 7.625ft Page 7 of 13 SIDE WALL COLUMN DESIGN CRITERIA- END ZONE: Column analysis with Roof Diaphragm; therefore, columns are considered as propped cantilevers. Check #1-3/4 wind, 3/4 LL, Full DL(aD base Axial—Reduced_Live:_ (.75LL+ DL+ CL)•BS•I BW + SOWJ =3140.625•lb r ` 21 Axial_Wind Reduced:_ .75pA.2E.l•BS•I BW + SOWJ =—2747.505•lb P 2 PN:= Axial—Reduced—Live+Axial—Wind—Reduced=393.12•lb 0 w—reduced:= .75pA.IE_1•BS = 118.566•plf 0 w reduced•EHZ Ma:= — 8 =4552.707•lb•ft 3 (EH—X)2 Mb:_ — w—reduced•EH•(EH—)q wreduced• — — _—2737.906-lb-ft 1.5 ft MB 1.5•ft Column—Size="4-2x6 Laminated Column" Id=34.91 M X= 1.5•ft A A=33•in2 Fb= 1900•psi S=30.25•in3 FC= 1750•psi in INTERACTION PN 2 VALUE:_ + IMaI.12•(ft) A•F1C*1.6 fe S•Fb•1.6 1 — FcE INTERACTION VALUE=0.613 Check #2 -3/4 wind, 3/4 LL, Full DL(5 splice A,=33•in2 Fc.S= 1750•psi Ss=22.69•in3 Fb.s= 1900•psi PN 2 IMbI.12•(ft/ in TO V = + (AS-Flc 1.6 f� Ss•Fb.s'1.6. 1 — FCE INTERACTION VALUE=0.492 Page 8 of 13 TRUSS TO COLUMN CONNECTION: ROOF LOAD Truss is saddled between outside members of column and bearing on center member with (2) 1/2" Diameter through Machine Bolts and (10)20d R.S. Nails Connector Load =3569.6•lbf r 1 N�Cial:_ (LL+ DL+ CL) BS I B� + SOW) =3937.5 Ib Center—Member—Is="2x6" Areacentennember= 8.25•sgin (Total Axial—Connector Load) Bearing_Stress :_ — — Bearing_Stress=44.594•psi Areacentennember Allowable:= 805psi SIDE WALL FOOTING: LLfooting 16psf ( 1 Total_Axial_Footing:= (LLfooting+ DL+ CL)(BS)I BW + SOWJ =3750•Ib ` 2 Allowable Soil Bearing_Pressure:= 2000•psf Footing_Diameter:= 24•in Footing_Thickness= 10•in Total—Axial Arearegd:= Arearegd= 1.969 ft2 Allowable Soil Bearing_Pressure Footing_Diameter2-W 2 Areaact:= 4 Areaact=3.142 ft PURLINS: Purlin Size= "2 x 4(No.2 SPF)" Spacing:= 23•in Fh= 875•psi Roof sheeting load.......... SL:= 0.9•psf Sact=3.063•in3 Purlin dead load............. PL= 1.1•psf Span_Factor=0.107 Minimum Roof Live Load LLinin 20psf ( Cr:= 1.15 Purlins) Cd:= 1.15 CF= 1.5 Total_Loadstrength (LLmin+ SL+ PL) Total_Loadstrength=22•psf (Span_Factor•Total_Loadstrength'Spacing.BS2) S1eq Fb•Cr'Cd•CF SCeq= 1.756•in3 Sact=3.063•in3 Page 9 of 13 NAILERS END ZONE: I i•t I LEI. €"I _. SP =7.229 ft 01 2 x 6 nailers, 2100 MSR SPF Fb:= 2100•psi C'j = 1.6 Cf.,= 1.15 Cr= 1 CF= 1 NAILER SPACING....................... NS:= 34•in NAILER TRIBUTARY AREA.......... NTA=22.667•sgft NAILER WIND LOAD................... NWL:_ —pcc5.2=34.685•psf NWL• NS (SP)2 12 \ftl Mmax 8 Mmax= 641.989•ftlb Mmax'12.(in)) 3 Sregd Sregd= 1.994•cuin Sact=2.063•tn Fb'Cd'Cr'Cfu'CF Page 10 of 13 ASAE STANDARD FOR EMBEDMENT Load Combination P� D + W M Leeward Column with collar- non-constrained at grade. �a V ground surface From ASABE EP486.1 w:= 24in &:= 7.11in t,:= 9in 150pcf•2.1.33 =399•pcf soil forces ^^' d do d, Va= 1439.391•lb Ma=5045.556•ftlb rotation Initial Guesses axis A:= 48in a fc dj := 36in do := 38in (w= footing diameter) footing (b = column diagonal dimension) (S = Table 1 or IBC 1806.2 Given w/ modification per 4.2.2.1) a S•b 2d3 —3d 2 —3 d S•(w—b) 2(d3—d13) \ 2—d,2) V =2 a + 2 d 0 0 -S•b d4 3 S•(w—b) d4—3•d•d13+ 3d14 3 2 3 Va d + Ma= 4 d —2d 4 d —2d — 6•d•dl + 4d1 0 0 Oft<d <- 12ft do<—d dl =d—t, LAMd Find(d,dl,do) dl =2.13 ft do= 1.806ft Minimum Post Embedment...... d =2.879ft dact 4ft+ 10in=4.833 ft Page 11 of 13 OHD HEADER(C/S6): Header= "(3)2 x 12" Fb= 1250•psi := 1.15 39381b 39381b 3.5ft 7.5ft 1 ft 12ft 3117.61 b 4758.41 b 39381 b 39381b 1 ft 7.5ft 3.5ft 4758.41 b 12ft 3117.61 b P:= (LL+ CL+ DL)(13S)I BW + SOWJ =3937.5•lb Mom:: 10911.6lb•ft Rmax 4758.41b Mmax =91.088•in3 Cd-Fb Sact=94.92•in3 Number of Nails Required 20d IRS Nail = 201 lb/nail Stub Column:= 39381b Total NailsLeq = 18 Total Nailsact 24 Jamb—Column:= Rmax=4758.4•lb Total Nails1eq =21 := 24 Page 12 of 13 SEISMIC DESIGN: Seismic Use_Group:= "II" Site Class:= "D" Spectral response acceleration @ short periods (SS): := 0.200 Spectral response acceleration @ 1-second periods (Si): S, := 0.056 Site coefficient (fa): Fa= 1.6 Site coefficient (Q: F,=2.4 Sins:= Fa*Ss Sins=0.32 Sin, := Fv'SI Sin, =0.134 2 SDS 31'Sins SDS=0.213 2 SDI 3 'Sin1 SDI =0.09 Seismic Design_Category Ss= "B" Seismic Design_Category S, ="B" Note: Most severe category governs; therefore Seismic Design_Category= "B" Building Weight: W=33000•lb Response modification factor(R): &:= 7 SIMPLIFIED ANALYSIS PROCEDURE (SAP) FOR SEISMIC DESIGN OF BUILDINGS (SDS'W) R V= 1005.714•lb APPROVED AS NOTED i� 3 (w �c DATE B.P.# PLUMBING FEE 7� V' °`� BY ALL PLUMBING WASTE �. c.� NOTIFY BUILDING DE.—PAR NT AT &WATER LINES NEED /�'� . 765-1802 8 AM TO 4 PM FOR THE TESTING BEFORE COVERING FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED o.�G FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL 8 CAULKING 3. INSULATION ` 4. FINAL-CONSTRUCTION&ELECTRICAL OPENING MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION.SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY COMPLY WITH ALL CODES OF' SOLDER?1SED IN WATER � NEW YORK STATE & TOWN CODES SUPPLY SYSTEM CANNOT AS REQUIRED AND CONDITIONS OF EXCEED 2110 OF 1% LEAD. SOUTNOLDTOWNZBA SOUTL'M TOWN PLANNING BOARD SOUTHOLflTOWNTRLMES OCCUPANCY OR N.Y.&MC USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ELECTRICAL INSPF+--rWON REQUIRED RETAIN STORK!WATER RUNOFF PURSUANT TO CHAPTER 236 ALL CONSTRUCTM 9ft OF THE TOWN CODE. SET THE REMIROGNM FT* CODES OF NEW YORK STATE. 00 NOT PROCEED WITH FRAMING UNTIL"VEY OF FOUNDATION LOCATION HAS BEEN APPROVED. A C EKE R LY LANE SURVEY OF PROPERTY SITUATE ad 05 SOUTHOLD TOWN OF SOUTHOLD �o°? ° a ti� Is" SUFFOLK COUNTY, NEW YORK � 9. S.C. TAX No. 1000- 69 -06-03 j•�fO`O ° 'zo>> �0 9—� S.C. TAX No. 1000 a - 69 -06-04 SCALE 1 "=20' �00 FSo�c DECEMBER 2, 2011 ° JANUARY 6, 2012 ADDED SITE PLAN �� TOTAL AREA = 39,432 sq. ft. �P 0.905 ac. CC- Fc CERTIFIED TO: Keith VonEiff Mary VonEiff J�9 D �j0 ,�� O,� Qy Platinum East Properties, LLC ' �`` GAP ' Fidelity National Title Insurance Company 0 a �O 00 d d \ VO ° n dST��F d •^o` OQO "J ° ols!Q 44 d d y °. a O/`• �. d. d ° C 1^ Q BgSrcy, J d. d a d d 8 d '. d.e ::'>::':: : :: A .. ............ .. A- o.....:'.'.:..:: d , S�:. ::...... O d r..'::':ir:':::':':'r:'rr: S .4 ::':':.'.c.'.:'r: e O 'So�:r:r.'i:':....... ..i' ::c:::('r:'.cr L O Q :d C O S4 P C' - ti V •c 7 6 T a' ww-- , a,d 9 V b N o -� O .de o Q o /oo ,O so /O. \0 / O d d e �O� 69 oO e Oo �GtPA o a 9 0 os\o '4j°� d d'. /Jt`S�O QpJ O A \ Q PREPARED IN ACCORDANCE WITH THE MINIMUM BY THE .L.S.OR TITLE SURVEYS A ESTABLISHED L..S. AND APPROVEDANDADOPTED FOR TLSUCH NY THE _E NEW YORK STATE LAND TIE ASSOC IATIO J 17 2019" , �.� o,�,I, -6 SO BID(, DEPT. 3 " �✓ ° T^!SIP;OF SOUTNPRD q � 57 d d ° ° yUh Inc� N.Y.S. Lic. No. 50467 ° d J UNAUTHORIZED ALTERATION ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF �0 3'A• SECTION 7209 OF THE NEW YORK STATE •)�, EO a' d a' EDUCATION LAW. Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR RING EMBOSSED SEAL SHALL NOT BE CONSIDERED ° TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. d ,1 IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout (_O LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 tG� o TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. GgP�\a OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS CS '��• 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 31-21'7A AC KE R L 1 LANE SUrFOLK COUNTY CEP, �RTt✓=NT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS Gate nn 1 nt� H.S.Ref.tqa o. ]T�' SURVEY OF PROPERTY -b I The Scwage diSpcs�l rind water s h� at this Socaticn havt k..,en inspe tech�raididreS SI T UA TE certified ny this DE-P3 urncnt or other Gger;cies S O U T H O LD - End found t--j be satisfactory. dWalter J.Hilbert TOWN OF SOUTHOLD . e ryy s Office of wastewater Management S U F F O L K COUNTY, NEW Y O R K ' �9' - � S.C. TAX No. 1000-69 -06-03 � = � S.C. 0 S.C. TAX No. 1000- 69-06-04 d SCALE 1 =20 f�� Id - . � fo DECEMBER 2, 2011 o JANUARY 6, 2012 ADDED SITE PLAN �0o DECEMBER 4, 2012 ADDED PROPOSED BUILDING ° SEPTEMBER 25, 2013 FINAL SURVEY ° • ♦ J• c3'��� S �� TOTAL AREA = 39,432 s ft. O ' G � �gotiG� OO st6,s y���`o� 0.905 ac. • • = ?'::'. �F `L O' �? tJ1O�, s CERTIFIED TO: �9 Keith VonEiff d'�, �' r Mary VonEiff o`` ts�°��,,�fi ♦: ' ';::` Platinum East Properties, LLC ��`' ,� v • om \; ��� Fidelity National Title Insurance Company d ' ♦ •. . 'v a.- , v ,�. .v �. 13 lop �J v �DG OF WOODSColt— e e _d a ♦ v .e ♦ Q9 ♦. • i o A \.� \/ (�Y�Q� O pO d FR 1, e • �• - : ..v .��is I : �A �A �pJ�G• �U- e � \ CK.r���D 41 • O • GJQ0 .♦. •• - •s y ..a '`' ♦ >.• m 's, 0•. - ♦ Ge OCT 7 • h 0� g : . : . : - J�' . SUFF.CO.H• ` EALTH SERVICa a•. G�' ♦: ;�,�,� .. ° :,.-,:• . ; .• ♦ •..•♦:: ♦ .. ' ,;��•_ •., • ; -.;. . v ' ,h °��• •6 �• OFFICE OF WASTEWATER SERVICE. lb N..�J •v. 410 LO � d .' �• .'. '. a �- •••�'•.' ► v •♦ v. . '�►. v. - ♦�• � e' e'•'- • - � � �O -.y�. _ V \ COGS a v:. '♦v :. •i ••' v ,> .. .•.v •. v ,;v. •v s •v. ,.� .v • •'< 1L \ \ d s - O d• e \ v d. .v d 00 ,•`.•• G o e •. A d Ir GAF e O d \ 3 QO ►\V 4- • .e `£Y .�` PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TILE SURVEYS AS ESTABLISHED O� yg • O '11V / , BY THE LIALS. AND.APPROVED AND ADOPTED \� �Q FOR SUCH USE BY THE.NEW YORK STATE LAND a�0 / \ G��?� `ry�G �p�O�` !,� • . . •: tr.e. d. TITLE ASSOCIATION.''..,;.-`:: SEPTIC SYSTEM TIE MEASUREMENTS �r� \ S •' • e e BUILDING BUILDING fC>a \ yo •;' CORNER ❑A CORNER© �� \ '• at / SEPTIC TANK INLET COVER 29 28 A. s,l" SEPTIC TANK 31• 28• \ e a N.Y.S. Lic. No. 50467 OUTLET COVER \ "y .! LEACHING POOL 27 46 1 • UNAUTHORIZED ALTERATION OR ADDITION COVER 1 G G• • e' TO THIS SURVEY IS A VIOLATION OF LEACHING POOL s� °N' Nathan Taft Corwin III d e SECTION 7209 OF THE NEW YORK STATE COVER 2 46 38 �, FM N e EDUCATION LAW. LEACHING POOL � nnn�� COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor COVER 3 50 20 ! vv THE LAND SURVEYOR'S INKED SEAL OR • , a R� EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. COO - CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE • , G •� TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout JO ON LISTED HEREON, AND TO DING THEASSIGNEES OF THE LENDING INSTII- Ar , PHONE (631)727-2090 Fax (631)727-1727 N110N. CERTIFICATIONS ARE NOT TRANSFERABLE.THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 31— 1 NOTE5: ry O FINE GRADE I. ALL CONCRETE CURBING, SIDEWALKS, AND DRAINAGE 5TRUGTURE5 SHALL CONFORM TO ```" Ro �� S°"`N°° m PLANNING BOARD STANDARD DETAILS AND SPECIFICATIONS. .• • BINDER COURSE 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 4b HOURS IN ADVANCE OF ALL ' ;, ry Q o ij ;r '.:�7%.7/- ,`r,:`?7'�7j' R 1��'T�r+. \. �. . \.. . . ACKERLY LANE GON5TRUGTION. COMPACTED BASE COURSE-ti/4 STONE BLEND OR CRU5IIED GO. \.;�\ ,\�;\,,\�,,��.• �,,,��\�;� <�,;�,�\ • 3. PRIOR TO EXCAVATION, THE TOWN ENGINEERS OFFICE MUST BE CONTACTED AT LEAST 48 8r -IL BASE\/\\\/�\\/�\\��\\�\\�\j\\j\��\j�j /��'y `�j\�,�/ /\/\� J=� / y HOURS IN ADVANCE TO SCHEDULE A FIELD IN5PEGTION OF THE EXCAVATED AREA. 5a' �r/ H• �P°�°�'', ''`. �+ " j µry� /\ x, \\\/�\/� , \,\\\\/\\// ,✓� \ � /\�/\\/\\/\ y� NOTE: THE TEST HOLE INDICATES A THIN LAYER OF CLAY EXTENDING APPROXIMATELY 5 �`r 9� Yt z z ./\� `� BELOW GRADE. ALL STORM DRAIN LEACHING STRUCTURES MUST EXTEND AT LEAST b BELOW R 4, r �.Gv' �O JOCKEY CREEK DR 'f" ""� ' � - - PROP05EO SAWGUT 0 EX15T. E.O.P.WILL p� GRADE AND THROUGH THE CLAY LAYER. do <" >>' :`: �°u z N PROVIDE A UNIFORM INTERGONNECTION 3. LOCATION AND GRADES FOR GUR55 AND WALKS TO BE VERIFIED WITH THE TOWN OF SOUTHOLD 6RAVE.L R�OAf7WAY PAVEMENT SECTION (MINIMUM THIGIGNESS) PAVEMENT 5ECTION (MINIMUM THICKNE55) 517E COMPACTED WEARING W/NEW CURB GUT THAT WILL NOT x HIGHWAY DEPARTMENT, 5.G•D•P.W. OR N•Y,5.0.0,T, PRIOR TO CONSTRUCTION• c s " 'j ASPHALT CONCRETE 2 1/211 INTERFERE WITH EXISTIN6 STORM WATER 4. ALL TRAFFIC CONTROL DEVICES, i.e. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE LOCATION CUSTE GOUR5L° - 3'4 ®LVESTONE BINDER COURSE: ` a FINE 6RADE FLOW ALONG THE GUTTER LINE. FNP GONG. INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK 5TATE MANUAL OF UNIFORM $ 14 °-1 m° COMPACTED BASE COURSE(E)CISTING BANK RUN OR COMPACTED BASE 4 N MON.. F TRAFFIC, CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC b 1j : r,r;-'',: :r:,.. COURSE _ To MATERIAL) SAFETY Ti ADJACENT PROPERTY "'':''"< `' �' J OTHER SUITABLE MATERIA Qi �F tiv . n 3/4" STONE BLEND OR FINE GRADE 501E BASE - CRUSHED CONCRETE Q U �iti ��� 5. CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL DEVICES, LAYOUT AND / PROPOSED ASPHALT A 4 :,;• d.. ,; ::' .( . DRIVEWAY INSTALLATION WORK SHALL NOTIFY THE TOWN OF SOUTHOLD DIV15ION OF TRAFFIC SAFETY,48 HOURS IN ADVANCE OF BEGINNING SUCH WORK ALONG A TOWN ROAD. BLUESTONE TOWN H I C HNAY SPEC I F I GATI ON :�, �- � N/O/F �HOo-#VK" • }' `� J` � UA s MARIO ARMINIO $ b. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION IN ACCORDANCE WITH �° s o . o �.� LINDA ARMINIO / Sz AA5HTO REQUIREMENT5. g� :- PARK I NC FIELD SECTION ASPHALT ROADNAY 9 / NO SURFACE WATERS WITHIN 1. ANY 51TE PLAN, ROADWAY IMPROVEMENT PLAN, AND TRAFFIC, MITIGATION PLAN SHALL °v,° ` 3v����. x 8� }7, 300 FEET OF PROPERTY LINE REFERENCE THE OTHER ON EACH AND ALL PLAN5 SUBMITTED A5 PART OF THE TOTAL APPROVED 4� s ° NOT TO 50ALE NOT TO 5GALE 'Sr Po�,, p° �° ""y V1 > > 51TE PLAN APPLICATION. 7,•; y° g ry ENTERANGE BETWEEN EX. E.O.P. AND PROPERTY LI rN NE v'� - SHALL BE CONSTRUCTED W/ASPHALT, USE TOWN •. .. •4// .. ...' O PROP. DUMPSTER LOG. ADJACENT PROPERTY 7 o� 7 HIGHWAY PAVING SPECIFICATIONS, THIS DWG. " 24a.:. . UA O SEE DTL, 5HT 2 ® LOGAT I ON MAP: 0 ASPHALT CONCRETE- TYPE 6 6 O `G/ N/O/F NOT TO SCALE _ ^ _ - - T x x , PROP. METAL LANDSCAPE FND NAIL ROSE SAHM EDGING,(TYP, PERIMETER OF O IN TREE RIGHARD J. SAHM `.� l P ROPOSED SITE PLAN: ASPHALT BASE COURSE PROPOSED BELGIAN BLOCK CURB t /� ® I \ • • •� .��.��1.�.� • ;.. � •• BLUESTONE PRKG AREA) `� ` i; .� < , r�i"?;�'/<r`< i/ ';'7%�'i<� ! i/ ' <�7//77��i\ ALONG DRIVEWAY, SEE DWG No 5 •'.. O' �Q) NO 5URFAGE WATERS WITHIN - 7�, ram, STONE BLEND BASE-g5%GOMPAGTION(5TANDARGP PROCTOR) j O �;\\' \ice` %\\"�`\� �'\ / ° 300 FEET OF PROPERTY LINE `.SITUATE AT: SOUTHOLD 0 TOWN OF SOUTHOLD .;� CONTRACTOR TO ENSURE THAT EXISTING 36 m �T c HARDWOOD TREE REMAINS, AND IS NOT JEOPARDIZED HRD ND gszX r"J c ��N �� ��UFFOLK COUNTY, NEW PORK aw 21 SGTM NO.: 1000-6g-O6-03 AND 04 PAVEMENT SECTION (MINIMUM THICK:NE55) BY THE CONSTRUCTION OR DRIVEWAY LOCATION aP ti ti x , O � S ZONING DISTRICT: B GENERAL BUSINESS LIMIT OF EXISTING WOODED CURRENT USE: VACANT ASPHALT CONCRETE I I/211 �x' . r \ O ��'�t� R 1^EARIN6 COURSE ,A� �. : '�2�. `7��k AREA TO REMAIN 60 PROP05ED U5E: LIGHT INDUSTRIAL SEE DWG No.5 FOR CURB..G,METAL E061N6 �� / .� OSED �`� � �� x `5� FEMA FLOOD ZONE. N/A ASPHALT CONCRETE 2 I/211 AND MISCELLANEOUS DETAILS ,� Ex.i8°m �O ' BINDER COURSE (� w� NRDIYJ TO x �s � ' 51TE DATA: EXISTING: PROPOSED: STONE BLEND BASE a" � ING :o� to5b. }6 AREA OF 51TE: 3q,432 S.F. N.G. (O.go5 AG) NO SURFACE WATERS WITHIN V• �/ CRATE. 1 ��0 -. DRIVE NC AREA 300 FEET OF PROPERTY LINE Q O 5D . 0 . N [3UILDING AREA: o� -,RATE �' ` x PROPOSED BLDG N/A 2,560 S.F. a 0` �. ® :� . ; ° x F.AR. N/A 0.013 0.5%) PAVEMENT SECTION PROP.METAL LANDSCAPE UA p �� ' \_ '' : A� A&V NO NOT TO SCALE /.,y • • '�' ae � ,....�' • h� LONG.MON.EDGING,t I I P,PERIMETER �� x/ �517 P '�`': S � � / �. IMPERVIOU5 5URFAGE: (DOES NOT INCLUDE BLUESTONE AREA) m / GRATE' ASPHAf:T : �� 4 EXISTING AREA: D.O S.F. (0.096) OF BLUESTONE DRIVE) 11 �p�. '... .��°•!.. UA \\\� l . : 1 . ' PAVEMENT` , �� EX.24"4 PROPOSED AREA: 6,112 S.F. (15.50%) x O /� :Sd .. ✓ HRD WD 41 :. CO ;� Q •�.� ,. PARK I NC REQU I REMENT5: W cv ` TEST _ 0 . ^� . r UA 5D PROPx. 5LD GVR :� ` ;r.'', •` ` GRATE. p� . It x e�+ PROPOSED BUILDING SITS PLAN BASTED �L - GRATE BLUESTONE \ � A�•''✓,1;. i.24 / �c,'° 9Siti9,� . LIGHT INDUSTRIAL = ON ORIGINAL 9JRVEY BY: „ fY m ® . . DRIVE C �' ' .A ti 15P/500 Ft GR055 FLOOR AREA NATHAN TAFT GORWIN III O ZONING INFORMATION: ' :'; sa o, • : BM �� EX i4 .l(/ 2,8bO 50. FT. /500 FT/5P - P.O. BOX I6 d- X a x ? .:, \ HPDWD �T� 1 1 ' 9 5?b /o, \�•,-.• ` \ ` b SPACES REQ'D JAMESPORT, NY I Ig41 W T GENERAL BU51NE55 B ''/ti ° PROP05ED :( !?.vR : �'GR�AtE \ ' 8 �y`,� /y� TEE: 631 '12�-2ogo W U- LOT SIZE;50,000 S.F. MIN 13UILPING \ Do / F?ROP:' • 1. / EX.30°4 �/ [y�'� �1 X Z \ V 14 SPACES PROVIDED DATE: 12-02-201I FND sb. ' I bows LSD ' ASPHALT: 1 ® / o, \ HRD I!D O �. ?NGLUDING (2) HANDICAPPED SPACE REV: 0I-06-2012 Q EXISTING: 3q,432 S.F. (0.g05 AC) GONG. S�. �• '. F.FL.EL. = 12.g4 �Q . P \� n ' 5GALE: I"=20'-O" CQ PROPOSED: N.G. MON. x ' .. AREA = 2,880 S.F. �y AVEM . �,p \O V O DATUM: NAVD M55 T WIDTH 150' MIN ' UA ��9 • ' CWNERS: Q W LO p KEITH AND MARY VONEIFF APPLICANT. Q EXISTING: 161.1q' i 242.64' ry c ,o.ax I � � O P 05ED. s\ EX 14°m LATINUM EAST PROPERTIES, LLG MORTON BUILDIINGS d) ' , I,R.n VV 22355 COX LANE, UNIT No.4 O PROPOSED: N.G. �0� PROP. HOUSE CONN. W/GLEANOUT, �10'f MIN O ONE �� GUTGHOOUE, NY I IQ35 N N LOT DEPTH 150' MIN FOR NOTES AND INSTALLATION �LP f ARKING _ . os 1' :' / x x REQ'MTS SEE DWG N Q 631-'134-4060 InEXISTING: Ib3.12 PRO15N. I RPZ LOC q ATED IN CLOSET 6 I X\ /X /. .LP b, PROPOSED. N.G. OF F'IROP05ED BUILDING,DRAINAGE o+ST ow /o • �� OLP�.� xy1�1 \ PIPIIJS TO PENETRATE EXTERIOR WALL � 1� FRONT YARD 5ETBAGK;23'MIN OF BLDG. SEE DWG NOS FOR DETAIL5 I � J (SEE FRONT YD SETBACK GALG.,THIS DWG) AND INSTALLATION REQUIREMENTS. /T'�%iy` sf�j�1 I G. . :::. I4 \ UA +� SANITARY 5Y5TEM GALGULATIONS: LU o EXISTING: N/A -gj ,Q T Ad.LOWABLE FLOW (DENSITY): /p ,�� Y ���/ P.:. GROUNDWATER MANAGEMENT ZONE: IV PROPOSED: 3q.8 /s, �y ►� I TP,� J, O C (O x SOUTHOLD PARK DISTRICT � , /o ALLOWABLE FLOW FOR 51TE = 600 6PD/ACRE REAR YARD SETBACK: 35' MIN LP p BM .+� ENGINEER: A � 51TE AREA = D.g05 AG EXI5T NG• N/ 1 ��• � �.� \- cp (600 GPD/AGREX CIO5 AGRE5) = 543 6PD ALLOWED PROPOSED: b5h' / R e /"`.� 9 I\�0 EXP / EX 30"4 3 DESIGN CALCULATIONS: 'G` SIDE YARD SETBACK: 25' MIN O ` EXP ` HRD WD PROP. METAL LANDSCAPE Dk 5 'GEN. INDUSTRIAL' (0.04 GPI?/S.F) '' ` '�' � l ' � ALP ,/ � � ur1 ITr � � � <� NOTE: �� �� `mac 'Ib ��` / E uqq= EDGINGX.F , (TYP,PERIMETER OF PROP BUILDING; r THE T.O.SOUTHOLD PLANNING BD HAS AC TO A i5' '�,� 6fi ' of EO 1�LP/ HYD AN T. BLIIE5TONE PRK6 AREA) S.F. X 0.04 G.PD. = 1152 6PD _ 1� TRANSITIONAL BUFFER,THERE MUST BCE AT LEAST 10 �� �,p �` LP / TL PROPOSED SAN FLOW = 1152 GPD BETWEEN A BLDG AND THE BEGINING:OF A BUFFER ri ti , �r�a DATED x \ P �. PER T.O. SOUTHOLD PLN6 BD IN LETTER `�t , VA C\� \� NO 5URFAGE WATERS WITHIN �•; � 0 � �� C1`• E.'�,o� 0 01-24-12 ,o? 10 ��\ ��� 300 FEET OF PROPERTY LINE 5F:PTIG TANKS: LEACHING POOLS: • .�� 4 115.2 GPD X 2 = 230.4 GAL REQ'D 115.2 C-PIP / 15 6PD/5.F. = 16b SOFT. EXISTING: N/A NO SURFACE WATERS WITHIN x / USE I-&`(Px4' E.D. = 1,200 GAL. USE (b) 10'mxT E.D. = 300.0 SOFT PROPOSED: 10' SETBACK FROM 15' BUFFER 300 FEET OF PROPERTY LINE PROP05ED ATERSERVICE e UAL / �_ (MIN. REQ'D FOR COMMERCIAL 5Y5) (TYPICAL CLUSTERED DISPOSAL SYSTEM FOR JEFFREY T. BUTLER, P.E. 510E YARD SETBACK CUMULATIVE: 50' MIN NO WELLS WITHN 150 FT OF x NOTE: MAINTAIN A 5% GRADE WITHIN 20 OF TEST HOLE AREAS WITH HIGH GROUNDWATER CONDITIONS)) (� \ SEPTIC SYSTEM (EQUATES TO I DROP IN BY: MGDONALD GEO50IENGE J EXISTING: N/A PROPERTY LINE XI-4 y���: ELEVATION OVER 20' LATERAL DISTANCE) BOX 1000 SOUTHOLD, N.Y. IIg71 Q PROPOSED: 135.4' ¢ b31-765-3671 0 (� PROPOSED SANITARY $Y5T1=M • DATE: MARCH 0-7, 2012 I1IE UNDERSIGNED,PU aSL'eJ;T Tt�15�1T.;'� i:a_.D`rON1v 1 t^tiDE SECTItTIN LANDSCAPE AREA: 3596 MIN (13,501.2 5.F) TYPICAL CLUSTER D15PO5AL SYSTEM G T: : v TE I00-254(T),ACKNOEVI.Ei).s1;o 1 IiATTI-.1 CUhI)IT:023S Qr TI•IE SITE,PLAN OEXISTING: 3q,432 S.F. (100%) 5I PLAN FND GONG. : USE: EL.4V 6ROUND LEVEL 0' APPROVAL SET FORTH VN THE RESOLUTION OF APPROVAL DATED '� NPROP05ED: 24,611 S.F. (62.6%) ..��/// MON.0.3'N. 1,200 GAL.SEPTIC TANK (b'Ox5'H,4' ED) AND LU/21/201,�?, ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION),. O O � Q LL � (n PROP05ED (6) 10'Q>x2' ED LEACHING POOL LOT COVERAGE: 30% MAX (102q.6 5.F) - I WATER METER MIXED FINES AND SAND R AN Ii+ . Q Q h_.. .... ......._..�.�. .._.u... . �.,:. _ " \� (ALL GONERS TO GRADE) PLEASE P TNT N � " Cif .N. _-- Z � EXISTING: 0.0 S.F. (0%) ; F • _ __Y y� FOR DETAIL5 5EE DWG No5 0 Z v Q ,- z CQ W PROPOSED: 2,880 S.F. (`13AS) _- 3 •� EL.6.6' �_/ 0 Z - J > 20 I0 0 20..,:_ 40 60 3.0'BELOW GRADE __� 1J- ��'=.lu._ N O 1 �{�Q PROP05EIP POINT OF A Own E;Gl� 't i;'1 *' DATE � (L/ � ('() � Z O BLDG HEIGHT: 35 FT./2 5TY'S MAX GRAPH I G SCALE 1 = 20 -0 G®tea Ao'�� � x CONNECTION TO WATER MAIN GREYISH BROWN CLAY (GH) 1 � O EXISTING: N/A �Q EL.4.8' 5.0'BELOW GRADE APPROVED BY O � W � � � Q PROPOSED: Ib'/ i STY PALE BRN FINE TO TONVN OF SOUTHOLD PLANNING LOARD v J MED.SAND(50 W I� 1 0 Q < EL.-0.4' 10.2'BELOW GRADE /O /,�(�/o� 6 1--I � Q WATER N6 BRNNE O MED HANDICAPPED N(0 PARKI CHAIRPERSON SIGNATURE DATE � z ,� O N SAND(5 PARKING SIGN AINYTIME P) NOTE:The approved site development plan shall be valid for a period of eighteen(18) ILI EL.-l.2' I1.0 BELOW GRADE F+-i 11� I months from the date of approval as per code section 100-255. O J PROPERTY LINE - ' `* yy r GROUNDWATER ENCOUNTERED O Ate- 0 p O DEMOLITION ;/ , � ', ,Qk : r - �' ~ ''� 102' BELOW GRADE # i ADJACENT PROPERTY DISTANCE TO RESERVED �,�I a. ADJ GEN Q 0 O SANITARY 5EWER .'� FA b" � , " A,',�` 4�B, % ,;`"; DESIGNATION STRUCTURE (FRNT YD) PARKING v d-t £ J ,�rr .Y' fib. ?,r , d,•q s" y£j '� d, is ttr"" 9' 'r' s„w V/ /r/, WATER 5ERVIGE / SHEET INDEX. t Jig / r 4' '� x' a /" ', `' t-.n, : -0,--•� st r ,Ira' � - �a - EXISTING WATER MAIN 101 O I , °r 5-1 51TE PLAN Z W r S >r kr Y O CD STORM DRAIN AVG.FRONT YD SETBACKS OF ADJACENT N „•�__. 5-2 GRADING AND DRAINAGE PLAN rt r PARCELS = 23 0 O Ll 1 II FLOW ARROW , 5-3 LIGHTING AND DSG P PLANS § 5-4 EROSION CONTROL PLAN 16 �ta11_ lj ,w z f TOWN OF 50VTHOLD ZONING CODE: V 5-5 DETAILS STORM DRAIN GRATE COVER ® /O / ARTICLE XI;GENERAL BUSINESS(B) DISTRICT n P4-6 F v f '+•� k, .��,� y+,� �',µ I'r r;T ,s�- /]I-ON p,l-OII VI-OI11 nl-OII 1 ' u h 4 x" 7f ` SECTION 280 50;FRONT YARD 5ETBAGKS C/ SEPTIC TANKS tv f � PAOE : 4 , ~ si y jW r ,' A. STRUCTURES SHALL BE SET BACK AT LEAST 100 FEET �N.Y.S.�.O.T.� SCOPE OF WORK. LEACHING POOL /O 1 F p } f" '4� �i' , k'" ' F' °h FROM THE RIGHT OF WAY. (SEE SITE PLAN FOR LOCATION) " TYPICAL PARKINQ DETAIL 4 ,w B. THERE SHALL BE AN EXCEPTION TO SUBSECTION 'A' IF r, h Z 's', NOT TO 5GALE HAND I GAPPED I. BUILD PROPOSED SHOP. : THE ADJACENT PARCELS ARE DEVELOPED, IN WHICH 2. PROVIDE PROPOSED SANITARY WASTE r EXISTING GRADE x 6.0 _ .. >. . .,. .vr' ; ,Y� PARKING SIGN CASE THE MINIMUM FRONT YARD SETBACK SHALL SYSTEM, WATER SERVICE AND RPZ. BE THE AVERAGE OF THE 5ETBACK5 OF THE NOT TO 5GALE • TEST HOLE FRONT )"D SETE3AGK GALE. AD:AGENT PARGEL5. 3. PROVIDE PROPOSED PARKING AREA FLOOR ELEVATION F.FL..EL. _ SEE SOUTHOLD TOW ZONING ON RIGHT 4. PROVIDE LANDSCAPING, STORM DRAINAGE, FINISHEDN NING GODS LIGHTING, FENCING, ETC. SGDHS APPROVAL AREA: SCALE: NITS of 5 ^4 u O tV [V rN LEGEND: STORM DRAINA OE GALGULATION: wwwAigneetnyell.com NOTES: VOLUME = AREA x RAINFALL x COEFFICIENT I Of ftY� ON o � � PROPERTY LINE FLOW ARROW I. ELEVATIONS ARE REFERENCED TO N.A.V.D. Ig88 DATUM PROP. . '. wwrotherstate ) W Q o \ COEFFICIENT OFASPHAI�T'= 1.0 0 0 0 / . ASPHALT' -'. &��NG IrJI-ANn (forothersftates) H NG POOL 1 COEFFICIENT OF BLUE5TONE = 1.0 R DEMOLITION STORM LEAG I ( ® / COEFFICIENT OF ROOF = 1.0 PROP. UOO-212-4460 81 W SANITARY SEWER as SEPTIC TANK ` BLUESTONE z z \ / PROP05ED A5PHALT PAVEMENT = 3,232 5F N WATER SERVICE LEACHING POOL O 3,232 5.F. x 0.167' x 1.0 = 540 GF By law,excavators and contractors working in the For safety reasons,homeowners are strongly z `` / PROP. BLUESTONE PRKG AREA = 8,643 SF five boroughs of New York City and Nassau and encouraged to call as well when planning any EXISTING WATER MAIN w EXISTING CONTOUR -6 b,643 S.F. X 0.167' X I.O = 1,443 GF Suffolk Counties on Long Island must contact type of digging on their property.Homeowners ° t � s PROP. ROOF AREA = 2,DbO 5F DlgNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-600-272-4480 or by g o STORM DRAIN 5iD 5D PROPOSED CONTOUR �'' b 2,880 S.F. x 0.167' x I.O = 481 GF but no more than 10 working days(excluding calling 811,the national call before you dig m weekends and legal holidays)prior to beginning number. For excavation work completed on X F�.O TOTAL VOLUME: any mechanized digging or excavation work to personal property,it is the contractor's EXISTING GRADE ensure underground lines are marked, responsibility-NOT the homeowner's-to contact o 0 540 OF + 1,443 GF + 451 GF o 2,464 OF Excavators and contractors can also submit DlgNet. Having utility lines marked prior to PROPOSED GRADE X 6.0 TL VOLUME REOV = 2,464 G.F. locate requests online,through ITIC.If you do not digging is free of change. USE: currently use ITIC,please call 1-800-524-7603 M) 12'(Px3' DEEP LEACHING POOLS for more information. 4 0 4 PROP TOP d E30TTOM OF CURB TOG 56.00 VOLUME PROVIDED = 2,723.76 GF BOG 5b.50 > LU PROP. TOP OF COVER PROP. TOP OF GRATE TOG 65.2 5 TEST HOLE ` FIN15HED FLOOR ELEVATION F.FL.EL. ACKERLY LANE (Y PROPOSED SAWGUT 0 EXIST. E.O.P. WILL PROVIDE CAST IRON FRAME AND COVER TO GRADE W/NEW CVRI6T A GUT WI L INTERCONNECTION T CAMPBELL 102 G OR APPROVED EQUAL x\ / FINAL GRADE INTERFERE WITH EXISTING STORM WATER FLOW ALON46 THE GUTTER LINE. FND GONG 121, MIN. MON.0.3'E.;. F+i 8" THK GONG T © �-� © _ ® ® COVER �0 � T SEE DWG No.5 FOR CURBING,METAL EDGING ® � ® ® ® Q ` ' ,y ���� AMC)MISCELLANEOUS DETAILS ® ® ® ® o ® ® 0' t q� DRIVEOWAY ASPHALT N/o/F w OG IOl5 o }• 3. / f BOG 1025 9 S MARIO ARMINIO 4 3' MIN. ® � ® ® o ® 3' MIN. �J` P . �/ LINDA ARMINIO . ® ® © ® :i ® ® r WRAP 5TR Y-TL RE-5 61. ® ® I� ® o ® ® WITH FILTER FABRIC0 _X � �,�r Si'01, PROP. PAVEMENT AND ROOF � 12'-0* DIIAM. NON-RATEABLE ENTERANCE BETWEEN EX. E.O.P.AND PROPERTY LINE Q\ (' ;.," TOG 1095 ASPHALT r: SOIL UGTED W/ , WN ,g°' r :: BOG 10.45 o DRAINAGE LEACHING POOLS SHALL BE GON5TR N ivUSE TO 10 /: 2 (3) 10'0 x IY LIQ. DEPTH j-- 6ND WTR HIGHWAY PAVING SPECIFICATIONS,THIS DWG. �To6 ; N/o/F V " BOG Io z5 CRATE 10.0$. v PROP. METAL LANDSCAPE CoOLLAR MATERIAL 6 MIN. ; :a`a/ x P14D NAIL . (PENETRATION) PROP05ED BELGIAN BLOCK CURB Xa ROSE J. 5 d �. r,'. EDGING,(TYP,PERIMETER OF Q m IN TREE/12 ROSE J. M 4 RATABLE 501E ALONG DRIVEWAY, SEE DWG N0.5 �'' % TO0 11.415 ,, x BLUESTONE PRKG AREA) / �� F-�•t BOG II45 x11.86 ° '`� / 12 < UNDERLYING SAND ANP GRAVEL STRATA CONTRACTOR TO ENSURE THAT EXISTING 56*0 EX 36"t TOG IIS t xl2.lg ����c��'G �O ILI Is 14 �1 X Z LL HRD � :'lIA• ' �' :•�.••�,.` To ��' � 15 HARDWOOD TREE REMAINS,AND 15 NOT JEOPARDIZED �0 • �o,: ��ti NOTES BY THE CONSTRUCTION O R DRIVEWAY LOCATION � �ti� P�~ /� // X -� r✓ CQ I.COLLAR DEPTH IS NOT REQUIRED HiE N RATABLE MATERIAL EXISTS FOR FULL DEPTH. Q � BC)G IIb5 �' \ f' o� 123 _IP11T EXISTING WOODED \ \ S . 0 io t x � Ao R 2.COLLAR MATERIAL SHALL BE GLEAN:&RAVEL(N2 BANK RUN. 3.ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. ' • • • •' ' '� REA TO REMAIN \ 60 U ISI STORM LEAG�--blNC FOOL (SC) '� .. P oSED QIX '�~ Ex.18°m x12A B TONE / 0 • - k HR17 Y I � � O O SCALE= N.T.S. o.� - (� P KING AREA- x / � \ �4 q }6 p, N xll.gl ,r TOG 2 m 0 IIbB GRATE.IN 53 / 5D SEPARATION D I STA�NGE W PROP.METAL LANDSCAPE ] 17.7 �a `�"-�• TOG A,* d° F- REQU I REMENT5 FOR 5TORMHA�TER EDGING,(TYP, PERIMETER \� x 1O8x �5p ' 11.h5 Ste..: ' 12 MON. PROP. LEAGH I NC 5TRUGTURES AND P I P I NC: OF BLUESTONE DRIVE) / / GRATE A5PfiALT P T !N I TAN FOR STORM ® T(x� PAVEMENT j HORIZONTAL 5E ARA 10 D S GES O STO ENGINEER: / ti x12.11 12A3 �� xLE2 is.ox/ EX.24"m DRAINAGE LEACHING PO2OLS: ' :so HRD E! PROPERTY LINE = 10' MIi`�iIMUM _- �/ �4 TOO 'A x BUILDINGS WITH CELLAR = 10' MINIMUM ° 12.C�3 ; ;: BUILDINGS ON SLAB = 10)' MINIMUM = r�,rrrla x �+► I (. 1165. c� J� ` l,,�-J ro.r p7�. Sp. PROP. \5LD GYF ':�� �D: `'&RATE 1 < !I pQ / x Q� �b e /.' •r �' t , i o "J / &RATE SD \ \ l �s s ' 1 WATER SERVICE LINE/LA'6TERALS/MAIN5 = 10 MINIMUM 02 BLUESTONE 12 ''� sv 1z4 1221x • 9 . UNDERGROUND UTILITIES = 5' MINIMUM r� . ��2�' _ ��®TC DRIVE .. �� '' - y/ �� { .rr , u� SANITARY LEACHING POCOL5 = 20' MINIMUM `.I .03 'x� SQ llb5 \ Ex.I4.4 PUMP STATION = 5' MINIWM �9 i TOG` / • \. GREASE TRAP = 5' MINIMUM ®12.03 ILTti MANHOLE = 5' MINIMUM / x12.n ti PROPOSED 1 / �U SLD GVR / C 12 'PROP .:. ' ORATE \ EX. �� ". S•,�n . BUILDING �'.'�� W /'. ® TOG ' PRIVATE WELLS = 50' MIINIMUM / FND �, ASPHALT. HRD WD O -- RETAINING WALLS = 10' IWIINIMUM A \0 GONG. F.FL.EL. = 12.14 �Q Ibq ; 1230x O� JEFFREY T. BUTLER, P.E. PAVEMENT FUEL STORAGE TANKS (BELOW &ROUND) = 20' MINIMUM MON, x xc1228 . AREA - 2,880 S.F. fy� :.. HORIZONTAL SEPARATION DISTANCES FOR STORM x12 . . J _ o N- T R WATER SERVICE LINES/L�ATERALS/MAINS - 5' MINIMUM a p �� x 1(.2 • PROPOSED �T AQ UNDERGROUND UTILITIES 5 MINIMUM �C , x12.24 1 O 1 r BLUESTONE 12.14z ,�\io - NRD"r ^� � �L�f PARKING AREA O� � � O < P RATI DI N F R T RM O x6 06 x VERTICAL 5E A ON 5TA GE5 O 5 O 1 b \ �+�5 y 600, O LP� LPr% x i2 \ b'' ��^�. �- 0 U_ m DRAINAGE LINES: T / 122 T- o�. . Z O WATER SERVICE LINES = IS MINIMUM "�i l�T� \ A- , 7 Z � q SANITARY WASTE LINES = 18 MINIMUM /",,�c� 214 LP ,� /` e a z W '' O 1 A2 36 `/+ Q < > LP\Q ,�'L ) A ;. APPROVED BY ,W � p m o z o N/O/F % ,5. x./ �0 OO \ I x `J I- 0 Q/ 5OUTHOLD PARK 0I5TRI6T � --� `LPG / I / PLANN114G BO�•'I►R Q' � � � < � TOWN OF SOUTHOLD � � �j O Q < / y EXP 3 EX.30",P 6� ° ` O 1 EXP. / HRD HD PROP. METAL LANDSCAPE DATE •} 0 ALP r F UTILITY Z 1 }, O• i EDGING, (TYP,PERIMETER OF Q p / EXPO` LP / tx.F�tf�E.>�aa ��' • , \ � O O N X PANT BLUESTONE PRKG AREA) we ILA O JL O., F �� ` LP / O J 0 1(� Y / X������X� NOTE: MAINTAIN A 5S� GRADE WITHIN 20' OF Q, #OL O �� �,a 5EPTIG SYSTEM (EQUATES TO I' DROP IN x `I .. ELEVATION OVER 20' LATERAL DISTANCE) O PROP05ED Xv' ,� -J O LL I" WATER 5ERVIGE i �� PROP05ED SANITARY SYSTEM � COVERS TO GRADE, FOR SYSTEM Q Z a x1 ;�'� INFO SEE DWG No.1 ~ m �- / C7 O o �o / T 1 6 ii2 0 FND GONG. MON.0.3'N. / Xk A PROPO5ED I" WATER METER FAOE : 3 i �`` �, PROPOSED POINT T 5 R A D I �I G AND D DRAINAGE R A I �I � E PLAN GPI y\a x CONNECTION TO WATER MAIN I `� I `� I `r � C9 "P77-7.7.77. 2 20 10 O 20 40 60 80 100 GRAPHIC 5GALE 1" = 20'-0" of 5 N GREENBRIAR® WALL SCONCE (Various reflectors are protected by U.S.Patent No.6,464,378) Calculotlon summary N o ry ACKERLY LANE HOUSING-The aluminum housing Is BALLASTS/ELECTRICAL COMPONENTS FINISHES-Each fixture Is finished with Label Gal4Type Units Avg Max Min Avg/Min Max/Min m available in two sizes and is a rectangular -Electrical components are factory- LSI's DuraGrip®polyester powder coat Golcpts Illuminance Fc 0.21 4.1 OD N.A. N.A. shape. All mounting hardware is mounted in housing and prewired with finishing process. The DuraGrip finish o 0 stainless steel or electro-zinc plated steel. voltage specific leads which extend out withstands extreme weather changes o k h without crackingor m� WALL MOUNT- A galvanized steel grommet fTh s grommet the g peeling,and is Lum(naire Schedule 1 Ce h universal wall mountinglate Basil guaranteed for five full ears. Standard °C P y colors include bronze,black,platinum bol Ot Label Arr mt Description LLF Lumens/ Arr. Lum. Arr. Watts UJ • mounts directly to a 4"octagonal or entry of insects,dust,and moisture into P � y p the fixture. The need to open the fixture plus,buff,white,satin verde green, Lamp Lumens ? square junction box. An EPDM gasket N z z ' .• metallic silver,and graphite. is supplied to be installed between the to make wiring connections is eliminated, mounting plate and junction box,sealing thus making installation quick and easy. DECAL STRIPING-LSI offers optional color e 4 A 51N6LE LBWS-FT-42-CFL-F 8' M.H. 0.150 1600 061 45 '- FND GONG. the junction box from entrance of water. UL listed HID components with high- coordinated decals in 9 standard colors to S g MOH.03'E. r�F/s The galvanized-steel universal plate power factor ballasts rated for-20°F accent the fixture.Decals are guaranteed g g Maintained FootGandle levels at grade. � o�Tti� allows the fixture to securely attach to the starting. Compact Fluorescent ballasts for five years against peeling,cracking, J m are Electronic Universal Voltage(120- or fadin Total Project Watts, = 00 z mounting plate using a unique clamping 277V 50/60 Hz or 347V 60 H2, ° g• design which Is locked into place with ) ( ) 0 F N/o/F starting. Fluorescent fixtures PHOTOMETRICS-Please visit our web site two hex-head screws. The universal g o 0 CL MARIO ARMINIO a with UE Universal Electronic volts at www.lsl-Industdg�for detailed JEFFREY T. BUTLER P.E. 15 NOT RE5PON51BLE FOR SAFETY AND UA S LINDA ARMINIO plate permits the fixture to be mounted ( ) ®e are photometric data. SECURITY R15KS DUE TO INADEQUATE LIGHT LEVELS. TH15 15 NOT in the uplighting position(listed for damp available with an optional dimming ballast locations or downlightin position listed for multiple types of controls such as A RECOMMENDED LIGHT LAYOUT. IT IS A DESIGN BASED UPON g P ( for multiple THE 5OUTHOLD TOWN CODE - ARTICLE XXXXV-OUTDOOR LIGHTING for wet locations), g lighting controls and occupancy PROPOSED SCREENING ON NORTHEAST sensors.Available battery back-up of BB CZ o" DOOR FRAME-The aluminum door frame a W M :..�: ,cam 510E OF PROPERTY AS5HOWN (32 starting temperature)and CWBB THIS IS NOT AN LSI RECOMMENDED LIGHT LAYOUT. LSI IS (PLANTED ALONG ADJACENT with two stainless steel captive fasteners (0•starting temperature)are 120 or 277 > > NOT RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE > allows easy access into the fixture. A voltage for U.S.applications for 26 watt rY / .� ':'•�,. ' .. .:.= • •� � • RESIDENTIAL PROPERTIES)SEE one piece extruded silicone gasket TO INADEQUATE LIGHT LEVELS. N N CONTRACTOR TO ENSURE THAT EXISTING UA O PLANTING SCHEDULE,THIS DRAWING factory �, through 70 watt lamps. Consult facto tv N 36 HARDWOOD TREE REMIAINS,AND IS the door frame against the housing. The o for available wattages and voltages for N o cv " O % FND NAIL ROSE oSAHM a door swings open and is held in place by use in Canada. j ;t S o g o NOT JEOPARDIZED BY THE tCON5TRUGTION. O Q IN TREE RIGHARD J. SAHM a retainer. �, GREENBRIAR OR DRIVEWAY LOCATION O ^Q LENS/GASKET-A flat clear tempered glass REFLECTORS/DISTRIBUTIONPATTERNS O Q "\Co lens,which is sealed to the door frame -Forward Throw(FTM,FT)and Type III WALL SCONCE fi 3 reflectors are available on small and +iST �Q with EPDM gasketing,is standard. An medium. Wall Wash WW EX 36"mF �o optional polycarbonate lens is available r Iavailable ( )reflec tors IESNA FULL.CUTOFF ? HRD WDTo Sq/ on most Compact Fluorescent fixtures. are also on small. All are high �� �� performance,full cut-off distribution as P IG P' ,T ��y/y N� SOCKETS-HiD lampholders are glazed defined by the IESNA(downlight position Is porcelain,medium base for the small only). Photometric data is tested in OO LANE LIMIT of EXISTING WOODED fixture and mogul base for the medium �• accordance with IESNA guidelines. ACKERLY L AREA To REMAIN 6 0 fixture,4KV pulse rated. The Compact Fluorescent fixtures feature a one-piece .�` X Ib°m �O thermoplastic socket. e� r LIGHT SOURCES-The fixture Is designed to hto Q •R/� operate with horizontal Pulse-Start Metal o' O Halide,Pulse Ory Start Metal Halide Reduced, \ / Ceramic Metal Halide,Metal Halide,High p Pressure Sodium,and single,double 0* - or triple Compact Fluorescent lamps. FND GONG, FND MON.03'E. '� � UA 1� 0 GONG.MON. Lamps supplied as standard-HID PROVIDE STREET TREES,PLANT � � (clear,shipped installed),and Compact APPROX.30'O.G.(SEE — O�a Fluorescent(coated,4100K). / o' PLANTING%H,THIS DWG) ' 36 UA EX.24"ro EMERGENCY OPERATION-A variety of b b • HRD HE) integral emergency options are available b b N/O/FO m to comply with Life Safety Codes which / b o b S M LINDNDA ARMINIO ARMINIO d m fi r411 equire emergency lighting along the 0 = O T 0 path of egress on the building's exterior, b b b b b 9 .Gj �. UA C so building occupants can exit safely. b b b b b O O •v�l,Rr Integral Emergency Battery Back up o b ko r ti . options are available on Compact 2 \. , b BM Fluorescent unit . Emergency Quartz b b b b O b b bb b HRD WD CS `� b b b b b b b b b options are offered on HID units. Options / for one or two 12 volt separate circuit( ), o ° b b b tD b n s b b b b b D O \ 1 for use with up to 35 watt Halogen o 0 0' o 0 0 0 o b o o // I •• EX.30•� 'J � ,� .. . ... D o' D o 0 o D o • o' D o' D O' D O D o D o• b o 0 0• O,v END NAIL N/O/F 5 Q , lamp(s)are available on both Compact b b b b b o b b b b b b IN TREE Ro5E 5AHIM 4 GONG. I o, \ HRD WD b b b b D b b b b b b b b Q O' O' O' O' O' O' O' O' O' O' O O• O' . Fluorescent and HID units. Q RIGHARD J. SAHM o` o 0 0' o' o o' o' o' o' o 0 0' o' b b b b b b b b b b b b b b /� -y • _ O O O O' O O' O o O' O' O O' O' O �0 b LL LU E-1 X L b .. VA VJ O• O' o' o' O O' o' O o' O' o' o' o' O O O Q Q • b b b b b b b b b b b b b b b b CC o' o' o 0 0' g o' o' o' �/ (^ $C 0, D o D o, ' o, b 0, b o 0 o b 0 0 0 0 0 0 0' 0 0. 0 o b o 0 0. b 9 0 0 �Y��/- -J b D ti D p b b W r� L(S • S\' EX.WO o' b d b o' b o' b o' b o' b o l0 Cy,9/ •�- ,•(� _ H(Zp wp ki b b b b b b b b D b b O b b b b D b b y b b• b O b O �'j j `"V O' O' O' o' o o' b b o' o �/ �,� o' o o' o' o' o • H-1 r{Wl Q b b b b O b b b b b b b b b D b b b b �/y��• p- b b b b a O O b b Db b b b b 0' b b b b b bb b b b b bb A �6 O o b o o o' o' O O bO b O bO �-1!/ � � I � Y� Q" f/ o o' o' o' o' o' 0 0 0' o o' 'o. 'o o' o' o' o o' o' o' o o' �}�V o o' o' o' o' o' o o• o' o' f'. V 1 j_ S�' I � � • � ` �C " ' �� b b b b b b b b b b b b D b b D b b b b b l� ' (d �` ' �//I\\\ , t O b b b b b o' b b b b b b O b b• b b b b b b b b b b b b b b b b b b nI� CY tZ. Pj�//I\�\p—\\/•Il/\/—%//•I\\\ � I bob' b•0 obo'' 0 bCb Obob0o' 9 oo0o bbO boOo' bobo OoDo' oobo 2 ob0boo' b b b b tD , . tz) o o b bUA 4 O oU b 0 o o o o o o ob0boo bb b �O,r , ��r sITT'111•I; : }�J 0 0 .o o' ' 0 0 0 b b b b b OILLI �, 0/ b D CSb0 bN/O/F BM O� b b b b b SOUTHOLD PARK DISTRICT o ogo• o O' o' o o CS o• t. b b b b b b. o^V '• . o' o' \I// ^ ob bo D 0 � D b b tZ. tz> D 4 FRO ' � bbb b b b b b b b b b GONG.MON. ENGINEER: o t0 tz) b EX 30 IQ r :�N 0 0fPDWD . ..o UTITY b o o o b T. & \"Lr 4 '�`1 O O' O' O O' O o o• . o- o' •o' o' o o' o' o' o' %� b - .n, V.,` to O• b b b b b b b b b' 'b b 'b' \� b b b b b b O b b b b b b b b o• •o' o' O• o o' o' O' O O o' o', o' o' O' o' O' o O' O' o' o' O O' O' o' O O O' o' O � '�e� b <• _ b b b b o b b b. b b b. b• b b b o tb b b b b b b b b b b b b `.,, y7 HYDF�ANT �" o• b o b d D o D po5 o' o 0 0' o' o' o o' ' f't Cr b0 b b b b b b b b b OS O D• D o D b b O o b b b b b b b b b r o' c N N b O' o' o' o• O o o' o' C o'' O' o' o' O'. o' o' o' O' O' O' O' Cr o' O' l r� b i✓ - J Lj 1 UA = b o U b b b b b b' �i ' b b b b b O b b b b b b b b b b b b b b O a LU �(/JO b b b b""' o o o G J N �, o o' O' O o 0 0 0 0 0 0 0 O' o• o' o o' o' o' 0 0 0 0' 0 0 0 0 0 l r a i b• w b b b b b b b b b• b b b b b D b b b b b b O D b b b b b (� i�� ;t U � o' o' b' o' 'o'• o d o o' o' o' o' o, o o' d o' o' o o' o o' ot°t �!• �` j° ry b b b �.+ .+ :�. M a to b �• - b b b b b b b b b b\ C b b b b b b b b b D b b b D b b Q4 O\ r^e2 D • �� V•_ O O' O O' � o- i y O' O' O O' O• O' O O' o O' O •O O'• O' O" O' O' O' O• O O O o' O• O 2\• �= b tj b tc b N b O b D b b b, b b b b b O b b b O D b b b b b { Tc O O O •'O` ti ,U �<t.1 'N .a•• N O' O' O' O• O' O' O• O 'O' O' O O' O O' O' O' O' O O• O' O O' O O O O 'Y /O •' b b b �' _ �` _ _ =+ �•.+ b b b b b O b •b p b b b b b b b b b b O UA b b b S` CY `�' �" b toi b b b b b b b' b O' 'b b O b b o0 b b b b b b b b b b b b o' o t +' G o' o o' o' o o' o' o o' o o' o' o' •. o' o' O' Cr o o' o' o' b D b 'b b b' b D b b b b D b b b b O . G�py•�� �p 2 A`�� �` V �-7i/!1ipl/� w• .. 1:. w GONG. \ p 0 b 0ob' 0b' 'bb'�obb'.�. /O aoea.,/�'',7`���'�i�'�.?/�%''I'�A,"j��/�/`'�'I�VI , � • b o6r•' �a0O•oti-oo,'b'.,`b•.,ob p 000''''b0Ob bb oOo'`obb0O''bo.obo'b'.obb 0O0'ob ob o0'''oob 0'obobb0b''•. oobb0' 0b b obbo 'b_oDo Fb0bb 0bob0b Q obob� ob • �� (LJ�F-E FzO{Q((3O AQF-�--/ R EY ' T. BUTLER, P((\> .E .b b b 4\ PROVIDE STREET TREEJ, o -I ' of PLANT APPROX.30,O.G. q o (0b b(SEE PLANTING 5G ,THI5 OW) FND o o o 0 0 o o o Q b p b b b b b b b b b MON. o' Q �. 4 b b ob OEDGING SHRUB BED b bb b b 0 0 o o' o o 0 0•FND GONG. o b , b SEEDED MON.03N. e No d '3. o o' d b b b b bA \S•C! Tom- bb rAI b by�\LANDSIGAPING � TI � P . N AQ O CD b b b b' b. o Orr 0 O Z o }�W. � Oo'. .01 GRAPHIC SCALE 20'-O" O O o O botD O 20 40 0 80 10020 10 OzPLANTING BED b b b b o ` b' .15 g b D +a ST-42-GFL-F 5uKU55 In C g %D g /> F' j .81 5 b D MOUNTED 8ABOVE 6PADE Ce)V W Y [NOm•L b oN/o/F o' o b o' o (TYP OF 4) o J 5OUTHOLD PARK DISTRICT j:S Lu I b b b N APPROVED BYIRRIGATION NOTE: bbbb LAN05CAPE 0 b b b Z <bALL LANDSCAPE AREAS ARE TO HAVE /1 b 00 0 0' PLANNING BOARD 2) PIECES OF REINFORCED AUTOMATIC IRRIGATION SY5TEM5Y - 0 0 E : o• o• o o 30TANIGAL NAME COMMON NAME 51ZE b b b b b 0 Cr oolor INSTALLED AND MAINTAINED O b d 2b UTILITY TOWN OF SOUTHOLD <RUBBER H05E $ DBL. STRAND o' o D s C)a bbbbbbb POLE d99#12 WIRE, TWISTED. UA q ULMV5 AMERICANA LIBERTY ELM 2"-3" CALIPER b o o b Cr tZ, iz) D b cy 0 DATEC)A U (3CEDAR STAKE 0" ' D o a� OCT ) 1� � # O/� In; b tZ,SPEC I F I GATI ONS LONG 2" TO 2 3/4" DIA. WRAPPING (BURLAP EVEROREEN Cr n OR KRAFT PAPER FOR TREE PLANTING " BE OF NURSERY STOCK OF AN APPROVED TON 15 THUJA OCGIDENTALIS DARK AMERICAN 6' MIN. b u b o b o b o D o b b b b b b o b b b b _J 0 O 12 PINE 13ARK WRAP) I. TREES SHALL (MULCH) IF NO 5PEGIE5,GROWN UNDER THE SAME CLIMATIC CONDITIONS A5 'NIGRA' ARBORVITAE b b o b b O b b b b b b b 15' THE PARTICULAR SITE. THEY SHALL BE OF SYMMETRICAL _ �� O GROUND COVER GROWTH,FREE OF IN5EGT PEST AND 015EA5E,SUITABLE TP 4 THUJA PLIGATA GREAT WESTERN 6' MIN. b o o b o b o b a D o b BASED ON THE INFORMATION PROVIDED,ALL DIMENSIONS AND LUMINAIRE LOCATIONS'SHOWN REPRESENT }' Z W 3" CALIPER (MIN) FOR STREET TREE USE. RED CEDAR o b ° bob b o b b ,`G�% RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLIIGASILITY OF THE z IC 2.THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF SIX b b b \ LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. r h� 7 O < TEMPORARY INGHE5 ABOVE THE FINISHED GROUND LEVEL SHALL BE A p� ��,J/ SAUCER � FINAL GRADE MINIMUM OF THREE(3)INGHE5. DEER RESISTANT SCREENING b b / ' THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVEL5 CALCULATED FROM LABORATORY DATA TAKEN M--1 O 3. ALL PLANTING SHALL BE DONE IN FOLLOMANGE WITH GOOD b UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE HORTICULTURAL PRACTICE. THE FOLLOWING IS DECLARED TO BE GOOD HORTIGULTURAL PRACTICE: IG 8 ILEX CRENATA JAPANE5E HOLLY 6�7' MIN WITH ILLUMINATING ENGINEERING 50GIETY APPROVED METH005. ACTUAL PERFORMANCE OF ANY (I) THE TRUNK SHALL BE WRAPPED W/BURLAP OR KRAFT MANUFAGTURER5 LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS 4 \_500 ON PAPER TREE WRAP d THE TREES BE STAKED WITH TYdO(2) FND GONG. AND OTHER VARIABLE FIELD CONDITIONS.CAL(ULATION5 DO NOT INCLUDE OB5TRUGTIION5 SUCH AS 8" TOP501L CEDAR POLES SECURED TO THE TREE BY MEANS EVERGREEN SHRUB MOlI 03N BUILDINGS,CURBS,LANDSCAPING,OR ANY OTHER ARCHITECTURAL ELEMENTS UNLESS NOTED. P A(5 E (2)ALL TREES SHALL BE TRANSPLANTED BALLED AND • B 4 B WHERE BURLAPPED,AND THE BALL BM 115 LIN FT BUXUS MIGROPHYLLA KOREAN LITTLELEAF 15" TO IS' 5PI?,EAD LI SPECIFIED. SHALL E AT LEAST TWO AND ONE HALF(2 I/2)FEET IN BOXWOOD , F A R T I �I LIGHTING I G H T I �I G F I �� II DIAMETER. I J_ J— I I Y j_,_ I V� (3)ALL TREE PITS SHALL BE BAGKFILLED WITH TOPSOIL. 4. ALL TREES L15TEP UNDER(1)HEREOF SHALL BE BRANCHED G, TOPSOIL -•= TP 0 TON 016 BM ✓0 NOT LOWER THAN 51X(b)FEET-WITH AN AVERAGE HEIGHT ''+�+` BACKFILL OF IO TO 12 FEET WITH A MINIMUM SPREAD OF TOP OF 4 Or TREE PLANTIN DETAIL FEET. UA 0��� (0�p ` 20 10 f 0 20 40 ro0 80 100 5GALE: NT5 GRAPHIC SCALE I = 20'-0" of 5 9 N O N LINE / 5YMBOL LEGEND J F, ACKERLY LANE LEACHING POOL WITH OPEN GRATE ® \ 1 J Lu LEACHING POOL WITH 61-05ED COVER ( 0 z J (GA5T IRON TO GRADE) FND GONG• S MON.0.3'E. O 1 EXPAN51ON POOL (FUTURE) \ _ L z $ N/O/F SEPTIC TANK (p 1 /::` .'•', MARIO ARMINIO d O� . s LINDA ARMINIO PROPOSED STABILIZED" g'St90 Q o CONSTRUCTION ENTRANCE. ,� / (5EE DETAIL, THI5 DWG) l J�.RR f Oo > > .. ............. .; PROPOSED SILT FENCE AND N N LIMITS OF CLEARING, GRADING f..:. .. :....:': 5TRAW BALE BARRIER, INSTALL T o o N ALONG PROPERTY LINE A5 SHOWN 5 0 0 AND GROUND DISTURBANCE. (5EE DETAIL5,THIS DWG) o FIND NAIL O/F ROSE a 329740 SQ.FT. (0.7517 AC) . •. � .�•/:.: , ' oo IN TREE RIGHARD J. SAHM °O\'\o -10' MIN. �6��/ PAVEMENT STONE PAVE EXI5TING 2' $ PAVEMENT GROUND - �\\iNxIlly11 X/I X\\ \;\\,\\/:lx/l y\\i /\\/\y\�\,�`� '� w° r'�t'°b �`' " Rh o 0 Iz MOUNTABLE BERM FILTER CLOTH PROFILE (OPTIONAL) w / o" '70' MIN. " �ry �� ` • / \` PROPOSED SILT FENCE AND °`� \ / Z STRAW BALE BARRIER, INSTALL 41)��� ,A,/ C ° FND ALONG PROPERTY LINE A5 5HOWN �. t�' / GONG.MAN. / (OPTIONAL) WASHRAGK (5EE DETAILS,THIS DWG) ® � N R R R R R I' o' MIN, v / v EXISTING !, / / ,. • . n d) EXISTING v PAVEMENT 'ci PROP D STORM �. GROUND /\\//l\ Z _ I , AGGREGATE I - y _ I _ I = rest r�l r . .p • v p V V • O !! pRA1NAUE.INLET' W N \ w _ . �� �• .:.PR.OTEGTION, TYP•,OF'7. 'V '•nJ \Q. - �o �• ® (SEE DTL,11415 0�*i / S ,y.,.'. .. DRAINAGE TO /.. d- ��� �. ,00 W m x SEDIMENT TRAPPING PLAN / < DEVICE SEE NOTE 8 FND ��b. 60' ® Lj- °O�� �� X Z E 2" STONE OR REG'YGLED CONCRETE EQUIVALENT GONG. �, I. STONE SIZE US MAN. �k \O LQ O 2. LENGTH - NOT LE55 THAN 50 FEET ('EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD / \ '¢ F-q 2 APPLY) s � O d) 5. THICKNESS - NOT LE55 THAN 6". CL 4. WIDTH - 14' MINIMUM BUT NOT LESS THHAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 'ter\/0, O O b. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IIMPRAGTIGAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. _ 1 e ` '\69 0 �. MAINTENANCE - THE ENTRANCE SHRILL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRAC!'ING OR FLOWING OF so I 9b6 EDIMENT ONTO PUBLIC RIGHTS-OF-WP'.Y. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC SI('` O '�` ; b ; e� m RIGHT5-OF-HAY MUST BE REMOVED IMMEDIATELY. PROP05ED SILT FENCE, INSTALL �� 1 8. WHEN WASHING IS REQUIRED, 17 SHRILL BE DONE IN AN AREA STABILIZED WITH STONE AND DRAIN5 INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ALONG PROPERTY LINE AND �t�0, f TRANSITIONAL BUFFER AREA AS NANGE SHALL BE PROVIDED AFTER EACH RAIN. q. PERIODIC INSPECTION AND MAINTE SHOWN (SEE DETAIL, THIS DWG) wo/F 5TABILIZED GONSTRUGTION ENTRANCE SOUTHOLD PARK DISTRIGT NOT TO SCALE ENGINEER: / r� s o� �o > JTILIT1 > ti� \ O � 0lp i.0 i �� �� in If 0.1 i EXTRA 57RENGTH FILTER FABRIC 2 X 2 STAKES STEEL OR WOOD -� REQ D. WITHOUT WIRE MESH SUPPORT POST (TYPJ (TWO PER BALE) \ ' 10' MAX. O.G. SPACING ESUILDING WIRE �� ` . � 'o V'�,/' W/ WIRE SUPPORT FENCE b' MAX. O.G. SPACING OR TWINE PROPOSED PROPOSED SILT FENCE AND BALE ��STRAW S I" WATER 5ERVIGE {� STRAW BALE BARRIER, IN5TALL JEFFREY T. BUTLER, P.E. I I � ALONG PROPERTY LINE A5 SHOWN W/O WIRE SUPPORT FENCE �� (5EE DETAIL5, TH15 DWG) (� • ` FNDGONG. EROSION GONTROL PARTIAL PLAN 0 " FLOW COMPACTED I I MON.0.3'N. O < IS" FILL Z O tY �- - '- ' PROP05ED Q+ CO 4' J� GRADE �'' I" WATER METER ., Z Q � Q 20 10 O 20 40 60 80 100 Z }- ,4° '` ATTACH FILTER FABRIC SECURELY = r'�•F .\ �� ';. `�0,, PROPOSED POINT OF -� I" = 2o'-O" A-I Q X m } TO UPSTREAM SIDE OF POST / "'` " "' I ( t o2� CONNECTION TO WATER MAIN E'-� 0 m Z 3b" HIGH POLE (MAX) STEEL OR WOOD P05717 TRENCH a W Oi SECTION APPROVED BY 0 � Q � � OF1= 00 N FLOW .r FLAN BOTTOM OF HAY BALE5 HAY BALES LEACHINO PLANNING BOARD Z < � OO J U) u. DRAINAGE SHALE u 2"x2" STAKESLo i TOV6/N OF SOUTNOLD I- O O ` •a l (TWO EACH BALE) • V �- x # LL O OI //�//�//...\ - - - - - FLOW GRADE Fr LOW ®ATE ov� :•.ti;; 3/4" MIN. N BAGKFILGOMPAGLED DRAINAGE COMPACTED BAGK L C w O O �_ ` _ INLET _ p� }- W // / DRAIN ROCK 4" X 6" TRENCH ��% %\\%/ 4 T NCH SEEBALES TO BSEGT ON. SE SET IN � S�0 f�i Z m ~ STAKES (TYP.), W/ GOMPAGTEID /� \j\\ SEE SECTION. n BACKF I LL TRENCH DETAIL INSTALLATION HITHOUT TRENCHI N6 11 11 11 11 Il Il ll r N ill 0 111 111 11 1' II II II I I II II II �� 111 Ill 1�� lip OTES: �' a 11 II II II II II II 11 ►� ` PAGE : 51LT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFIGIENGY. ° u II tl II a 11 11 u BALES TO BE SET ,I 1 INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NEGE55ARY. IN 4 TRENCH LE1/,4TION REMOVED SEDIMENT SHALL BE DEP051T1ED TO AN AREA THAT WILL NOT ALLOW OFF-51TE TRANSPORT. 4 51 LT FENCE 17ETA I L 5MRAH SALE BARRI Eli 5TRAlq SALE BARRIER ® LEAGH I NG FOOL NOT TO SGALE NOT TO 5GALE NOT TO SCALE of 5 N � N 5/4" 4000 P51 CONCRETE o x x x x x x ff AT 28 DAYS ON VIRGIN m 6' GRAIN LINK UNDISTURBED SOIL � YS 11/2 DEPRESSED� 8" THK TRAFFIC BEARING x FENCE N GREEN x ABOVE FLOW LINE PROPOSED GONG COVERS TO GRADE (TYPICAL) N Q PRIVACY SLATS FLOW LINE BUILDING o o Q MAINTAIN 596 MAX.SLOPE FROM EDGE OF SANITARY x x } SYSTEM OUT 20' IN EACH DIRECTION FIN.FL. TYPICAL 6 POOL CLUSTERED N z A i 10'xlO' CONCRETE I �IIoL�4F.E20-u z-, EL-12A4 DISPOSAL SYSTEM 8" THK GONG °, Q DUMFORG,I.COVER „ G.I.COVER ;� G.I.GVR EL=11.78 I.GVR EL=1223 0 PS ER _---------- � �, N COVER O I 6RADE EL. 1228 EL EL=12.0 FINAL GRADE ® BLUE-STONE 1 ® AWN G oc S x x FRONT VT Y I EY`l T.O. . TAS.t T.0.5.: °m 4" DIA PVC PIPE II27' 11.12' 11.12' CHAIN LINK FENCEJF W/GREEN x x TOP501L AND SEED TO 1E.=10:48' 10' ®y4" / L.F. = MIN FLOW LIFE 4" DIA, PVG PIPE D15TRIBUTION LP LP 4 PRIVAoCY 5LAT5 q" RDA SEE NOTE k2 _ - I I 2.5" = 0.21' � ,� I OF 2 (I OF 4) '• `� 6 x x 4" GRANITE .uMBO BELGIAN " IE.-10.27 ;p lb'TEE IE.=q.7T' 23.63" 0.30 ® � ® � ® � � ® BLOCK INSTALLED ON END 4 HOUSE TRAP, p ® ® [� ® © ® ® Q TOOL SEE HOUSE CONN.NOTES ® ® `' ~ 4 EDGE3 ® 12 O.G.E W \ \ \ \ \ 1200 GAL `r 3' MIN. a a f \�\/ / " BLUESTONE SURFACE ® ® ® ® O ® ® O T ® BOT OF POOL '..: tom ` + + Y/\y/�/ /\\//\\/ .°• O 4"MIN SEPTIC TANK I•• . ' i.. ® ® ® cv ® ® = EL.1.41' ?u "� TE5THOLE: 6ROUNDWATER FND 0 EL.-OW +/ U5G5 DATA WELL No.516780.1 BOT OF TANK = 16.02' BOT OF POOL = 7.47' ,,, ry `�' N IMBED- °' SAND BAND HIGHEST RECORDED GROUNDWATER: 8O� 3GOLLE RN SAND 10'-O" DIA. : ' SEE PLAN. `T' N MOUNTING 2 + + `� c 638'MGVD2q) = 5.46' fNAVD Ig88) . . SECT I Ol�l DATUM NAND Ig88 USED FOR THE PURPOSES OF THIS DIAGRAM FENCE EDGE I�-0. 2-��5 TOPE � •°' BOT. CONT. 5 BEAM TO EXTEND °• 10" MIN. BELOW W/#13 TIES ® �. FIN. GRADE 24"'t O.G. 10'-0' a° ° 5EGTION A PLAN VIEW 12" PROPOSED SEPTIC RISER DIAGRAM NOT TO 5GALE www.dlgnetnycli.com °r DUMP5TER5 ENGL05URE JUMBO BELL 1 AN f3LOGK of N�IN YOLK CI1Y PER S.G.D.H.S. STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE SYSTEMS & �ON�I��� www.ca11811.com 5GALE: N.T.5. CURB DETAIL FOR OTHER THAN SINGLE-FAMILY RESIDENCES; DATED: JULY 15, 2008 pyq (for other states) NOT TO 5GALE (�""/' 600-212-4460 611 BORDER GONGEPT5, ING. BORDER KING By law, excavators and contractors working in the For safety reasons,homeowners are strongly STEEL LAND56APE EDGING 1/4" X 5" W/ five boroughs of New York City and Nassau and encouraged to call as well when planning any 15" LONG STANDARD STAKES Suffolk Counties on Long Island must contact type of digging on their property. Homeowners CONTRACTOR TO INSTALL EDGING PER ., DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by MANUFAGTURER'5 RECOMMENDATIONS 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 FINISHED GRADE, PLANT BED, any mechanized digging or excavation work to personal property,It Is the contractor's BAGKFLOW PREVENTER INSTALLATION NOTE: Q IC, COMPANY MODEL No. SIZE USE LAWN, OR GROUND COVER ensure underground lines are marked, responsibility-NOT the homeowner's-to contact m PROPOSED 5LUE5TONE Excavators and contractors can also submit DigNet. Having utility lines marked prior to m START-UP AT INITIAL INSTALLATION AND AFTER SERVICING: RPZ WILKIN5 g75XL 1.0" DOMESTIC, WATER PARKING/DRIVE TOPSOIL locate requests online,through ITIC.If you do not ' digging is free of charge. _• THE DOWN STREAM 5HUT-OFF SHOULD BE CLOSED. 5LOWLY OPEN UPSTREAM 5HUT-OFF AND ALLOW THE BAGKFLOW PREVENTER TO FILL SLOWLY. BLEED AIR AT currently use ITIC,please call 1-800-524-7603 1=1 I -1 I I-I I_I=11 I=I II I =1 I I- 11Ell 1=I 11=1 11=1W-�-111=111= for more information. EACH TEST GOGK. WHEN BAGKFLOW PREVENTER 15 FILLED, SLOWLY OPEN THE =11I-I11=III-1I1=III=I! II =1I1=1I =111= 11-111=1I1=II 1=� • _ _ _ _ rT, r DOWNSTREAM 5HUT-OFF AND FILL THE WATER SUPPLY SYSTEM. THI5 15 NEGE55ARY 1=I11=1I 1=111=111-1111---III 11-I I =I I I=1d I FU=LEEICI=11 - TO AVOID DISLODGING "0" RING5 OR CAUSING DAMAGE TO INTERNAL COMPONENTS. 15" STEEL STAKE =I I 1=1I I=1I 1=11 I=1I 1-III=I -I I=11 =I11=1I1=1I I-111-111=1 SEPARATION D15TANGE REG'MT5 FOR SANITARY 5EPTIG TANK5: I� 1-111-11 -i a -- I=1 =1 I=III-III=111=111 m=1 = MIN. HORIZONTAL SEPARATION DISTANCES: =III=III=III=III=III=111=11 -III-III-III=III=III=III=III=1 1=11 =1I I=W=I I 1=I11 I--1I 11=1 =1I 1= 1 I-I I 1=111=1I I-1 = BORDER CONCEPTS, INC. A. BUILDING W/ CELLAR = 10'-0" K. U/6 UTILITIES = 5'-0" ^ V°, -111=1I I=I I1=1I G1I 1-=lI El I =1I I=1I 1=1I 1=1 1=1LI=1 1= =� CHARLOTTE, NG � 1� � " }- B. BUILDING ON SLAB = 5-O L. STORM DRAINS = 20-O TO FACILITY I=I I Ia I F1 I Ed 12 11 IZEI I I- I I I 1=I I I=ih=J=1=III-III= 1-&00-&45-3343 G. WATER LINES = 10'-O" M. CATCH BASINS = 5'-0" W m X �111��1� 111��111��111 1 1� 111� 111��111 111--�--,III��III III_ �1 1-104-541-5b10 (FAX) _ `9 D. SURFACE WATER (WETLANDS) - l5-O (NON-LEACHING) LU ILL F. PUBLIC WELL = 200'-0" N. SAN, L.P, = 8'-O" E-4 X Z0 ° I Q ° •••• 5TEEL EDGING FOR G. PRIVATE WELL = 100'-0" P. PROP. LINES = 5'-0" O L lJ lJ f� H. RET. WALL (WTRPROOF) = 10'-0" Q. T.O. SLOPE = 25'-0" �My� BLUESTON / L IEN PARTITION J. U/G FUEL TANK5 = 20'-0" R. BLUFF = 65'-0" F-+-�i Q w W, BUILDING WALL iv p NOT TO 5GALE HEAVY DUTY AND LOCKING L-131DRAINS TO BE c(� el p p SCREENED ° 2" DRAIN CAST IRON GONERS TO � N w DRAIN PAN HEAVY DUTY,LOCKING,CAST IRON FRAME AND GRADE _ TO BE 12"X12" FINAL GRADE APPROVEDCOVER TO �L GAMPBELL 1182 G OR FINISHED GRADE 11 24" �' 24" BEARINWMIN G TOPIC RPZ - PLAIT VIEN m � GRADE � � 1. 20" MIN .1 - cv 1 20" MIN (DOMESTIC WATER ONLY) THK GONG r . : I J '----- ISTRIBUTION LP (I OF 2) LP TRAFFIC r ■ LU NOT TO 5GALE III RpZ Y` ,I G SUPPORTED PER RPZ (I OF 4) BEARING COVER I �1�1 f- . f INSTALLATION 3' MIN. 11�__ 3' MIN. INLET OUTLETa (DOMESTIG WATER ONLY � � F--_1 � REQUIREMENTS © © © © ® T_=Ei ® ® I MIN 4"DIA. ENGINEER: NOT TO 56ALE ® ® ® ® v= T © EEEI 5OR 35 PVC, MIN 4"DIA. RPZ INSTALLATION RE UIREMENTS: i ® � PIPE OR 6' FLU LIB _ F ' Q SDR 35 PVC, C ;' EQUIVALENT _ - ,,' INSTALLATIONS MUST MEET ALL SUFFOLK COUNTY AND NEW YORK STATE REQUIREMENTS. 2' MIN ABOVE z PITCHED MIN. � � PIPE OR `' r 1 I• EI�� EGVIVALENT III. DRAINAGE CONTINUED HIGHEST 10'-0" DIA. SEE PLAN NON-RATEABLE )',IN/I FT ;I BAFFLE I �eITGHE IN. I. GLEARANGES (CONTINUED) N SOIL WALL Q " RECORDED IN I FTY A. ALL A55EMBLIE5 SHALL BE INSTALLED) WITH A CENTERLINE HEIGHT FROM 30 INGHE5 G. ALL DRAINAGE FROM RPZ 5 SHALL BE VIA GRAVITY FEED TO DRAIN. 6ROUND YJTR I C, TO 60 INGHE5 ABOVE THE FLOOR. AMY INSTALLATION AT A GREATER HEIGHT SHALL D. AN AIR GAP MUST BE MAINTAINED BETWEEN THE RPZ RELIEF VALVE OPENING BE PROVIDED WITH A FIXED PLATFORM, A PORTABLE SCAFFOLD OR A LIFT MEETING AND ANY DISCHARGE PIPING. THE AIR GAP MUST BE AT LEAST TWICE THE C DOLLAR MATERIAL OSHA STANDARDS. DIMENSION OF THE EFFECTIVE OPENING OF THE RELIEF VALVE; BUT IN NO 6" MIN. B. ALL RPZ DEVIGE5 MUST HAVE AN 18 INIGH MINIMUM CLEARANCE BETWEEN THE BOTTOM GA5E LE55 THAN I INGH. (PENETRATION) RATABLE SOIL OF THE RELIEF VALVE AND THE FLOOR. E. MANUFAGTURER'5 AIR GAP FITTINGS MAY BE UTILIZED PROVIDED THAT THEY I. 4 G. A MINIMUM OF 12 INCHES OF CLEAR SPACE SHALL BE MAINTAINED ABOVE THE MAINTAIN A PROPER AIR GAP AND DO NOT ENCLOSE OR COVER THE ASSEMBLY. RELIEF VALVE. THE5E FITTING UNDERLYING SAND AND GRAVEL STRATA ARE ONLY 51ZED TO HANDLE INTERMITTENT I JEFFREY T. BUTLER, P.E. D. A MINIMUM OF 30 INCHES OF CLEAR SPACE SHALL BE MAINTAINED BETWEEN THE AND LOW FLOW DISCHARGES. ADDITIONAL DRAINAGE CAPACITY MAY BE NOTES <4. FRONT SIDE OF THE DEVIGE AND THE NEAREST WALL OR OBSTRUCTION. REQUIRED TO AGCOMMODATE A GATASTROPHIG RELIEF VALVE FAILURE. I DEPTH 15 NOT REQUIRED WHEN RATABLE MATERIAL EXISTS FOR RXL DEPTH. E. AT LEAST S INCHES CLEARANCE SHOULD BE MAINTAINED FROM THE BACK SIDE OF F. NOT USED 2.COLLAR MATERIAL SHALL BE CLEAN GRAVEL OR BANK RUN NOTES: THE DEVICE TO THE NEAREST WALL C)R O55TRUGTION, THI5 CLEARANCE MAY NEED G, NOT USED _ t I.rLONGRETI= TO TEST 4000 P,5.1 ® 28 DAYS `9 OCD TO BE INCREASED FOR MODELS THAT HAVE 51DE MOUNTED TEST GOGK5 OR RELIEF H. NOT USED (LEACHING POOL SYSTEM - OTY (5) 2.'REINFORCEMENT MEETS A.5.T.M. A-b15,A-05 5PEG5 F- VALVES THAT WOULD BE FACING THE: BACK WALL. J. ALL EXTERIOR DRAINS 5HAELs BE KEPT FREE OF 5NOW DURING WINTER AL50 F. TEST 60GK5 MUST BE POSITIONED TO (FACILITATE TESTING (30" MIN CLEARANCE). DRAINS GAN NOT BE 5UBJECT TO,FLOODING AND MUST BE SCREENED. J. ALL SANITARY PIPING TO BE 4 m SDR 35 PVC, II. MISCELLANEOUS CONSIDERATIONS K, ALL VALVES SHALL OPEN GOUNTERGLOGKWISE (RIGHT HANDED VALVES). TYPICAL CLUSTERED DISPOSAL SYSTEM (LP) 4.ALL PIPING INSTALLED UNDER BLDG SHALL BE CAST IRON, AND SHALL REMAIN GA5T IRON LEAVING THE BUILDING TO A DISTANCE OF 5' AWAY FROM BLDG C) u- A. ALL ASSEMBLIES SHALL BE ADEQUATELY SUPPORTED AND/OR RESTRAINED TO IV. NOT USED PERIMETER }- LL m V. INSTALLATION WITHIN A BUILDING PREVENT LATERAL MOVEMENT. PIPE HANGERS, BRACES, SADDLES, STANCHIONS, 5GALE: N.T.S. 0 5. GALLS AND DESIGN PERFORMED IN ACCORDANCE WITH 5011DH5 SPECS. Q PIERS, ETC., 5HOULD BE USED TO SUPPORT THE DEVICE AND SHOULD BE PLAGED IN A THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR. Q Z LU MANNER THAT WILL NOT OBSTRUCT THE FUNCTION OF OR ACCESS TO THE RELIEF CONTRACTOR 15 RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND SEPARATION D15TANGE REG MT5 FOR DETAILS OF CONSTRUCTION: _ v 1 < m VALVE. UTILITIES AND STRUCTURES PRIOR TO DIGGING. SANITARY LEAGHING 5TRUGTURE5: / IY (`(� H B. 5TRAINER5 ARE RECOMMENDED PRIOR, TO EACH BAGKFLOW PREVENTION ASSEMBLY A. ABOVE GRADE INSTALLATIONS: DISCHARGE CAN BE DIRECTED TO FLOOR OR 1. REINFORCED PRECAST GONGRETE 5EPTIG TANK(1,200 GALLON MINIM)M). \ ON NON-FIRE FIGHTING WATER LINES. NO STRAINER 15 TO BE U5ED IN A FIRE LINE DRAINS OR THROUGH A 51DEWALL ABOVE GRADE VIA SCREENED LOUVERS, MINIMUM HORIZONTAL SEPARATION DISTANCES: 2.U5E SIX(b) Io'm 3.0 FT.HIGH (2'E.D) PRECAST CONCRETE LEACHING RIN05 / I • ' v H 1 < D_ WITHOUT THE APPROVAL OF THE IN5UFRANGE UNDERWRITERS OR THE AUTHORITY SCUPPERS, PIPE SLEEVES WITH FLAP VALVES, ETC., IN ACCORDANCE WITH A. BUILDING W/CELLAR = 10'-0" 3.U5E 4'm,APPROVED 5EWER PIPE THROUGHOUT. 4. THE WA5TE LINES FROM THE 5EPTIG TANK 5HOULD ENTER THE MIDDLE RING5 A5 HIGH A5 P0551BLE. ,, `` W D_HAVING JURISDICTION. THE DRAINAGE REQUIREMENTS. B. BUILDING ON SLAB = 10'-0" 5.U5E A CROSSOVER PIPE BETWEEN THE MIDDLE RIN65 AND THE FOUR OUT5I0E RIN65,E16HT(5) INGHE5 ABOVE THE BOTTOM. / \ V LL O G. ALL A55EMBLIE5 MUST BE PROTECTED) FROM FREEZING TEMPERATURES AND IF B. BELOW GRADE OR BASEMENT INSTALLATIONS: NOT USED. G. WATER LINES = 10' 0" b. BALKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. / I I \ O 6- INSTALLED WHERE TEMPERATURES WILL REACH 100°F OR ABOVE, A HOT WATER TYPE VI. CERTIFIED TESTING AND COMPLETED WORK5 APPROVAL D. SURFACE WATER (WETLAND5) = 100'-0" 1.5LAB5 5HALL BE 2.5'MAXIMUM BELOW GRADE WITH A 20 MAXIMUM DOLLAR, ASSEMBLY MUST BE U5ED. A. AFTER THE ASSEMBLY HAS BEEN INSTALLED, IT SHALL BE TESTED BY A F. PUBLIC WELL = 200'-0' b.50LID HEAVY DUTY AND LOCKING CAST IRON COVER5 TO GRADE ON ALL POOLS. / \ Z Q �j D. ALL ASSEMBLIES SHOULD BE SPEGIFIEID AND INSTALLED WITH THE MANUFACTURER Cl. BOTTOM OF POOL SHALL BE A MINIMUM OF 2 FEET ABOVE HIGH RECORDED GROUNDWATER. W Z CERTIFIED TESTER. THE DESIGNER (OR WATER SUPPLIER) IS THEN G. PRIVATE WELL = 150-O j� O SUPPLIED RESILIENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY. RESPONSIBLE TO CERTIFY THAT THE INSTALLATION WA5 DONE IN H. RET. WALL (WTRPROFF) = 10'-O" 10.SHOW AREA FOR 50� EXPANSION OF LEACHING POOLS, INSTALL AT INITIAL GONSTRUGTIDN, Q F- O 0 N II.MAXIMIZE THE DI5TANGE BETWEEN THE FOUR(OUTER)SATELLITE POOL5. (� �L E. WATER LINES SHOULD BE THOROUGHLY FLUSHED BEFORE INSTALLING THE ASSEMBLY. ACCORDANCE WITH APPROVED PLANS;OR DESCRIBE ANY GRANGES OR J. U/G FUEL TANK5 = 20'-0" 12. TOP SLAB SHALL BE b"MINIMUM(THIGKNE55 AND TRAFFIC BEARING. I I 1 J 0 In M05T TEST FAILURES ON NEW IN5TALLATION5 ARE THE RESULT OF DEBRIS FOULING SUBMIT "A5 BUILT" PLANS AS APPROPRIATE. K. U/G UTILITIES = 5'-0" 13.NOT USED O ONE OF THE (HECK VALVES OR THE (RELIEF VALVE. I. INSTALLER SHALL NOTIFY GOVERNING AGENCY UPON COMPLETION OF L. STORM DRAINS = 20'-O" 14. THI5 DI5P05AL SYSTEM 15 FOR AREAS WITH HIGH GROUNDWATER GONDITION5, - 0 #* 11 G I F. ALL A55EMBLIE5 MUST BE INSTALLED HORIZONTALLY UNLESS THEY ARE 5PEGIFIGALLY WORK. M. GATGH BA5IN5, NON-LEACHING = 5'-0" -I cp I I - Q ( m APPROVED FOR VERTICAL INSTALLATION. (REF. TEGHNIGAL REFERENCE PW5-14). 2. TEST RE5ULT5 SHALL BE SUBMITTED TO GOVERNING AGENCY ON N. SAN. L.P. = 8'-O" �` I 0 In - G. A55EMBLIE5 5HALL NOT BE IN5TALLEP IN AREAS CONTAINING CORROSIVE, TOXIC OR PRESCRIBED FORMS. P. PROP. LINE5 = 10'-0" HOUSE CONNECTION NOTES: .� I I LL_ POISONOUS FUMES OR GASES WHIGH COULD RENDER THE A55EMBLY INOPERABLE OR B. THE INITIAL TEST RE5ULT5 AND CERTIFICATION ARE THEN SUBMITTED TO THE Q. T.O. SLOPE = 25'-0" ` __ POSE A 5AFETY HAZARD TO PERSONNEL. WATER SUPPLIER AND APPROVING AGENT FOR ISSUANCE OF A COMPLETED R. BLUFF = b5'-O" (PER 5.G,D.H.5. 5TANDARDS FOR APPROVAL OF PLANS AND GONSTRUGTION FOR SEWAGE DISPOSAL O F SEATED GHEGK VALVE IMMEDIATELY AHEAD OF THE RPZ TO HOLD WORK5 APPROVAL. DOH - FORM 1013 HAS BEEN DESIGNED FOR BOTH THE _ SYSTEMS FOR OTHER THAN SINGLE-FAMILY RE5IDENGE5) z W H. INSTALL A 50 T SE 5, 5EPTIG TANK = 8 0 THE PRESSURE CONSTANT TO THE A55EMBLY IN TIMES OF FLUCTUATING SUPPLY CERTIFIED TEST RESULTS AND THE DE5I6NER5 CERTIFICATION OF THE NOTE: LEACHING POOLS THAT ARE PART OF THE a) A HOUSE CONNECTION 15 DEFINED AS THE PORTION OF THE GRAVITY SEWER LINE WHIGH EXTENDS z m H- PRESSURE. INSTALLATION. PROPOSED 'TYPIGAL CLUSTERED DISPOSAL FROM THE FACE OF THE BUILDING TO THE SEWAGE DISPOSAL SYSTEM. \ I I O � I. IF THE DISTANCE BETWEEN THE WATER METER AND THE DEVICE 15 GREATER THAN 10 G. AFTER ISSUANCE OF THE COMPLETED WORKS APPROVAL, THE ASSEMBLY MUST SYSTEM' ARE EXEMPT REGARDING LEACHING b) THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF GA5T-IRON SEWER LINE EXTENDING THROUGH � FEET, ALL EXPOSED PIPING 5HALL BE STENCILED "FEED LINE TO BAGKFLOW BE TESTED AT LEAST ANNUALLY BY A CERTIFIED TESTER WITH THE RESULTS POOL TO LEACHING POOL REQUIRED SEPARATION THE FOUNDATION. I I APPROVED B PREVENTER - DO NOT TAP" AT 5 FOOT INTERVALS. REPORTED TO THE WATER SUPPLIER. DISTANCES. SEE 'TYPICAL CLUSTERED DISPOSAL G) HOUSE GONNEGTIONS SHALL HAVE A MINIMUM DIA. OF 4 INCHES,UNLESS OTHERWISE NOTED. J. A SEPARATE SHUT OFF VALVE MUST BE INSTALLED 5Y5TEM' DETAIL BELOW FOR ADDITIONAL d) NOT USED \ I PLANNING BOARD K. PIPING MUST BE UNBRANGHED AND UNOBSTRUCTED FROM RPZ DEVICE TO MAIN. QUESTIONS OR COMMENTS: 5PW5P®HEALTH5TATE.NY.U5 REQUIREMENTS, e) HOUSE GONNEGTION5 5HALL HAVE A MINIMUM PITCH ON ONE-QUARTER INCH PER FOOT. M � 111. DRAINAGE <MAILTO:BPW5P@HEALTH.STATE.NY.U5> TOWN OF.,SOUTMO D E : DRAINAGE FOR BAGKFLOW PREVENTION ASSEMBLIES SHALL BE PROVIDED FOR ALL RPZ REVISED: AUGUST 2008 f) SLIP RING GONNEGTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST IRON JOINT. IF REQUIRED, A FLEXIBLE PVG COUPLING WITH 5TAINLE55 STEEL BANDS MAY BE USED TO CONNECT 6"m OUTLET INSTALLATIONS. DRAINAGE SHALL AGGOHMODATE DISCHARGE DURING TESTING, GA5T IRON PIPE TO PVG HOUSE CONNECTIONS. THE FLEXIBLE GOUPLING AND BANDS SHALL PIPE FROM. DATE DRAINING OF THE UNIT AND FOR RPZ RELIEF VALVE 1?I5GHAR6E5. CONFORM TO ASTM G1173, GREA5E A. DRAINAGE CAPACITY 15 SIZED TO ACCOMMODATE BOTH INTERMITTENT DISCHARGES ALL HOUSE GONNEGTION5 SHALL BE PROVIDED W/ A GLEAN-OUT AT THE FACE OF THE BLDG. TRAPfi s. AND A GATA5TROPHIG FAILURE OF THE RELIEF VALVE. B. DISCHARGE FROM RELIEF VALVES 5HALL BE READILY DETECTABLE TO MAINTENANCE HOUSE GONNEGTIONS SHALL BE STRAIGHT. THERE SHALL BE NO BENDS IN SEWER LINES TO THE i PERSONNEL EITHER VISUALLY OR BY MEANS OF WATER LEVEL ALARMS, FLOW SEPTIC TANK OR 6REA5E TRAP. IF BENDS ARE UNAVOIDABLE, THEN THE FOLLOWING ADDITIONAL SEPTIC TANK - 1200 G ___ST III -less INDICATOR LIGHTS, ETC. CRITERIA SHALL APPLY: 5GALE: NOT TO SCALE O • iY N NOTE5: °� -FINE GRADE �� �c N Southold I. ALL CONCRETE CURBING,51DEWALK5, AND DRAINAGE STRUCTURES SHALL ;;'e ;;, ''•, Qo� dos BLUESTONE CONFORM TO PLANNING BOARD STANDARD DETAILS AND SPECIFICATIONS. s4� 'BINDER COURSE 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 4b HOUR5 IN °...)': ?) :'•:t•:•:: ` '.:'C{::::i: '. •.: :: fit. r•h N BASE COURSE %� � jj fi� � i/ j\/ � % j \ \ i��7j o a a a o a COMPACTED BASE GOUR5E-�4"STONE BLENE)OR GRU5HED GONG:/ ACKERLY LANE E ADVANCE OF ALL GONSTRUGTION. , ,,, \�,\ \ .` 3. LOCATION AND GRADES FOR CURBS AND WALKS TO BE VERIFIED WITH THE TOWN o =F,;i•, '' BASS%//%//%\//i\//i\///\\//%�/%//i\\T\/�\//\ OF SOUTHOLD HIGHWAY DEPARTMENT,S.G.D.P.W. OR N.Y.5.D.0.T. PRIOR TO GONSTRUGTION. z �\ �< 4. ALL TRAFFIC CONTROL DEVIGES i.e. 51GNAL5,5IGN5 AND PAVEMENT MARKINGS. �� II °O� JOCKEY CREEK D PROPOSED 5AWGUT 0 EXIST. E.O.P.WILL R ;° !k!' ;!• f N p. SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE NEW PORK C,p o GRAVEL ROADI'WAY PROVIDE A UNIFORM INTERCONNECTION STATE MANUAL OF UNIFORM TRAFFIC, CONTROL DEVICES AND AS DIREGTED BY THE II ' '_' PAVBIENT SECTION PAVEMENT SECTION (MINIMUM T'HIGKNE55) 51T1= °'' ` (MINIMUM THICKNESS) COMPACTED WEARING " W/NEW CURB GUT THAT WILL NOT .� .x �.. � :' TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. LOCATION ASPHALT CONCRETE a INTERFERE WITH EXISTING STORM WATER' " 5. CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL DEVIGES, LAYOUT ousrE AVE �. COURSE-9'4'BLUESTONE 2 I/2 , BINDER COURSE FINE GRADE FLOW ALONG THE GUTTER LINE. ,FNP FANG. AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF SOUTHOLD DIV15ION OF g ?" COMPACTED BASE COURSE (EXISTING BANK RUN OR 6' GOMPAGTED BASE 4' M0N.0.3'E. TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF BEGINNING SUCH WORK ALONG Acyl ;;.V,,, s , OTHER 5UITABLE MATERIAU COURSE To �itiG ADJACENT PROPERTY TOWN ROAD. ° �/4" STONE BLEND OR P FINE GRADE 501E BASE - CRUSHED CONCRETE kV� PROPOSED ASPHALT O 6. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTER5ECTION IN i,• It, �� DRIVEWAY ACCORDANCE WITH AA5HTO REQUIREMENTS. �y � ,y a,t, z c N/O� �. ANY SITE PLAN ROADWAY IMPROVEMENT PLAN AND TRAFFIC MITIGATION PLAN r J;:.. -L " " "i. , , MARIO ARMINIO B SHALL REFERENCE THE OTHER ON EACH AND ALL PLANS SUBMITTED A5 PART OF o BLUESTONE TOWN H 1 C HWAY SPED 1 F I CATION �� s LINDA ARMINIO '� v � THE TOTAL APPROVED SITE PLAN APPLICATION. PARKIN 6 FIELD SEGTI ON ASPHALT ROADWAI�' � x 9�9, NO SURFACE WATERS WITHINq°� . � ���. x � 57� 300 FEET OF PROPERTY LINE � P, -/ FA° p0 Bey View NOT TO 5GALE NOT TO SCALE r �(- 1� : Sz ° ° ou ENT ERANGE BETWEEN EX. E.O.P. AND �� �� :. UA N N N W/ASPHALT,PROPERTY IUSE TOWN HIGHWAY PAVING .' .. O ADJACENT PROPERTY ��'•' LOGAT I ON MAP: SPECIFICATION5,THI5 DWG. x. ,. Z4.O�• ., 0 O NOT TO 5GALE _ _ _ _ _ .11 FND NAIL ROSE�AHM d A5PHWLT CONCRETE-TYPE b. ::::..:.: ::::..:.:.';::::' ....': x , PROP. METAL LANDSCAPE / ~� \ RIGHARD J. 5AHM ASPHALT BAee couRSE� ^ PROPOSED BELGIAN BLOCK ^° O EDGING,(TYP, PERIMETER OF OQ IN TREE PROPOSED SITE PLAN• CURB ALONG DRIVEWAY, / 1 -' .'� 'I/.•' � BLUESTONE PRKG AREAJ `� TANDARD IPROGT/OW \i SEE DWG No.5 w+r O (�yy�• % STONE BLEND BASE-g5AS GOMPAGTION(S cep: c0 l`Z/ NO SURFACE WATERS WITHIN SITUATE AT: \\\\\\\\ \ \ \� \ ��s� n- Q 300 FEET OF PROPERTY LINE �OUTHOLD Y EX.3b"� UA r-q�b�` 0 �c�ro , T'�FOWN �K GODUNTY, NEW PORK HRn x Oq��ti uGTM NO.: 1000-bq-O6-03 AND 04 e� A,2 xy ONING DISTRICT: 'B' GENERAL BUSINESS UM PAVEMENT 5EGTION (MINIM THIGKME55) , 0 � LIMIT OF EXISTING WOODED :•.URRENT USE: VACANT ASPHALT CONCRETE I I/2" Al: o x \ O ����w��� AREA TO REMAIN 76 WEARING COURSE o �, ROP05ED U5E: LIGHT INDUSTRIAL SFJ= DWG No.5 FOR GURBIlt3,METAL EDGING ?� PR 05ED. � x � % I EMA FLOOD ZONE: N/A ASPHALT GONGRETE 2 I/2" AND MI5GELLANEOUS DETAILS BINDER COURSE �•� EX,18,10 QI ESTON w HRD�" �• ,ITT= DATA: EXISTING: PROPOSED: " .' �.'!�/ . / . ' . � x� ma's. �s } STONE BLEND BASE 4" o i. KING v. S !`AREA OF SITE: 3q,432 S.F. N.G. NO 5URFAGE WATER5 WITHIN ` ``O ° ,o / G-RATE ��0 , \ 1 •�/' BUILDING AREA: (O.g05 AGE DRIVEN 7'�Y/�/'ARK 1 Nl.� AREA 300 FEET OF PF.JPERTY LINE O / o� �.. /\' SD/ �ORAATE. � � x� / PROPOSED BLDG N/A 2,880 S.F. PAVEMENT SECTION rk or, & /. . 1 . C ' �•A° x FND F.AR. N/A 0.0-13 (1.3%) NOT TO 50ALE PROP. M,L'TAL LANDSCAPE �• UA L' q.,' '. �. �� 'Sj°/ ,� GONG.MOM. �O q i 1 h • I�•IPERVIOU5 SURFACEDOES NOT INGLUDE BLUE5TONE AREA) • EDGING,(TYP,PERIMETER ,oax 5D Pam''•' s � ( m Y GRATE p;5P#IALT, ':• ,v �� \ 1 XISTING AREA: 0.0 S.F. (0.09b) v OF BLUESTONE DRIVE) .' PAVEMENT EX.24°1 PROP05ED AREA: 6,112 S.F. (15.50%) .... \� x ^ :� '.. ✓ x UA HRD WD • � >�T x 'Q . ' � ' • .1::.: .. ti • � . .. • . .• .. uo�' . . • .: ' ARK I NC REQUIREMENTS: W cv UA 5D PROP. 5b -r�.' . . ® : .. : - . .GRATE / x ��+ "rROPOSED BUILDING SITE PLAN BASED a r' GRATE \ `ate' . ..•• aj \5D ` ' �� �S%��r�'. ,_.iGHT INDU5TRIAL = ON ORIGINAL SURVEY BY: �J U2 ' r ( ®', .) .BLUESTONE. '' 1 5P/500 FT GROSS FLOOR AREA NATHAN TAFT GORWIN III 0 \. q�x . DRIVE � •�• .. •-� • '� � In 3 ' :.. :'• '' s . EX WO �/ 2,bbO 50. FT. /500 FT/5P = P.O. BOX 16 X ZONING INFORMATION: '°° � -� : _ x a o, °'� �P NRD"'D E� SPACES REQ'D JAMESPORT NY IIg47 W o, car ��- � 0 TEE: 631-121-2GXi0 I--u.� �9 < GENERAL BU51NE55 'B' ^�;�, a', PROPOSED I ".�. '.'.� ;, . /.. ' ,Q ,�, i $LDGVR : 6.RTE \ / Ex.3o°ro I'f SPACES PROVIDED DATE: 12-02-2CJ11 �-I X Z LOT SIZE;30 S.F. MIN 9a. �, BUILDING 6 +' :' :��\'•`�D ✓ PROP.: . ' :`' i • ® ' 1 ? HRD wD 0 1 I +.,' REV: OI-O6-20112 : ,�O FND , IOr ASP ALT. o, b. J. IwGLUDING (2) HANDICAPPED SPADE 5GALE: I"=20'-O" Ip EXISTING: 3q,432 SF. (OAO5 AG) GONG. F.FL•EL. = 12A4 ^ ' �p .. PAVEMENT '. ' A ' �O V M PROPOSED: N.G. /MOM. x � AREA = 2,880 S.F. p vo s� •T DATUM: NAVD Ig88 ►n �/.•• ' Z 4. Q 3 r (0 c-zNNER5• PIP ,. ` LOT WIDTH; 150 MIN ;/ PROP. DUMPSTER LOG. S\ / I:'EITH AND MARY VONEIFF APPLIGANT: E...l D_ EXISTING: Ibl.lq' t 242b4' SEE DTL, 5HT 2 . ` �" ':..A'TINUM EAST PROPERTIES, LLG MORTON BUILDIWGS cQ l�x . . \. O ,K,r� 05E J UA EX 14"m rr� PROPOSED: N.G. 0 10'MIN /' O. l :::� ONE ' � -� I h PROP. HOUSE CONN. W/GLEANOUT, ��� GUTGHOGUE,22555 COX LANE, UNIT No.4 FOR NOTES AND INSTALLATION . 'ARKING. / NY I Ig3'� N N LOT DEPTH;150 MIN 1. • > u x o I b31-734-4060 REQ'MTS SEE DWG NOS �. x NO 5URFAGE WATERS WITHIN P(> EXISTING: 163.12' PROP. I" RPZ LOCATED IN CLOSET / " '�(� /�� LP, xy�•. 300 FEET OF PROPERTY LINE PROPOSED: N.G. OF F::0POSED BUILDING, DRAINAGE O LP PIPIN,5 TO PENETRATE EXTERIOR WALLo� �. ( -1 FRONT YARD SETBACK;23 MIN OF B�DC-. SEE DWG No.5 FOR DETAILS �� ` g. �� o,'' LP 1 14 \. ^ �0 •_.{�I TARY 5Y5TEM GALGULAT1 ON5 e LU (5EE FRONT YD SETBACK GALG.,THI5 DWG) AND INSTALLATION REQUIREMENTS. I ` c.o. �� O �� \ 1 / �v' �� OWABLE FLOW (DEN51TY): EXISTING. WA U�jC " T A sT LF UA i; GRANDI ATER MANAGEMENT ZONE: IV PROPOSED: 3q.8' t5� pt•N I O O I �LP p x >/\.�+o, ALLOWABLE FLOW FOR 51TE = 600 6PD/ACRE ENGINEER: REAR YARD SETBACK: 35'MIN _ 10L, t�KGod 04+1><a �09 J / �\ t O ` 51T_AREA = O.g05 AG W Y ``� EXISTING: WA V�s��_' °„a�2o 51V ee �� �� \� 0 F �fr (600 GPD/AGREXO.g05 ACRES) = 543 GPD ALLOWED ��� O r O �. Qur PROP05ED: 65b' G� Z cJC e /�/ EXPO F / EX. 4✓ '� O / HRD NO �:,;IGN CALCULATIONS: Q� / ds SIDE YARD SETBACK: 25' MIN o 1 LP / is- EX PROP.METAL LANDSCAPE �c -� •:1 �� �� �� ' uT ITV pF':P BI)I!DING; DEN. INDUSTRIAL (0.04 GPD/SF) �L r NOTE: O i EDGING (TYP PERIMETER OF E THE TO.SOUTHOLD PLANNING BD HAS AGREED TO A 15' �� }O �T� , / ExP�`1\LP / �- x.Fri '•q� �(:)O S.F. X 0.04 GP.D. = 1152 GPO ` ca 6p \� O HYDF ANT BLUESTONE PRKG AREA) TRANSITIONAL BUFFER, THERE MUST BE AT LEAST 10 ��- '4 � � � � LP / UA/ TL PROPOSED SAN FLOW h�� Q BETWEEN A BLDG AND THE BEGINING OF A BUFFER N/O/F ,N / PER T.O. SOUTHOLD PLNG BD IN LETTER DATED 5OUTHOLD PARK P15TRIGT L ' v oT o`er x �_2 .�x�� � '.. . 5�I'TIG TANKS: LEACHING POOLS: CFO A�OF�`74 ��\'� O1-24-12 R 115.2 GPD X 2 = 230.4 GAL REQ'D 1152 GPD / IS 6PD/5.F. = 16S SQ.FT. EXISTING: N/A NO 5URFA6E HATERS WITHIN e :' V 1-&'0x4' E.D. = 1,200 GAL. USE (b) 10'mx2' E.D. = 300D SOFT PROPOSED: 10' 5ETBAGK FROM 15' BUFFE=R 300 FEET OF PROPERTY LINE PROPOSED v' (MA. REQ'D FOR COMMERCIAL 5Y5) (TYPICAL CLUSTERED DISPOSAL SYSTEM FOR JEFFREY T. BUTLER, P.E. I WATER SERVICE Gj NOTE: MAINTAIN A 5% GRADE WITHIN 20' OF TE5T HOLE A S.WIZH-HIGH GROUNDWATER CONDITIONS)) 51DE YARD 5ETBACK CUMULATIVE: 50'MIN NO WELLS WITHIN 150 FT OF x �.` ` : 5EPTIG SYSTEM (EQUATES TO I DROP IN C, PROPERTY LINE � � BY: MGDONALD GE05GIENGE F � ����� � J EXISTING: WA x� �, ELEVATION OVER 20' LATERAL DISTANCE) BOX 1000 SOUTHOLD, N.Y. Ilq-fl �•.� O PROPOSED: 135.4' b31-765-3677 PROP05ED SANITARY SYSTEM DATE: MARCH 01, 2012 SEp �B�z f = v LANDSCAPE AREA: 35RS MIN (13,801.2 S.F) I -� PLAN TYPICAL CLUSTER D15PO5AL 5Y5TEM EXISTING: 3q,432 S.F. (100%) FND GONG. USE: EL.qb' GROUND LEVEL 0' .S(l�l'•CO.HEALTH SERVICES `� �+ N LX �- MON.0.3'N. 1,200 GAL.SEPTIC TANK (b 06 H,4 ED) AND OFFICE OF N"ASTEriATEn hq��•• z O LL O CD PROPOSED: 24,611 S.F. (62b�) I • LOT COVERAGE: 30�MAX (11,82gb SF) -�` PROPOSED (b) 10'0x2' ED LEACHING POOL .. ' ^� ..^. ',''�` �_: : „' „ I (ALL COVERS TO 6RADFa MIXED FINES AND SAND � EXISTING: 0.0 S.F. (OS5) - �G�2' I WATEk METER FOR LU DETAILS 5EE DWG NO3 w Q Q CQ PROP05ED: 2A&O S.F. (13%) 20 10 0 20 40 60 `� V` EL.6.8' 3.0'BELOW GRADE (v � � � � � Z } IY O In I- �G�O PROPOSED POINT OF GREYISH BROWN CLAY(GH) I � � � � � BLDG HEIGHT: 35 FT. /2 5TY'S MAX C�RP�P{iIG SGf�LE I'� = 20 -O" Lh< a �02� �� x GONNEGTIO}N TO WATER MAIN EXISTING: WA \� 00 Water Line L.45 5.0'BELOW 6RADE r `O�� p-1LU �/ CL PROPOSED: Ib'/ I STY (S) MUST Be Inspected B PALE BRN FINE TO v $utfolk County department of Health 3ervic� _I Q Suffolk County Dept. Of Health Services. MEG).SAND (5P) Approval for Ca nstructian-Other Than Single Family Z Call e52-5700, 48 Hours In Advance, E .-0.4' 10.2'BELOW GRADE ToSchedu!eInspect,on(s) IteferenceNo•Ct0- �a-Epp V� z `I HANDICAPPED NO PARKING HATER E PALE ' P g BRN FINE TO MEDgb OW - O LEGEND: `.,� ' PARKING SIGN ANYTIME SAND(SP) +�e1s1 - ^ O >,�•: ' EL.-T2' I1.0'BELOW GRADE p �ave n reviewed for < O�'liesr lan , �:k "unt3' Department cnforman with Suffolk L/� -1 - J PROPERTY LINE He taridaTda Ll_ O 3 t, r�# a , v' F�L :,; r .' A �kt, x t Of Health GROUNDWATER ENCOUNTERED •+PPIy and sews a disposal.te Re ardleas E�f any to water l� Q 1.1..1 t.L $ DEMOLITION "F, Y, Tr ,s,x ."r*vy114, . " •r, < .� _ 102' BELOW GRADE .:Co 8 :{• � . o. > ADJACENT PROPERTY DISTANCE TO RESERVED nsiatencies or lack of tail g y emissions. u- a m �• ;icurdanm with the attached , Construction dII is required W in ' hermit condi4onK -1 E LL 5ANITARY 5EI^ER DESIGNATION STRUCTURE fFRNT YDJ r, expires 3 e �L y hY the De me This approval if 1 4a y PARKING xtandards unless w and •�¢Plicablr a/ v B WATER SERVICE ,3� u .^4 b ' y ® 16' e i Yea"fm�m al xts ded � y¢� � ' + A, ;.� - �,,,�...�. SHEET INDEX: •� ��' tr '� ry�a�'d. . rod',4(� �.°�.a Y�;:r -�-r ;,. �dFe approval ,unleSa e � O Z .. EXISTING WATER MAIN wl .•r, x f.0 o :.tad , ts. ;,x 1 - n or renewed. °,, 3O 5 I 51TE PLAN 5D SD r4wl `,. A4 i s' ,� '. `! ` "'; `r ,�Y ¢ k ' RBVI ~ STORM DRAIN x , . .< Y� t:•., AVG,FRONT YD SETBACKS OF ADJACENT N 5-2 GRADING AND DRAINAGE PLAN Approval Date 7 ? m Sr; y , ,I , a " 5-3 LIGHTING AND LAND5GAPE PLANS (� a � , " ' �P ,,< >s PARCELS = 23-0 S-4 EROSION CONTROL PLAN 8 FLOW ARROW a; rt� �,, ' a ," ' : P , _° �r ��s� '; , µ 5-5 DETAILS nE� S ?k, pj ;.e{" pf•x _ y 'itr+ 9 >�° rt / Water Li STORM DRAIN GRATE COVER ® s E TOWN OF 50UTHOLD ZONING CODE: ( ) M,SST Be Inspected ®y 7 ' �f � `�" _ ARTICLE XI GENERAL BUSINESS(B)DISTRICT P4-6 Su County /O ~"ehkah'�vt A, �.i,y�- m�6� z 9 '`h Y'A.4 CRY," ' ,,, ,'f+ r n.w, f h- ' , fk Co W � � ,.., 8'-0:: 8,_0,:: 8:_0„ tY Dept. Of Health ANK 1 xN+ 'F„ f ;y M 7 °r SECTION 280-50 FRONT YARD SETBACKS Services.E 5EPTIG T ` ,� , a lk« .; � :• �, ; x , n. Rr N3> N.Y.S.D.O.T.) Calf 852-5700, 48 Hours In Advance, PAGE : A. 5TRUGTURE5 SHALL BE SET BACK AT LEAST 100 FEET C SCOPE OF WORK. w tkfi r , }, �: r ' To Schedule Inspection/s a LEACHING POOL ` O M," ,,.• 'i s,, , y c FROM THE RIGHT OF WAY. (SEE SITE PLAN FOR LOGATIOW t �• k k '� , , TYPICAL PARKINQ-DETAIL / • �,.• } f - B. THERE SHALL BE AN EXCEPTION TO 5U65ECTION A IF r ' � x NOT TO 5GALE HANDICAPPED I. BUILD PROPOSED SHOP. : +. a 2ry�, r,r� `r q"n�'a t pp '`"� THE ADJACENT PARCELS ARE DEVELOPED, IN WHICH PARKING SIGN 2• PROVIDE PROPOSED SANITARY WASTE o sr r a a - p `-'•.✓.f' ,' a� , ,o+ M;.,,.V....:t„ ffi.3e�: da.e a,.. S€, sy,, EXISTING GRADE x 6,0 "�< CASE THE MINIMUM FRONT YARD SETBACK SHALL ; NOT TO 5GALE SYSTEM, WATER SERVICE AND RPZ. BE THE AVERAGE OF THE SETBACKS OF THE FRONT YD SETBACK GALL. 3. PROVIDE PROPOSE? PARKING AREA ti TEST HOLE -�- � � ADJACENT PARCELS. 4. PROVIDE LANDSCAPING, STORM DRAINAGE, FINISHED FLOOR ELEVATION F.FL.EEL. = SEE SOUTHOLD TOWN ZONING CODE ON RIGHT LIGHTING, FENCING, ETC. SGDHS AE'�'RO�/AL AREA: 5GALE: NT5 of 5 in 0 to N N O N ' LEOEND: STORM DRA I NAC E GAL.GULAT(ON: www.dlgnotnycil.com or NOTES: VOLUME = AREA x RAINFALL x COEFFICIENT PROP. • ; : � of HMY01T CIfY www.can811.com PROPERTY LINE FLOW ARROW \ I. ELEVATIONS ARE REFERENCED TO N.A.V.D. Ig88 DATUM for other states ' � RAINFALL = 2 /HR. = O.ib7 &�OHG IS�A� COEFFICIENT OF ASPHALT = 1.0 ASPHALT' ( ) o DEMOLITION • • • • • • • • • ' • • ' • ' • • ' STORM LEACHING POOL l ® � COEFFICIENT OF BLUESTONE = 1.0 PROP BOO'272-��80 811 COEFFICIENT OF ROOF = 1.0 SANITARY 5EWER 55 SEPTIC TANK BLUESTONE z \O / PROPOSED ASPHALT PAVEMENT = 5,232 5F `n WATER SERVICE LEACHING POOL ` 0 3,232 5.F. x 0.167' x 1.0 = 540 OF By law,excavators and contractors working in the For safety reasons, homeowners are strongly PROP. BLUESTONE PRKG AREA = 8,643 5F five boroughs of New York City and Nassau and encouraged to call as well when planning any EXISTING WATER MAIN w EX15TINO CONTOUR —b— 8,643 5.F. X 0.167' X 1.0 = 1,443 OF Suffolk Counties on Long Island must contact type of digging on their property.Homeowners g PROP. ROOF AREA = 2AbO 5F DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by g STORM DRAIN 5a 5D PROPOSED CONTOUR b 2,880 S.F. x 0.16-1' x 1.0 = 451 OF but no more than 10 working days(excluding calling 811,the national call before you dig z f weekends and legal holidays)prior to beginning number.For excavation work completed on a TOTAL VOLUME: any mechanized digging or excavation work to personal property,it Is the contractor's EXISTING GRADE x 6.0 TOT + 1443 OF + 481 OF = 2 464 OF 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 PROPOSED GRADE X 6.0 TL VOLUME REQ'D = 2,464 G.F. locate requests online,through ITIC.If you do not digging is free of charge. USE: currently use ITIC,please call 1-800-524-7603 q (g) 12'(Px3' DEEP LEACHING POOLS for more information. ~ PROP TOP d BOTTOM OF CURB TOG 56.00 VOLUME PROVIDED = 2,723.76 OF PL BOG 5650 PROP. TOP OF COVER TOG 65.2 N N � so PROP. TOP OF GRATE TEST HOLE \vS'D DD r�ulZVl� '� „dPOW i FINISHED FLOOR ELEVATION F-FL.EL-. _ .� " �Z +� 1� ACKERLY LANE riri►► C�V� PROP05ED SAW-,UT 0 EXIST. E.O.P.WILL PROVIDE A WNIFORM INTERCONNECTION � CAST IRON FRAME AND COVER TO GRADE W/NEW CURBS GUT THAT WILL NOT / CAMPBELL 11b2 G OR APPROVED EQUAL x FINAL GRADE I SEPART1ON D15TANGE INTERFERE W'dl TH EXISTING STORM WATER12IN. FLOW ALONG THE GUTTER LINE. FND•GONG. MON.0.3'E. a" THK GONG REGiU I REMENT5 FOR 5TORMHATER q- % SEE DWG NoS FOR CURBING,METAL EDGING ® ® ® ® x o ® COVER ,744, ' T ® ® ® ® ® ® LEACH I NI 5TRUGTURE5 ,AND PI PI NC ��" o.o PROP05ED ASPHALT AND MISCELLANEOUS DETAILS o ® ® ® ® ® ® HORIZONTAL SEPARATION Di5TANCE5 FOR STORM . a 10>5 DRIVEWAY N/O/F 3' MIN. ® ® ® ® p ® ® 3' MIN. ® ® ® ® ® ® DRAINAGE LEACHING POOL5: . ��4� / °� eoG Io25 A S MARIO ARMINIO d ® ® � ® � ® ® WRAP STRUCTURES ' - �y�/ j 1 LINDA ARMINIO r PROPERTY LINE = 10 MINIMUM •� /.'.:•. ® ® ® ® m ® ® WITH FILTER FABRIC BUILDIN65 WITH CELLAR = 10 MINIMUM �9�9/ ® BUILDINGS ON SLAB 10 MINIMUM NZ , X - 3 R �•/ ('(� WATER SERVICE LINE/LATERALS/MAINS = 10' MINIMUM 011 z UNDERGROUND UTILITIES = 5' MINIMUM ENTERANGE BETWEEN EX. E.O.P. AND �,`�'�`�. • PROP. PAVEMENT AND ROOF 12'-0" DIfAM. SOIL SANITARY LEAGHING POOLS = 20' MINIMUM PROPERTY LINE SHALL BE CONSTRUCTED.. -/ W N iv PUMI P-_NATION = 5MINIMUM IN ASPHALT,USE TOWN HIGHWAY PAVfIi�G DRAINAGE LEAGHING POOLS f GND WTR GREASE TRAP = 5' MINIMUM SPECIFICATIONS,THIS DWG. ° (3) 10cD x 13 LIQ. DEPTH' 1-- ` C MANHOLE = 5' MINIMUM 10 PROP. METAL LANDSCAPE .</ (Y1 BOG 1025 T00 x FND NAIL E 5A n DOLLAR MAkTERIAL� 6" MIN. �a a.a' oG Ioie �o ROSE SAHM b PRIVATE WELLS = 50 MINIMUM PROPOSED BELGIAN BLOCK . .•:/ , :. �•.q.�6.•, t30G IO28 , EDGING,(TYP,PERIMETER OF O � iN Tree/� RIGHARD J. SAHM (PENETRATION RETAINING WALLS = ID' MINIMUM CURB ALONG DRIVEWAY, l , ° X BLUE5TORE PRKG AREA) RATABLE 501E G TANKS BELOW GROUND) = 20' MINIMUM SEE DWG Nos �' '19�' �O� / �� W m X FUEL STORA E ( 50, • F °O / �i2 HORIZONTAL SEPARATION 015TANGE5 FOR STORM 'n/ O UNDERLYING SAND AND GRAVEL STRATA a \ /STD �c / / 13 LU 1I- t NA N- EAGHIN ` X Z �w TOON5 �. ,:. ..X ►� O DRAT GE NO L G STRUCTURES: :. ? � 14)�S WATER SERVICE LINE5/LATERALS/MAINS = 5' MINIMUM Sr - P BOG IID 4'` `+ 1.COLLAR DEPTH 15 NOT REGlUIRED WHEN(RATABLE MATERIAL EXISTS FOR RILL DEPTH. UNDERGROUND UTILITIES = 5' MINIMUM L(l 2.COLLAR MATERIAL SHALL BE CLEAN F,IRAVEL OR BANK RM, �e 123 14� xis s S 3.ALL DRAINAGE STRUCTURES MUST BE WIRAPF'ED WITH FILTER FABRIC. 4 x X A �o R O LU � VER7'CA SEPARATION DISTANCES FOR STORM <c �h / \ 6° (� L DRA1IF!AGE LINES: P 05ED � STORM LEACH I NC POOL. (5D� " �� > o WATL�t SERVICE LINES = IS MINIMUM 12A ESTONE P KING AREA X SANI';•ZRY YJASTE LINES = 18" MINIMUM xN.97 '.�. TOG / x� SCALE: N.T.S. O / O •CRATE t NZ X� / J LU 'ROP. METAL LAN05CAPE _ q.,' ��. ' II TOG �° , '� FN�MON. . . . I— V&IN5,OYP,PERIMETER / \� " �5D '�. RROP. . Ib.65 S�:•: ��. / v' . . �� BLUESTONE DRIVE) GRATE ASPHALT — �� \ ' ENGINEER: TOG PAVEMENT ..� / x12.11 12.03. 12.13x : , 2A2x �U' X I 15.0 _ . 0 �4. TOG TOG . .. 227 T'� f / �`I T eU 04. Sr i. T fit, 't� < 7- .�OSLb GYR':/ �; .GRATE '� o.: N IIb5x !/. x ,e c 1 > xnr�• t, [C 7 19) 0 / _ ®� BLUESTONE. 12 2 `�� � . . \ 5D 12 2T � t�Tcy/ r w X TOG DRIVE '• 9� ..' / ji4J �l+ ,XIb3' sa' Nb5x p �C/ r -�:s: : _ �T !d _ fr x12.47 Gy ^o.� PROP05ED I SLDGVR.Q3 �. � \ 1O FND �( � BUILDING 6 ` 'PROP ® TOG O _ a o U. I F.FL.EL. = 12.g4' O. r45PHAI,T. 11.8b IIb9 . 1230X / n� JEFFREY T. E3UTLER, P.E. 0 ' PAVEMENF ' 0 O / V MON. xl � AREA = 2,880 S.F. I � f•�' Z�o " . J 12.13 a Lo 2 X ua PROP05ED .. Q O F- �C� l' :0. .1 • • BI UESTONE 12.14x (n 24 x1224 _PARKING.AREA ' $1 o -� � X 12 % X�z,. x ' . '�- O u- m A2215 LPG .. _ e LP /` w (, Z W c�j O J \x1236 \ �/ �• I J O X.i �0 OO / ✓ X ti v Z o � �LPO / ' . ' l j (Y [L LU EXP l ALP EXP. TILITY PROP. METAL LAN05GAPE ^�1\0 I OF AZ ExP L .>1 O OI NO / [3LUESTONE PRKG � O/ LP � � p _j JO „1� 5OUTHOLD PAOR< DI55TRIGT �� \� ' CIL LL O o � � � � . • ����nP �.' NOTE: MAINTAIN A 5� GRADE WITHIN 20 OF Q� � # � o � i� SEPTIC SYSTEM (EQUATES TO I DROP IN Ur O N PROPOSED X / ELEVATION OVER 20'LATERAL DISTANCE) ►� I" WATER SERVICE l!� — i/ / PROPOSED SANITARY SYSTEM ~ 8 ` COVERS TO GRADE, FOR 5�5TEM Q Q) a X INFO SEE DWG No.l z w " • �o / p L 8 / F v FND GONG. \ry MON.03N. / N!" W PROPOSED PAGE : G`� I" WATER METER �I x GONN�GTION POINT O WATER MAIN O D I '�I`� AND DRAINAGE PLAN �° r7T7" rn 77-7 2 ti 20 10 0 20 40 60 80 100 GRAPHIC SCALE 1" = 20'-0" o of 5 m o U • y I • I i N_ O N GREENBRIARO WALL SCONCE (Various reflectors are protected by U.S.Patent No.6,464,378) Calculation Summary N ACKERLY LANE HOUSING-The aluminum housing is BALLASTS/ELECTRICAL COMPONENTS FINISHES-Each fixture Is finished with Label Cale Type. Units Avg Max Min Avg/Min Max/Min available in two sizes and Is a rectangular -Electrical components are factory- LSI's DuraGrip®polyester powder coat Galr pts I l luminance Fc 0.45 1.5 OD N.A. NA. shape. All mounting hardware is mounted in housing and prewired with finishing process. The DuraGrip finish stainless steel or electro-zinc plated steel, voltage specific leads which extend out withstands extreme weather changes o without crackin or e • � the back of the unit through a rubber g p eling,and is L.uminaire Schedule WALL MOUNT- A galvanized-steel grommet. This grommet prevents the guaranteed for five full years. Standard , ph universal wall mounting plate easily mounts directly to a 4"octagonal or entry of insects,dust,and moisture into colors include bronze,black,platinum Symbol Qty Label Arr mt Description LLF Lumens/ Arm. Lum. ,Arr. Watts J square junction box. An EPDM gasket the fixture, The need to open the fixture plus,buff,white,satin verde green, Lamp Lumens N Is supplied to be installed between the to make wiring connections is eliminated, metallic silver,and graphite. FV-CONG. g P I g thus making installation quick and easy. DECAL STRIPING-LSI offers optional color- e 8 A 51N6LE GBWS-FT-42-CFL-F 8 M.H. 0750 3200 1861 "45 mounting late and'unction box,sealing P MON.03'E. F the junction box from entrance of water. UL listed HID components with high- coordinated decals in 9 standard colors to rs�� The galvanized-steel universal plate power factor ballasts rated for-20°F accent the fixture.Decals are guaranteed Maintained Footcandle levels at grade. allows the fixture to securely attach to the starting. Compact Fluorescent ballasts for five years against peeling,cracking, o /, �9i�P� are Electronic Universal Voltage(120- or fadin . TOto I Project Vb 5 1 560 o z ti mounting plate using a unique clamping o 9 �' LT design which is locked into place with 277V 50/60 Hz)or 347V(60 HZ),0 F PHOTOMETRICS-Please visit our web site 1 o AR two hex-head screws. The universal starting, Compact Fluorescent factures w MARIO ARMINIO a at www.lsi-Indushies.com for detailed JEFFREY T. BUTLER, P.E. IS OT RE5PONSIBLE FOR SAFETY AND N /S LINDA ARMINIO plate permits the fixture to be mounted with UE(Universal Electronic)voltage are photometric data. SECURITY RISKS DUE TO I DEQUATE LIGHT LEVELS. THIS IS NOT � available with an optional dimming ballast In the uplighting position(listed for damp A RECOMMENDED LIGHT L OUT. IT 15 A DESIGN BASED UPON j locations)or downlighting position(listed for multiple types of controls such as THE 50UTHOLD TOWN C, = ARTICLE XXXXV,OUTDOOR LIGHTING 4 building lighting controls and occupancy 3,� for wet locations). g g g PROP05ED SCREENING ON NORTHEAST sensors.Available battery back-up of BB I a I •/.',• ' UA �'' SIDE OF PROPERTY A55HOWN DOORFRAME-The aluminum door frame (320starting temperature)and CWBB THIS IS NOT AN. LSI REI OMMENDED LIGHT LAYOUT. LSI IS with two stainless steel captive fasteners 0°starting tem temperature)are 120 or NOT RESPONSIBLE F R AFETY AND SECURITY RISKS DUE } } /. :::-" '' :`• (PLANTED ALONG AD.IAGENT ( g P ) t� iv ' 0 RESIDENTIAL PROPERTIES) SEE allows easy access into the fixture.'A voltage for U.S.applications for 26 watt TO INADEQUATE LIGHT N VELS. cN Oone piece extruded silicone gasket seals through 70 watt lamps. Consult factory 7 O PLANTING SCHEDULE,THIS DRAWING f� w0� the door frame against the housing. The for available wattages and voltages for O O `v FND NAIL R05E 5AHM d door swings open and Is held in place by use in Canada. i i GREENBRIAR 0 IN TREE a retainer, i 6 0 RICHARD J. 5AHM OO �0C LENS/GASKET clear tempered glass REFLECTORS/DISTRIBUTIONPATTERNS i, ' WALL SCiONCE O ions,which is sealed to the door frame 'Forward Throw{FTM,FT)and Type III { °O Q• with EPDM gasketing,is standard. An (3)reflectors are available on small and ;I IESNA FULL CUTOFF medium. Wail Wash reflectors Ex.36"m Up` O � optional polycarbonate lens is available MnM { HRD WD O To cy on most Compact Fluorescent fixtures. are also available on small. All are high • - O �, y �� performance,full cut-off distribution as Q� O ti SOCKETS-HiD lampholders are glazed defined by the IESNA(downlight position o� 0 porcelain,medium base for the small only). Photometric data is tested in 0��P LIMIT OF EXI5TING WOODED S ACKERLY LANE ;a '� 4 O �'�`�ti0 AREA TO REMAIN R6 fixture and mogul base for the medium accordance with IESNA guidelines. ° fixture,4KV pulse rated. The Compact Fluorescent fixtures feature a one-piece �0 thermoplastic socket. O O �6 LIGHT SOURCES-The fixture is designed to ♦♦ ♦ 0 /' operat`` Halidee with horizontal Pulse lse-Start Metl Start Metal uHalide Reduced, �� - EDP Y`r;''.,•cr 0� Ceramic Metal Halide,Metal Halide,High °� Pressure Sodium,and single,double FND GON ! Y�C��� ,r't'ir'• —,'•- PROVIDE STREET TREES,PLANT '�ry�� "' or triple Compact Fluorescent lamps. MON o3'E YjIS n " p° �. UA ��'`p� CO Lams supplied as standard-HID G APPROX.30 O.G. (SEE \� _.: ��• GONG.MON. (clear,shipped installed),and Compact I PLANTING SGH,THIS DWG) — \��o� Fluorescent(coated,4100K). � , �.0 EX.24"� EMERGENCY OPERATION-A variety of / j UA HRD NO Integral emergency options are available N/o/F m NIO to comply with Life Safety Codes which S MARIO UNDA AR MI NI O I m cri �,, require emergency lighting along theg'Qg 0 TFy;T oo path of egress on the building's exterior, / j �`� r UA c� ��+� so building occupants can exit safely. R5r, �T� N ° S�ti9, '. Integral Emergency Battery Back-up Q 1— �J\\ o .• options are available on Compact \, EX.14"m ♦♦ �/ Fluorescent units. Emergency Quartz / i ' HFD options are offered on HID units. Options / 00 for one or two 12 volt separate circuit(s), M for use with up to 35 watt Halogen ; FND NAIL m X ♦`�/ N/O/F [� txl 6 EX'�'0 -o"'J (�� lamp(s)are available on both Compact IN TREE ROSE 5AHM,d FND I O, HRD WD \O/\ n J Fluorescent and HID units. 10 RIGHARD J. SP HM X LU Z U_ GONG. I {/ L MON. 0co , �Q O 9 `'' UA EX Wo �'01 0� 760 I 6�•O, I ` ♦ Q.1�� .. / . . . .'�y�: bO' bO b O 'b Op o• Ob b Ob•''b'b O bO �\�����V�4� c6 b � bb1G O ba4 b bb b �-I -•,V_�n4-_1 ^`O V' Fla o. '�Y/' �/'�4�i�/O��O��YYI�4 I v, a \♦ O• Ob• • oO' •'Ob, • OO• Ob• Ob" Ob' , $ O Obo'' ob• 0 oO• V ` UA 0 0' o o' b0 WO b b0 L.. O� ��. o' O, Q• O, O.o• O 9 O O O d• o' OO O" / � •. Y V` O.b b b b b,b O O b a b'b'b b b of T o CO GONG.MON.END ENGINEER: EX.3O� Ef o o' b $• o b b. b b�b b b ,�. i 6 7 /o 0 0 0 0 ���• �Q W E HRD W� b b b —b(f b b b. b, UTI�ITY o' o o' o 0 0 0' o' o' o' o o' o h !G Q'♦ w to . 2 b b b b b a b b b' •b• b b �' ' .-• T. �Ur� • �' ,QI • .... .\ °\ �.♦.�� 5ff o• oC'pF,• .,O�..oG oyn,' ,'b:., , �b rn ur U' wf�„'' oOoOa' bo obObi..',' b'OObb' bo'OObb' bo'OO' obo OO'' bo'Obob'' c�OHYDRPNNT p �yy b O i1.� ,, , 'o,f bb• bbo'dbbOb.'.'o''Ob'Oob'`..b•ObO• o0 O'Ooa''' 0''ObObo''• 1' .. t c f"iCC'/�� !G 6.��-te\,,n a,r.,•>,.{�•_,Yil-'("d��, '/ LuA 0 N/O/F 41 TET SOUTHOLD PARK DIISTRIGT o o' O ' IO o• o L,.It r J ttii j 84 i 073493 \• k Q� o. .o.. rs, 9 b' o' o• b b'' Oa•, ` \ a.', , .� o' o' o��/�,pV, x• b o' $ j � 'ti r,. ^0.♦I � 1 :a N � .u++ b �r ti� oa b�b• obbo ob bbo ob bb ',bo bbb' o bb '.b obb' ob• o ' ' , ^� •�.�i�FE SS\ Cy IQ by, b b 0b b JEFFREY T. EUT�L�E~:AR- • , P.E.UA PROVIDESTREETTREE A ♦0 'oo o b pPLANT APPROX. 0O.G. . • GFNODN G. b ba• b' J:v '^ ut G 6p, N a o_ ou b b b . b b b b bob'b 'bob'• $ bob'.'b. bbo�b boO,.b' b //•j/j1}C♦0(SEE "TING SGH,THIS DWG) + � b I -o a MON. b Ulz• b ob b O , Ob b FND GONG. a t b b a b to a CT -Y MON.0.3 N. ♦ G w a '►. b b. .b b b b. b O .. Obb•bo''.obb r6 V b LANDSIGAPING PARTIAL PLAN O LF�L^ /Qffob O bOooO \ 7— � � ` Q CQ WO R EBRIAR WL SCONCE POP.20 10 O 20 40 60 100 . BWS-FT-42-GEL-F J Z CJ 20'-0" L CRAPHIG SCALE MOUNTED 8'ABOVE G Oino Ir to (TYP ��� yb b < }nLr n/ CL d _JO /� ,V� ••tea �' Fo, b b b b Oor b O' O O• r'-'-1 �Y b b b '�Na / b b b b b \ •. F-"� Z �b I I ' O 2) PIEGE5 OF REINFORCED b b bg b oM RUBBER H05E 4 DBL. STRAND > LEN kA b b b POGa #12 WIRE, TWISTED. L qi N � b h- CEDAR STAKE8-0n 0o t� O b # SPECIFIGATIDNS • OvI J�U_iLONG 2" TO 2 5/4" PIA. WRAPPING (BURLAP IRR OATION NOTE: N/0� b F OR KRAFT PAPER FOR TREE PLNTINO ALL LANDSCAPE AREAS ARE TO HAVE SOUTHOLD PARK DISTRICT 8 12PINE BARK WRAP) I. TREES SHALL BE OF NURSERY STOCK OF AN APPROVED B ONOO— NO AUTOMATIC IRRIGATION SYSTEMS b b SPEGIE5,GROWN UNDER THE 5AME CLIMATIC GONDITION5 A5 (MULCH) IF NO 15' THE PARTIGULAR SITE. THEY SHALL BE OF SYMMETRICAL INSTALLED AND MAINTAINED b N GROUND COVER GROWTH,FREE OF INSECT PEST AND DISEASE,SUITABLE BASED ON THE INFORMATION PROVIDED,ALL DIMEN51ON5 AND LUMINAIRE LOCATIONS SHOWN REPRESENT Z 3" CALIPER (MIN) FOR STREET TREE USE. �� RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE Z 2.THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF SIX ' DSGA�P SGH DUE X FINI D GROUND LEVEL SHALL BE A � \. LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS, O TEMPORARY INCHES ABOVE THE SHE M--1 O SAUCER �� FINAL GRADE MINIMUM OF THREE(3)INCHES. �iw.' THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN kJ 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH GOOD KEY GOY BOTANICAL NAME COMMON NAME 151ZE UNDER CONTROLLED CONDITIONS UTILIZING.GURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE HORTICULTURAL PRACTICE. THE FOLLOWING 15 DECLARED EVERGREEN TREE WITH ILLUMINATING ENGINEPRING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY 1) BE GOOD HALL ULTU�.AL PRAGTIGE� MAWFAGTURER'5 LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,TOLERANCE IN LAMP5 4 \_500 ON (U THE TRUNK SHALL BE WRAPPED W/BURLAP OR KRAFT AND OTHER VARIABLE FIELD GONDITION5.CALCULATIONS DO NOT INCLUDE 005TRUGTION5 SUCH A5 WPAPER TREE WRAP 4 THE TREES BE STAKED WITH TWO(2) UA Q ULMUS AMERIGANA LIBERTY ELM 2 -3 CALIPER END BUILDINGS,GURB5,LANDSCAPING,OR ANY OTHER ARCHITECTURAL ELEMENTS UNLESS NOTED. P A IG E 8" TOP50IL CEDAR POLES 5EGURED TO THE TREE BY MEANS MON.03N. j (2)ALL TREES SHALL BE TRANSPLANTED BALLED AND TON 15 THUJA OGGIDENTALIS DARK AMERICAN 6 MIN. a B 4 B WHERE BURLAPPED,AND THE BALL TiIGRA' ARBORVITAE r Li 5PEGIFIED. SHALL BERAT LEAST TWO AND ONE HALF(2 I/2)FEET IN PARTIAL LIGHTING PLAN IAME . (3)ALL TREE PITS SHALL BE BAGKFILLED WITH TOPSOIL. 4. ALL TREES LISTED UNDER(1)HEREOF SHALL BE BRANCHED t♦ t�0 TOPSOIL NOT LOWER THAN 51X(6)FEET-WITH AN AVERAGE HEIGHT 2� M a. BAGKFILL OF 10 TO 12 FEET WITH A MINIMUM SPREAD OF TOP OF 4 IVUA Q TON ��`"� Ac° ��� 20 10 0 20 40 60 &0 100 4) TREE PLANTING DETAIL FEET. e �O GRAPHIG 5GALE I" = 20'-0" SCALE: NT5 of 5 m 0 U CV N LINE / 5YMBOL LEC-�ND ACKERLY LANE LEACHING POOL WITH OPEN GRATE 0 LEACHING POOL WITH CLO5ED COVER ( 0 � z ((A5T IRON TO GRADE) FND GONG. S MON 03E. EXPAN51ON POOL (FUTURE) 1K1% N/O/F SEPTIC TANK MARIO ARMINIO 4 (Q �l LINDA AP MINIO .Otis 4 • PROPC6E0 5TABILIZED`.- 0 Q , CONSTR.I1 TION ENTRANCE. (SEE DETAIL,THIS DWG). ..,.•:4., .t%/5r, c� 'Y ' PROPOSED SILT FENCE AND :. STRAW BALE BARRIER, INSTALL ZYO A o ALONG PROPERTY LINE AS SHOWN G�'� \ (5EE DETAILS,THIS DW6) � FND NAIL WO/F � r' O IN TREE ROSE SAHM d • .. ® ••j'' \ �O ` RIGHARD J. SAHM 00 �o. � Sr '70' MIN. EX 36'm `� ' w=� HRD VD STONE PAVEMENT EXISTING . EXISTING 2 $ PAVEMENT GROUND \ LIMIT� � S` AREATOE REMAIN WOODED17 �60 - MOUNTABLE BERM ,V� Ex.IB'm �• FILTER CLOTH PROFILE (OPTIONAL) ,((�. .w� "K°wo �0., o \ "o�. >6 70' MIN. 0. ® \ •R/'� AND o PROP05EO 51LT FENCE A STRAW BALE BARRIER, INSTALL z ALONG PROPERTY LINE AS 5HOWN o° FND WASHRAGK (SEE DETAILS,THI5 DWG) .� ��' � . (OPTIONAJ� r1 GONG77 .MON. R R R '' R ' V v//�//\/� R R R - - - ! VV ' z - - - - a_ a 10 MIN, EX15TING , j HRD HD E.YISTING \\///\ - v oGOARSE� v ' • v ' v v PAVEMENT �ci . . . . . . rROP05EP 5TC}.RM.' :. •• GROUND \\j�\ z -b -°• , ° AGGREGATE °; -9 -° -° r MT�+a PIZ41NAGE INLET..' ® r p v v 1 W N W 'v ' v ' o - - a' v o��` �' RIZ07EC:TION, TYP'OF'l, •„9� �. v ° (5£E'17TL,'THIS.DJG1- \ �� '�9'cy Ly .In n Z . . ' .•• .. •'• \ / �` HRD WD V . . ,�I � O� DRAINAGE TO . ,0�, W m x SEDIMENT TRAPPING e DEVICE SEE NOTE 8 FND , �'` 6 `. ® \. Ex.3o'm o^�� X Lu z LL i O, HRD WD I. STONE 51ZE - USE 2 STONE, OR RECYCLED CONCRETE EQUIVALENT 2. LENGTH - NOT LE55 THAN 50 FEET (1=XGEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIt�'0.U,'1 LENGTH WOULD S��,y G� APPLY) ` cT�/ ll I 3. THICKNESS - NOT LE55 THAN 6". 4. WIDTH - 14' MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRE55 OCGI;R5. '�\ EX.14'm E--1 Q- jY 5. FILTER CLOTH - WILL BE PLACE OV'ER THE ENTIRE AREA PRIOR TO PLAGIN& OF STONE. \ ^\�+ �rro O Q 6. SURFACE WATER - ALL SURFACE HA',TER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANC,;-D :HALL BE PIPED / o� ACRO55 THE ENTRANCE. IF PIPING 15 1HPRAGTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. I � � N 60I .•� 7. MAINTENANCE - THE ENTRANGE SHALIL BE MAINTAINED IN A CONDITION WHIGH WILL PREVENT TRACKIIia OR FLOWING OF SEDIMENT ONTO PUBLIG RIGHT5-OF-WA'Y. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT5-OF-WAY MUST BE REMOVED IMMEDIATELY. PROP05ED 51LT FENCE, INSTALL �0�� I � Q� A$" 5. WHEN WASHING 15 REQUIRED, IT 5HAL-L BE DONE IN AN AREA STABILIZED WITH STONE AND DRAINS INYO AN APPROVED ALONG PROPERTY LINE ANDO �a = •• SEDIMENT TRAPPING DEVICE. TRANSITIONAL BUFFER AREA AS y , 10 I / �,�• W q. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. SHOWN (SEE DETAIL, THIS DWG) �`s�/0� 1rj I ii ~ 5TABILI ZED GONSTRUGTION ENTRANGE NOT TO 5GiALE O,P' \ E�NGIN-EER: EX.30'm �� T. HRD VD l,�P F��Y q O, ` • HYDRANT \ i ui EXTRA 5TiRENGTH FILTER FABRIC 2 X 2 STAKES 5OUTHOLD PARK DISTRICT .A REQ'D. WITHOUT WIRE MESH SUPPORT STEEL OR WOOD \ ' POST (TYP) �------_ (TWO PER BALE) V "�'' `�%" ��'����.•, � °�3a�3 ��A,,'' BUILDING WIRE 10' MAX. O.G. 5PAGING OR TWINE PROPOSED ,v> PROPOSED SILT FENCE AND W/ WIRE SUPPORT FENCE - • 6' MAX. O.G. 5PAGING ��STRAW BALES I" WATER SERVICE STRAW BALE BARRIER, INSTALL JEFFREY T. BUTLER, P.E. �!��. ALONG PROPERTY LINE AS SHOWN W/O WIRE SUPPORT FENCE (SEE DETAILS, THI5 DWG) EROSION , GONT ROL PARTIAL_ PLAN FLOV MO GONG. .� " COMPACTED:. '• MON.0.3'N. :.`. S& FILL I ,^ V I PROPOSED }' O u- CD GRADE I" WATER METER 20 ID O 20 40 60 80 100 Z Q O .. ATTACH FILTER FABRIC SECURELY W oa PROPOSED POINT OF I" = 20'-0° A-+ Q < X CD TO UPSTREAM SIDE OF P05T n �co � CONNECTION TO WATER MAIN Q/ C) m O IY 36" HIGH POLE (MAX) a J � IZ STEEL OR WOOD POST' TRENCH �..� Lu I Q Q < o� 0 � c� d EGTION S g � of ..-r� ��'$i�R��' � O � N N F�OH �-�"�W BOTTOM OF HAY BALES HAY BALES LEACHING �g �� �� Z Q/ O J 0 j DRAINAGE SHALE 2"x2" STAKES POOL �0,�$E �r,T OF O J — Q In 1 - (TWO EACH BALE) $4�G p�4 V x # u- (3 -I M...... \ FLOW GRADE F� LOW CO PROP. ASPHALT DRIVEWA 0 u- /\/ COMPAGTEID DRAINA (PARKING AREA WHERE IN I TED COMPACTED 1--1 /,/\ _ /\\/ \// /i 3/4 MIN. PLAN BAGKFILL— INLET BAGKFILL O Z W \\ '\\//� \\\,�� �V / //\\jj DRAIN ROCK BALE5 TO SRE SET INO _ _ 0 N � X\ \\j� 4 X 6 TRENCH %/ j\\% 4 TRENCH. SEE SECTION.EGT ON. p� S� < 11 11 \ \\ SEE 5EGTION.)� W z YJ/ COMPACTED' \/\\/ BAGKFILL / /,� PROP. BELGI N 0 -7 Ll \\/ BLOCK Ri 11 TRENCH DETAIL INSTALLATION AITHOUT TRENGHIN6 l� 11 11 11 11 % �11 �P) NOTES �� ill ill 11 111 11 II Il II Il it I �� a �� 1,1 � n -14/ �� 11 II II II II II II �� ►� fDAOE SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. ►� ii a BAL TO BE SET ' INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. tl II II II II II IN 4" TRENCH a REMOVED SEDIMENT 5HALL BE DEP051TE`D TO AN AREA THAT WILL NOT ALLOW OFF-51TE TRAN5PORT. ELEVATION 51 LT G D T STRAW BALE BARRIER 5TRAW BALE BARRIER ® LEAGH I NG FOOL R NOT TO 5GALE NOT TO 5GALE NOT TO SCALE i m of" 5 0 U y I I I I 1 I ,I II I N I i i II •a• 5/4 4000 P51 CONCRETE ► �N x x x x x x AT 26 DAYS ON VIRSIN CURB DEPRESSED AT -1I VW15TURBED SOIL DRIVEWAYS 11/2" MAX. �► 8" THK TRAFFIC BEARING 6' GRAIN LINK I ABOVE FLOW LINE GONG COVERS TO GRADE (TYPICAL) W k FENCE W/GREEN x PROPOSED N a PRIVACY SLATS BUILDING ° o _ PLOW LINE 1:. MAINTAIN 596 MAX.SLOPE FROM EDGE OF SANITARY Q x x } f SYSTEM OUT 20' IN EACH DIRECTION LU FIN.FL. TYPICAL 6 POOL CLUSTERED z A x 10 xl0 CONCRETE x ���•QE FOOTID� -_-_-__-__ 12.G4 R DISPOSAL SYSTEM 8"THK GONG k°, Z O • PAD FOR - TRAFFIC BEARING a G.I. COVE ,� G.I COVER � ', ;,� G.I.GVR EL=I I.?8 I.GVR EL=12.23 0 O DUMP5TER I GRADE EL. 1228' =12D' N E =12.0' FINAL GRADE m UESTONE ® AWN COVER a x x FRONT V I EN _ T ., T. .5.1 " 11.12 11.12 4' DIA PVG PIPE 112-1' z CHAIN LINK FENCE • x k • ' IE.-10.48' MIN 4" DIA. PVG PIPE TOP501L AND SEED TO 10' 0 4" / L.F. = Its LP W/GREEN - u •'. DISTRIBUTION LP Q PRIVACY 5LAT5 I I R.O.W.SEE NOTE 02 25' = 0.21' 1 OF 2 (1 OF 4) 6 x x GRANITE .LIMBO B13 61AN " IE.=10.21' 0 2q' ®Ye" / L.F. = IE.=4.47 a .p 'o IE.-4.TT 3.63" 0.30' F= ® ® ® ® ® ® ® 3 MIN 4 BLOCK INSTALLED ON END 4 HOUSE TRAP, ;p Q IS TEE ® ® TOOL BLUC-STOAE SURFACE SEE HOUSE GONN.NOTES r ® ® ® ® p ® ® O T ® ® BOT OF POOL }� 3 ® 112' SEPTIC TANK 1200 GAL •'• 3 IN. o � ° • . < _ + + y ?y \�/. . o I� ® ® ® N ® ® = EL.'1.4'1' > `q ... /\/\/ \\/�i 4 MIN I U� TE5THOLE: GROUNDWATER FND o EL.-O.4 BOT OF TANK - 16.02' I :.•• BOT OF POOL = 1.41' N "' I t + U5G5 DATA WELL No.5161W.1 .. . :. . IMBE HIGHEST RECORDED GROUNDWATER: 8.01 3 GLEAN SAND 10'-O" DIA.'' SEE PLAN:. ' 7 MOUNTING 2" SAND BAND + + d1 a • 638'(NGVD2q) = 5.4b'(NAND 1988) :. o o a COLLAR ^ FENCE EDGE l'-0. 2-#5 TOP # `° e SEGT I O I�l DATUM NAVD mi USED FOR THE PURPOSES OF THIS DIAGRAM BEAM TO EXTEND BOT. CONT. 0 I 10" MIN. BELOW W/#3 TIES 0 - FIN. GRADE 24"t O.G. 101-0' 5EGTION A� PLAN VIEW � 12" _► PROPOSED SEPTIC RISER DIAGRAM NOT TO SCALE �I Y www.dignetnycli.com -�-� G RE JUMBO BELGIArN BLOCK f ofN�WYO�KCITY °r DUMPS I L�5 ��GLOJUI�L I PER S.G.D.H.S. STANDARDS FOR APPROVAL OF PLANS AND GONSTRUGTION FOR SEWAGE SYSTEMS I � www.call811.com 5GALE: N.T.5. CURB DETAIL FOR OTHER THAN 51NOLE-FAMILY RESIDENCES; DATED: JULY 15, 2008 &SONG ��'�� (for other states) NOT TO 50ALE ;; 600-212 4480 611 . r BORDER CONCEPTS, ING. BORDER KING By law, excavators and contractors working In the For safety reasons, homeowners are strongly STEEL LAN05CAPE EDGING 1/4" X 5" W/ fie bo lighs of New York City and Nassau and encouraged to call as well when planning any 15" LONG STANDARD STAKES Ouffol l Counties on Long Island must contact type of digging on their property. Homeowners - GONTRACTOR TO INSTALL EDGING PER DigNet, L800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by MANUFAGTURER'5 REGOMMENDATION5 but n more than 10 working days(excluding calling 811,the national call before you dig yq weeketi s and legal holidays)prior to beginning number.For excavation work completed on FINISHED GRADE, PLANT BE sub°lk County Department of Health Services any mechanized digging or excavation work to personal property,it is the contractor's Approval far ensure underground lines are marked. responsibility-NOT the homeowneeszto contact m BAGKFLON PREVENTER IN5TALLA.TION NOTE: DE`/ICE COMPANY MODEL No. SIZE U LAWN, OR GROUND COVER Construction- Than Single Family Ex 'stors and contractors can also submit DlgNet Having utility lines marked prior to m START-UP AT INITIAL INSTALLATION AND AFTER SERVICING: RPT_ WILKIN5 a75XL 1.0" DOME5TIG WATER PROPOSED BLUESTONE PARKING/DRIVE TOPSOIL Reference jvo, 0-Ia_ ~�(o locate r I�uests online,through ITIC.If you do not digging is free of charge. O THE DOWN STREAM SHUT-OFF SHOULD BE CL05ED. 5LOWLY OPEN UPSTREAM _ - _ - Design c6rren#ly use ITIC, please call 1-800-524-7603 SHUT-OFF AND ALLOW THE BAGKFLOW PREVENTER TO FILL SLOWLY. BLEED AIR AT =LL�.WII_I=III=111=1I1 I1=11 - Use(s) ��Ox' 15 G`P� i �I i � 1 111=1I I-1I 1=1�1=1I I-1.1 I- IWI I IWI I I-I I I-11 I-1I 1=1I -1I I- eY_ for more information. EACH TEST COCK. WHEN BAGKFLOW PREVENTER 15 FILLED, 5LOWLY OPEN THE -W-1I I=1I I===�1= =1 =1I FE1I =I I M I IWI I 1=1I 1=W= dal N These plans have been reviewed for general conformance th Su lfroSu k 1- I-III-III-I 11=LI1_I I I-I� I-I 1=1I 1=LI1=- ILI=1I 1=1I -I 11= County De I DOWNSTREAM SHUT-OFF AND FILL THE WINTER SUPPLY SYSTEM. THIS IS NECESSARY PP y aria sews of 8a108$Services standards, relatin,, "�► EPARATION 015TANGE REGET5 FOR 5ANITARY EPTIG TANK5: t0-i - TO AVOID DISLODGING "0" RINGS OR G/AU505 DAMAGE TO INTERNAL GOMPONENT5. 15" STEEL STAKE =1 =1 =1 I=1I I=11 IWI I -=1I -If I-I�I-=-ll=LL tJ 1 fl su i 1l==11J F=Ll=I 1=1I[=W1 =1 g p Regardless of any om�.�; MIN. HORIZONTAL SEPARATION DISTANCES: h �/ D -III=1I 1=1�=�=1I 1=11 -1I =L-III-I =1 1=�=1I�-I inconsistencies or lack of detail. mnstru�on is required to A. BUILDING W/ CELLAR = 10'-0" K. U/G UTILITIES = 5'-0" 0 Q 1-I L BORDER CONCEPTS, INC. accordance with the attached B. BUILDING ON SLAB = 5'-011 L. STORM DRAINS = 20'-0" m X =11 I-III=1 I1=111=1 =11 I I- =III-1 11-1 1-I I 1=I 11-I I 1-III-1 CHARLOTTE, NG otandards permit �bnditians, _ TO FACILITY 1=�1=-III=ll1 III-III- I I-III=III=III=III=III=III=III=I I I= 1-500-&45-3343 a 'u1°1���'scolly waived b the Department.T s approval�� LI1=111W-111 L1 1�=II =111=1 I I=JJ 1=J I 1=I i I=1 I 1=1 1=1 I I=l 3 y fmm the a y partment.This appr�,� G. WATER LINES = 10'-0" M. CATCH BASINS = 5'-O" I-iO4-541-5610 (FAX) approval ,unless extended or D. SURFACE WATER (WETLANDS) _ �5'-O" W pJ a renewed. (NON-LEACHING) X Z LL a- F. PUBLIC WELL = 200'-0" N. SAN. L.P. = 8'-O" a • STEEL L1JtJi 1 f`lV OIL ppr0val Date G. PR VATE WELL = 100-O P. PROP. LINES = 5-OCD O H. RE T. WALL (WTRPROOF) = 10'-0" Q. T.O. SLOPE = 25-O �y-� J. U/G FUEL TANK5 = 20'-0" R. BLUFF = 65'-0" Pq Z BLUESTONL ! LAWN PARTITION o. W a) �- z NOT TO SCALE C- N BUILDING WALL �y - HEAVY DUTY AND LOCKING IY DRAINS TO BE SCREENED a - � CAST IRON COVERS TO O � 0 o W 2 DRAIN IN PAN co R Tocsw�e CAMPMLL ll�e2 G OR AND GRADE L < TO BE 12"xl2" FINAL GRADE APPROVED EOUAI- FINISHED GRAVE m 11 0 - ° �. 11 `P " BEARING TOP 1�' z F- Z i�PZ ELAN VI m GRADE F 24 - 24 8 MIN TRAFFIC b" THK GONG I 20"MIN cv �' 20"MIN _I (DOME5TIG IHATER ONLY) w '�-- ISTRIBUTION LP (I OF 2) LP TRAFFIC NOT TO SCALE III RPz PE I GE SUPPORTED PER RPZ 3' MIN. (I OF 4) , MIN BEARING COVER I I- V INSTALLATION ® ® ® ® ® ® ® © 3 INLET OOME5TIG HATER ONLY) REQUIREMENTS ® ® ® ® ® ® NOT TO SCALE ® ® ® ® r ® ® ® ® I MIN 4"DIA OUTLET:p ENGINEER: RPZ INSTALLATION RE UIREMENTS: I ® ® ® ® � ® ® PIPE A 6 = 5DR O PVG ® ® ® ® ® ® T 50R.35 PVC I MIN 4"DIA. = FLOW LINE EQUIVALENT '�- � PIPE OR •�, OF Nr� INSTALLATIONS MUST MEET ALL SUFFOLK COUNTY AND NEW YORK STATE REQUIREMENTS. PITCHED MIN. - - PITC+EP MI �) r. �, o 2 MIN ABOVE z y4 IN/I FT aI •I PITCHED MIN. � 4 G� Hl6HEST 10'-0" VIA. SEE PLAN NON-RATEABLE BAFFLE 'r C �- I. GLEARANGE5 III. DRAII.AGE (CONTINUED) REGARDED 501E Ye IN/I FT GROUND NTR A. ALL A55EMBLIE5 SHALL BE INSTALLED (WITH A CENTERLINE HEIGHT FROM 30 INCHES G. ALL DRAINAGE FROM RPZ'S SHALL BE VIA GRAVITY FEED TO DRAIN. N I o Y�ALL Qt, TO 60 INCHES ABOVE THE FLOOR. ANY' INSTALLATION AT A GREATER HEIGHT SHALL D. AN AIR GAP MUST BE MAINTAINED BETWEEN THE RPZ RELIEF VALVE OPENING �_ BE PROVIDED WITH A FIXED PLATFORM,A PORTABLE SCAFFOLD OR A LIFT MEETING AND ANY P15GHARGE PIPING. THE AIR GAP MUST BE AT LEAST TWICE THEll; t '( 05HA STANDARDS. DIMEN51ON OF THE EFFECTIVE OPENING OF THE RELIEF VALVE; BUT IN NO DOLLAR MATERIAL PENETRATION) P1, (`" (• A ,> B. ALL RPZ DEVIGE5 MUST HAVE AN 18 INCH MINIMUM CLEARANCE BETWEEN THE BOTTOM CASE LE55 THAN I INGH. RATABLE SOIL \�9 0 OF THE RELIEF VALVE AND THE FLOOR,. E. MANUFAGTURER'5 AIR GAP FITTINGS MAY BE UTILIZED PROVIDED THAT THEY I Q SION - O- ; r`S G. A MINIMUM OF 12 INGHE5 OF CLEAR 5PA(6E SHALL BE MAINTAINED ABOVE THE MAINTAIN A PROPER AIR GAP AND DO NOT ENCLOSE OR COVER THE ASSEMBLY. RELIEF VALVE. THESE FITTINGS ARE ONLY SIZED TO HANDLE INTERMITTENT + UNDERLYING SAND AND 6RAVEL STRATA ( JEFFREY T. BUTLER, P.E. D. A MINIMUM OF 30 IN6HE5 OF CLEAR SPACE SHALL BE MAINTAINED BETWEEN THE AND LOW FLOW DISCHARGES. ADDITIONAL DRAINAGE CAPACITY MAY BE FRONT SIDE OF THE DEVICE AND THE NdEAREST WALL OR OBSTRUCTION. REQUIRED TO ACCOMMODATE A CATASTROPHIC RELIEF VALVE FAILURE. `� -` E. AT LEAST 8 INGHE5 GLEARANCE SHOULD) BE MAINTAINED FROM THE BACK SIDE OF F. NOT USED I.COLLAR DEPTH 15 NOT REQUIRED WHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH _j THE DEVICE TO THE NEAREST WALL OR, OBSTRUCTION. TH15 CLEARANCE MAY NEED G. NOT USED 2.COLLAR MATERIAL 5HALL BE GLEAN GRAVEL OR BANK RUN NOTES: TO BE INGREA5E0 FOR MODELS THAT WAVE SIDE MOUNTED TEST GOGK5 OR RELIEF H. WT USED I. �ONGRETE TO TEST 4000 P.5.1 ® 2b DAYS �p VALVES THAT WOULD BE FACING THE BAGK WALL. J. ALL EXTERIOR DRAINS SHALL BE KEPT FREE OF SNOW DURING WINTER AL50 (LEAGHING POOL SYSTEM - QTY 6) 2. REINFORCEMENT MEETS A.S.T.M.A-b15,A-185 SPECS F. TEST GOGK5 MUST BE POSITIONED TO FACILITATE TE5TING (30" MIN CLEARANCE). DRAINS GAN NOT BE SUBJECT TO FLOODING AND MUST BE SCREENED. 3. ALL SANITARY PIPING TO BE 4"0 5OR 35 PVG 4.ALL PIPING INSTALLED UNDER BLDG SHALL BE CAST IRON,AND SHALL REMAIN � II. MISCELLANEOUS CONSIDERATIONS K. ALL VALVES SHALL OPEN GOUNTERGLOGKWISE (RIGHT HANDED VALVES). TYPICAL CLUSTERED DISPOSAL SYSTEM (LP) CAST IRON LEAVING THE BUILDING TO A D15TANGE OF 5'AWAY FROM BLDG (� A. ALL A55EMBLIE5 SHALL BE ADEOUATEL'.Y SUPPORTED AND/OR RE5TRAINED TO IV, NOT USED SCALE: N.T.S. PERIMETER O }- LL CQ PREVENT LATERAL MOVEMENT. PIPE HA"<NGERS, BRACES, SADDLES, STANCHIONS, V. INSTALLATION WITHIN A BUILDING 5.GALGS AND DESIGN PERFORMED IN ACCORDANCE WITH 5GDH5 SPECS. O Z Q �- p PIERS, ETC., SHOULD BE USED TO SUPPORT THE DEVICE AND 5HOULD BE PLACED IN A THE IN5TALLATION 5HALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR. LU MANNER THAT WILL NOT OBSTRUCT THE: FUNCTION OF OR ACCESS TO THE RELIEF CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND SEPARATION DISTANCE REG2'MT5 FOR DETAILS OF CONSTRUCTION: C 0 Q } VALVE. UTILITIES AND 5TRUGTURE5 PRIOR TO DIGGING. 5ANITARY LEAGHING 5TRUGTURE5: O B. STRAINERS ARE RECOMMENDED PRIOR TO EACH BAGKFLOW PREVENTION ASSEMBLY A. Af3OVE GRADE INSTALLATIONS: DISCHARGE GAN BE DIRECTED TO FLOOR OR 1. REINFORCED PREGAST GONGRETE SEPTIG TANK(1,200 GALLON MINIMUM). i \ ON NON-FIRE FIGHTING WATER LINES. NO STRAINER I5 TO BE USED IN A FIRE LINE GRAINS OR THROUGH A SIDEWALL ABOVE GRADE VIA SCREENED LOUVERS, MINIMUM HORIZONTAL SEPARATION DISTANCES: 2.USE SIX(b) 10'0 3.0 FT.HIGH (2'E.D) PRECAST CONCRETE= LEA( RINGS I� / O � � � � � � WITHOUT THE APPROVAL OF THE INSURANCE UNDERWRITERS OR THE AUTHORITY 5 UPPERS, PIPE SLEEVES WITH FLAP VALVES, ETC. IN ACCORDANCE WITH A. BUILDING W/ CELLAR = 10'-O" 3.USE NA APPROVED SEWER PIPE THROUGHOUT. _ HAVING JURI5DIGTION. TIE DRAINAGE REQUIREMENTS. B. BUILDING ON SLAB = 10'-0" 4.THE WASTE LINES FROM THE SEPTIC TANK SHOULD ENTER THE MIDDLE RINGS AS HIGH A5 POSSIBLE. I I eJ J Q O Q G. ALL A55EMBLIE5 MUST BE PROTECTED FROM FREEZING TEMPERATURES AND IF B. BE],ON GRADE OR BASEMENT INSTALLATIONS: NOT USED. G. WATER LINES = 10'-0" 5.USE A ILL MATERIAL PIPE BETWEEN THE MIDDLE RINGS AND THE FOUR OUTSIDE RINGS,EIGHT(8) INGHE5 ABOVE THE BOTTOM. b.BAGKFILL MATERIAL 5HALL BE COARSE SAND AND GRAVEL. �- INSTALLED WHERE TEMPERATURES WILL REACH 100°F OR ABOVE, A HOT WATER TYPE VI. GERTFIED TESTING AND COMPLETED WORK5 APPROVAL D. SURFACE WATER (WETLANDS) = 100'-0' 1.5LA55 SHALL BE 2.5'MAXIMUM BELOW GRADE WITH A 2'MAXIMUM DOLLAR. A55EMBLY MUST BE USED. A. Al TER THE ASSEMBLY HAS BEEN INSTALLED, IT SHALL BE TESTED BY A F. PUBLIC WELL = 200'-0" b.SOLID HEAVY DUTY AND LOCKING GA5T IRON COVERS TO GRADE ON ALL POOLS. / Z rT� Z D. ALL A55EMBLIE5 SHOULD BE SPECIFIED AND INSTALLED WITH THE MANUFACTURER q.BOTTOM OF POOL 5HALL BE A MINIMUM OF 2 FEET ABOVE HIGH RECORDED GROUNDWATER. F-'-i G RTIFIED TESTER. THE DESIGNER (OR WATER SUPPLIER) 15 THEN G. PRIVATE WELL = 150'-0" , O g ,- 10.SHOW AREA FOR 50;5 EXPANSION OF LEAGHING POOLS,INSTALL AT INITIAL GONSTRUGTION. ;� A f- O N SUPPLIED RESILIENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY. R 5PON5IBLE TO CERTIFY THAT THE INSTALLATION WAS DONE IN H. RET. WALL (WTRPROFF) = 10'-0" II.MAXIMIZE THE 015TANC/E BETWEEN THE FOUR(OUTER)SATELLITE POOLS. I 1 < Q✓_ C) J ; " E. WATER LINES 5HOULD BE THOROUGHLY FLUSHED BEFORE INSTALLING THE ASSEMBLY. A GORDANGE WITH APPROVED PLANS;OR DE56RIBE ANY CHANGES OR J. U/G FUEL TANKS = 20'-0" 12.TOP 5LAB SHALL BE b"MINIMUM(THICKNESS AND TRAFFIC BEARING. M05T TEST FAILURES ON NEW INSTALLATIONS ARE THE RESULT OF DEBRIS FOULING SUBMIT "A5 BUILT" PLANS AS APPROPRIATE. K. U/6 UTILITIES = 5'-0" 13.NOT USED O ONE OF THE CHECK VALVES OR THE RIELIEF VALVE. I. INSTALLER SHALL NOTIFY GOVERNING AGENCY UPON COMPLETION OF L. STORM DRAIN5 = 20'-0" 14. TH15 DISPOSAL SYSTEM 15 FOR AREAS WITH HIGH GROUNDWATER CONDITIONS. - 0 I T # U_ O 1 • F. ALL A55EMBLIE5 MUST BE INSTALLED HORIZONTALLY UNLESS THEY ARE SPECIFICALLY W RK, M. GATGH BASINS, NON-LEA( - 5'-0" O APPROVED FOR VERTICAL INST L IIIN AREAS CONTAINING CORROSIVE, TOXIC OR . ESGR�BEDEFORMS.HALL BE SUBMITTED TO GOVERNING AGENCY ON N. SAN. L.P. = 8'-0" - � HOUSE CONNECTION NOTES: . $ G. A55EMBLIE5 SHALL NOT BE INSTALLEDP. PROP. LINES 10 0 ti� I I � B LL POISONOUS FUMES OR GASES WHIGH COULD RENDER THE A55EMBLY INOPERABLE OR B. THE INITIAL TEST RESULTS AND CERTIFICATION ARE THEN SUBMITTED TO THE Q. T.O. SLOPE = 25'-0' POSE A SAFETY HAZARD TO PERSONNEL. h' TER SUPPLIER AND APPROVING AGENT FOR 155UANGE OF A COMPLETED R. BLUFF = 65'-0" (PER S.G.D.H.S. STANDARDS FOR APPROVAL OF PLANS AND GONSTRUGTION FOR SEWAGE DISPOSAL O VA IMMEDIATELY AHEAD OF THE RPZ TO HOLD k4 RKS APPROVAL. DOH - FORM 1013 HAS BEEN DESIGNED FOR BOTH THE = 5Y5TEM5 FOR OTHER THAN SINGLE-FAMILY RE5IDENGES) I I / )- Z W H. INSTALL A SOFT SEATED CHECK VALVE S. SEPTIC TANK 8 0 THE PRE55URE CONSTANT TO THE ASSEMBLY IN TIMES OF FLUCTUATING SUPPLY CERTIFIED TEST RESULTS AND THE DESIGNER'S CERTIFICATION OF THE NOTE: LEACHING POOLS THAT ARE PART OF THE a) A HOUSE CONNECTION 15 DEFINED A5 THE PORTION OF THE GRAVITY SEWER LINE WHIGH EXTENDS Z m ~ PRESSURE. IN TALLATION. PROPOSED 'TYPICAL CLUSTERED DISPOSAL FROM THE FACE OF THE BUILDING TO THE SEWAGE DISPOSAL SYSTEM. I I O I. IF THE DISTANCE BETWEEN THE WATER METER AND THE DEVICE 15 GREATER THAN 10 G. AFT::R ISSUANCE OF THE COMPLETED WORKS APPROVAL, THE A55EMBLY M05T SYSTEM' ARE EXEMPT REGARDING LEACHING b) THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF CAST-IRON SEWER LINE EXTENDING THROUGH FEET, ALL EXP05ED PIPING 5HALL BE 'STENCILED "FEED LINE TO BAGKFLOW B TESTED AT LEAST ANNUALLY BY A CERTIFIED TESTER WITH THE RE50LT5 POOL TO LEACHING POOL REQUIRED SEPARATION THE FOUNDATION. PREVENTER - DO NOT TAP" AT 5 FOOT' INTERVALS. R PORTED TO THE WATER SUPPLIER. P15TANGE5. 5EE 'TYPICAL CLUSTERED DI5PO5AL G) HOUSE GONNEGTION5 SHALL HAVE A MINIMUM PIA. OF 4 INGHE5,UNLESS OTHERN15E NOTED. J. A SEPARATE SHUT OFF VALVE MUST BE INSTALLED SYSTEM' DETAIL BELOW FOR ADDITIONAL d) NOT USED I 1 3 K. PIPING MUST BE UNBRANGHED AND UNOBSSTRUGTED FROM RPZ DEVICE TO MAIN. QUESTIONS R COMMENTS: BPWSP®HEALTH.STATE.NY.US REQUIREMENTS. e) HOUSE GONNECTION5 SHALL HAVE A MINIMUM PITCH ON ONE-QUARTER INCH PER FOOT. _J- � 2 111. DRAINAGE <MAILTO:BP 5P@HEALTH.5TATE.NY.U5> f) SLIP RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST IRON JOINT. IF a E : DRAINAGE FOR BAGKFLOW PREVENTION A55EMBLIE5 SHALL BE PROVIDED FOR ALL RPZ REVISED: GUST 2008 REQUIRED,A FLEXIBLE PVC, COUPLING WITH STAINLE55 STEEL BANDS MAY BE U5ED TO CONNECT 6% OUTLET INSTALLATIONS. DRAINAGE SHALL AGGOMIMODATE DISCHARGE DURING TESTING, CAST IRON PIPE TO PVG HOUSE CONNECTIONS. THE FLEXIBLE COUPLING AND BANDS SHALL PIPE FROM DRAINING OF THE UNIT AND FOR RPZ RELIEF VALVE D15GHARGE5. CONFORM TO ASTM G1173. A. DRAINAGE CAPACITY 15 51ZED TO ACCOMMODATE BOTH INTERMITTENT DISCHARGES ALL HOUSE CONNECTIONS SHALL BE PROVIDED W/A GLEAN-OUT AT THE FACE OF THE BLDG. �`P AND A GATASTM RELIEF FAILURE OF THE RELIEF VALVE. W HOUSE GONNEGTIONS SHALL 13E 5TRAIGHT. THERE SHALL BE NO BEND5 IN 5EWER LINES TO THE B. DISCHARGE FROM RELIEF VALVES 5HALL BE READILY DETECTABLE TO MAINTENANCE SEPTIC TANK - 1200 GAL. (ST) PER50NNEL EITHER VISUALLY OR BY "EAN5 OF WATER LEVEL ALARMS, FLOW SEPTIG TANK OR GREASE TRAP. IF BEND5 ARE UNAVOIDABLE, THEN THE FOLLOWING ADDITIONAL INDICATOR LIGHTS, ETC. CRITERIA SHALL APPLY: SCALE: NOT TO SCALE 0 f 5 m 0 U I 1 =i FFICE.- CUTCHOGUE, NY JOB NO. 128011763 0 C6 CV O uj co c) D 7 z 0 rl-.Oo LLJ V) z z 0 LLJ V) z 0 0 z Lu ti (14 CN 04 :2 04 04 C14 u 0 u ri-000 0 7 01-1 0 9 7 04 ol ce) Eo Lo Lo L0J< b iy) 12'-0" 6'-6" C4 7-6" 7-6' cy) 61'-6" 12'-0" V-0"VENTED SIDEWALL OVERHANGS Lu u 7/ O 03'-10 :3'-10 1/2" LLJ 1/2" V-0" NON-VENTED ENDWALL OVERHANGS _j < 0 w C I A I I c A . co .... ...... S6 s ES>6 ui Lu 1-911 1 4- -911 Is r -. 7— 5 0 >_ 47 47 18"R 7471-911 0 z iv 24"R 24"R LT 24"R 24"R 24"IR 24"R18"R 04 ry n2 In o l 39'-10 1/2" 7 n 18"R 18"R X7 39'-10 1/2" < V) Lu =D N < ck: Lu 0 > I 0 'A 7 0 oo Lj_j z 0 0 z w cx 3 l'-10 1/2" co 1 :3 18"R 18"R 3 10 1/2" u.j 0 u.j Q CL 24'-10 1/2" 0 23'-10 1/2" b 18"R 18"R c 23'-10 1/2" B da: b I S6 (? 00 bo c o-> 0 LL-1 15-10 1/2" :1 18"R 18"R 47 16-10 1/2" Lu CL O 04 SO Lu bo bo 7-10 1/2" 18"R 18"R q7 7-10 1/2" z 04 04 A 0'-8 1/2 18"R 24"R 24"R 21"R 24"R 24"R 24"R 24"R 18"R 01-01, 01-0 1 n=I l__p TDATE.' 10/26/2011 COLUMN PLAN LEGEND 00 CHECKED B Y.7 LAM E R E 7-4 1/2" 7-6" 7-6" 7-6" 7-6' 7-6" 7-6" 74 1/2" DATE.* 11/02/11 3-2x6 LAMINATED COLUMN LOCATION W/4'-0" EMBEDMENT Ir — REVISED DATE.' 7/03/12 o - 4-2x6 LAMINATED COLUMN LOCATION W/4'-0" EMBEDMENT 0 CN 04 (N 04 clq REVISED DATE' ---- 9 - 3-2x8 LAMINATED COLUMN LOCATION W/4'-0" EMBEDMENT■ o - HEADERED TRUSS LOCATION REVISED DATE.* ---- - 3068 9-LITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK v C14 04 0- m `t Lo L0 REVIS ---- FIBERSTEEL WALKDOOR, OUT SWING, LEFT HINGE WITH 41 CLOSER, LEVER LOCKSET (2) 3068 9-LITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK FIBERSTEEL WALKDOORS, OUT SWING, RIGHT COLUMN PLAN HINGE WITH CLOSER, LEVER LOCKSET (6) 4429 9-LITE HAYFIELD SLIDING WINDOWS w/15"x3l"OPEN LOUVER EDTSI-=EPS (D - (2) 12'-2"x 14'-1"OVERHEAD DOORS ROUGH OPENING SCHEDULE - (1) 3'-6" X 3'-6" CUPOLA WITH "M" 30" WEATHERVANE NON-FUNCTION . L - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS z UNIT SYMBOL WIDTH HEIGHT r9of o FROM LEGEND - 216 LF PERIMETER SEAL PACKAGE sQ - (2) 7/16" OSB SHEARWALL LOCATIONS (SEE DETAILS SHEET S6 OF S9) 38 1/4" 111121 J - t 17- 52 1/4" 335/8" 01 , 18"R- 18" DIAMETER FOOTING WITH 8"THICK MINIMUM READI-MIX CONCRETE co BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READ]-MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. -7 L: J L 24"R- 24" DIAMETER FOOTING WITH 10"THICK MINIMUM READY-MIX 2' 8' CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL I SCALE: R F SCALE.'AS NOTED READY-MIX TO TOP OF 224M STILT (9"±). PLACE CONCRETE 7, 7, 16' SHEET NO. BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. Sl . lOFS9 0 OFFICE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY 0 JOB NO. 0 30'-6" oo 29'-6" 128011763 lo 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE __j OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. 4 6 VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE or 3 ` 6E 4.8' WIDE 4.8' OWNER. :. WIDE LO (ZONES 2&3) (ZONE 2) (ZONES 2&3) • 0 i; (ZONE 1) 4E 2 fVl 10 (ZONE 3) cv 2 / o 5 1 (ZONE 2) a, M w m E (ZONE 3) 10 MW FRS � w Z Reference O Corner IL 12 �10 Z U � J 1 1 1 J 1 1 1 - � z w ......... .. ... 50.4'WIDE (ZONE 4) w = , 4.8'WIDE 4.8'WIDE 4.8'WIDE :;; '' (ZONES' &3) (ZONEDS) (ZONE 5) (ZONES 2&3) O r a`p Z -0" 40'-0" 10'-01, C o 0 0 o O LO NORTHEAST ELEVATION *so w N : 4. WIDE WIDE (ZONEE 2 &3) 4 (ZOINN INE 2&3) � 4 � � 1 1 T#16 GABLE TRIM z F— O Q i i r X O m Z HI RIB STEEL SIDING - - - - ( � T#21 CORNER TRIM �--/ O T#167 TRANSITION TRIM C, Z :. . : HI-RIB STEEL WAINSCOT l l l � ® j� T#167 BASE TRIMLu ��d Lam, N u 38.4' WIDE (ZONE 4) 38.4'WIDE (ZONE 4) L --� 4.8' WIDE L 4.8'WIDE 4.8'WIDE 4.8'WIDE (ZONE 5) (ZONE 5) (ZONE 5) (ZONE 5) �. Z 3'-6" 32'-6" 7-6" 4' 6" 4'-6" 15-6" 16-0" 8'4" 3'-6" o 4.8'WIDE ;o 1 O � 4.8'WIDE M NORTHWEST ELEVATION (ZONES 2&3) M D0 (ZONE 2) (ZONES 2 &3) �. (ZJNE 1) 00 DRAWN BY.• BYBEE DATE., 10/26/2011 (ZONE 3) , :�\ VENT-A-RIDGE SOUTHEAST ELEVATION CHECKED BY., LAMERE (ZONE 2) DATE. 11/02/11 (ZONE 3) 5"O.G. GUTTERS REVISED DATE.' 7/03/12 REVISED DATE.' ---- REVISED DATE.'%REVISED DATE.' ---- 12 �opeu�sur�y'�v W 10 HI-RIB STEEL SIDING• ��'`� H �ti v T •• ' T#21 CORNER TRIM T#167 TRANSITION TRIM ` •O� �� HI-RIB STEEL WAINSCOT 8-4 T#167 BASE TRlly) 1' ` ......... ....... off - ` 0 . �2 50.4'WIDE (ZONE 4) 4.8' WIDE � 4.8'WIDE (ZONE 5) 4'-6" 14'-6" 41'-0" (ZONE 5) o 0 2 8 o O SCALE: SCALE.'AS NOTED SOUTHWEST ELEVATION p 1' 4' 16' SHEETNO. �o S4. 1 OF S9 F b OFFICE.' MORTON BUILDINGS GENERAL SPECIFICATIONS DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S 128011763 COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART OF THESE DRAWINGS. RETENTION OF 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE WITH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE ALLI D IG 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. - o FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, 10 r r CV (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.1 1.2 0, a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF 0 THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY a- SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE STRUCTURAL MEMBER = 17 PSF m COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH c.) FOOTINGS = 16 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER O Z CONCRETE (SEE PLANS). NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL. w BUILDING DESIGN CRITERIA o 4.) IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON UNLESS ACTING � TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE BUILDING CODE NYBC 2010 UNDER THE DIRECTION OF THE LICENSED / REGISTERED ARCHITECT OR LICENSED / NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR USE GROUP S-1 REGISTERED ENGINEER TO ALTER ANY ARCHITECTURAL OR ENGINEERING ITEM. v S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT CONSTRUCTION TYPE VB Z COMPLYING WITH USE CATEGORY UC4A (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA FLOOR AREA 2880 SQ FT 5.) THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE U Q� GUIDELINES AND STANDARDS. MEAN ROOF HEIGHT 21.5 FT NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' J l 1 1 BUILDING CATEGORY II SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. 1 I 1 FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3 W Z 36"O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. ROOF SNOW LOAD* 16 PSF 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR GROUND SNOW LOAD 20 PSF MAXIMUM DESIGN ELEVATION 1000 Ft W BETTER. - WIND SPEED (V3s) 120 MPH CL I ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS WIND IMPORTANCE FACTOR 1.0 O ZEXPOSURE CATEGORY B 30'+ TOR cl!� p �....... 'N4... y: REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS Q INTERNAL PRESSURE COEFFICIENT ±0.18 O 0 CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN BUILDING DESIGN CONDITION ENCLOSED F" V ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. WIND LOAD DESIGN ASCE 7 METHOD 2 O ZONE 1 E 21.08 PSF SIDING PANELS (KYNAR 500 / HYLAR 5000) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME, WITH ZONE 2E -27.44 PSF 48' x 16'x 60' w F- I PROPOSED U 10 AN ADDITIONAL BAKED-ON KYNAR 500 / HYLAR 5000 FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ZONE 3E -18.73 PSF 45'+_TO --f MORTON 40' ±TOR --, _ ON EXTERIOR. ZONE 4E -17.52 PSF BUILDING F 1 1 2 MAIN WINDFORCE RESISTING SYSTEP:A ZONE 5E 17.34 PSF z 0 ROOFING PANELS (FLUOROFLEX 2000 T-) -0.019"MIN. AZ55 GALVALUME WITH AN ADDITIONAL (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 6E -13.39 PSF ~ t BAKED-ON THICKNESS POLYURETHANE PRIMER AND KYNAR 500/ HYLAR 5000 TOPCOAT WITH A TOTAL (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) ZONE 1 15.29 PSF' L - _..___ _-_� J (MAXIMUM VALUE SHOWN) ZONE 2 -19.10 PSF A� - y Q_ O MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. ZONE 3 -14.24 PSF x ° 50' ±TOR m TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, ZONE 4 -13.07 PSF Z ZONE 5 12.73 PSF O RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISFrAS ROOFING OR SIDING PANELS. ZONE 6 -10.32 PSF - ZONE 1 14.93, -23.71 PSF C� GUTTERS -5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/ HYLAR 5000 FINISH TO MATCH BUILDING LOCATION PLAN t.� z ZONE 2 14.93, -41.27 PSF LU = COMPONENT&CLADDING WIND LOADS 7.5' 30' �-�-1 TRIM, ON BOTH SIDES OF THE BUILDING. (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 3 14.93, -61.03 PSF SCALE: u w 2x4FK 10/09 (FOR ZONES SEE ELEVATIONS) ZONE 4 25.90, -28.10 PSF 3.75' 15' 60' °- ZONE 5 25.90, -34.69 PSF o * ROOF SNOW LOAD CALCULATIONS -j Ps = 0.7xCexI xPgxCtxCs z Q Ce = SNOW EXPOSURE FACTOR = 1.0 I = IMPORTANCE FACTOR = 1.0 Pg = GROUND SNOW LOAD = 20 PSF Ct = THERMAL FACTOR = 1.2 Cs = ROOF SLOPE FACTOR =0.94 DRAWN BY.' BYBEE Ps = 0.7x1.0x11.0x20x1.2x0.94 = 15.8PSF DATE., 10/26/2011 CHECKED BY., LAMERE DATE.* 1 1/02/1 1 EARTHQUAKE DESIGN DATA TABLE REVISED DATE ---- 0.2 SEC SPECTRAL RESPONSE 0 20g REVISED DATE.' ---- ACCELERATION (Ss) REVISED DATE.' ---- 1.0 SEC SPECTRAL RESPONSE 0.056g ACCELERATION (Si) REVISED DATE.• ---- SHEET INDEX TYPICAL LUMBER SPECIFICATIONS -2005 NDS SEISMIC DESIGN CATEGORY B SHEET# DESCRIPTION SIZE DESCRIPTION BENDING VALUE Fb BUILDING CATEGORY (TABLE 1604.5) II Gl OF G1 SPECIFICATIONS & SHEET INDEX 2x4 NO. 1 &2 SPF 1313 PSI SITE CLASS D ' , 2x4 2100f MSR SPF 2100 PSI I HEREBY CERTIFY THAT THE STRUCTUR gi* �. :''��'rt► S1 OF S9 COLUMN PLAN #B23 LIGHT FRAMED WALLS THIS BUILDING WAS PREPARED BYA IQ ND 2x6 NO. 1 &2 SPF 1 138 PSI BASIC STRUCTURAL SYSTEM AND SHEATHED WITH WOOD STRUCTURAL S2 OF S9 TRUSS PLAN,TRUSS TIE DETAILS & END RAFTER CONNECTION DETAILS 2x6 NO. 1 SYP 1650 PSI SEISMIC-RESISTING SYSTEM PANELS RATED FOR SHEAR DIRECT SUPERVISION AND THAT I DJ�LCC. ,5' .f. RESISTANCE OR STEEL SHEETS LICENSED/REGISTERED PROFESSICI.• ,�• S3 OF S9 TRUSS DRAWING, PURLIN LAYOUT & PURLIN DETAILS 2x8 NO. 1 SYP 1500 PSI s 0- RESPONSE MODIFICATION FACTOR (R) 7 � O 2. S4 OF S9 ELEVATIONS 2x10 NO. 1 SYP 1300 PSI •d SIDEWALL SECTION, COLUMN SPLICE DETAIL &STILT 2xl2 NO. 1 SYP 1250 PSI ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE �� • • lb �,�o�• S5 OF S9 ISOMETRIC ALL 1950f MSR SYP 1950 PSI SEISMIC DESIGN BASE SHEAR 1010 LBS ENDWALL SECTION, OHD HEADER SECTION &SHEARWALL 1 1/2"xl6" LAMINATED VENEER LUMBER 2800 PSI rrrre �e���t�° Sb OF S9 DETAILS RONALD L. BUTTON, P.E. 3 1/2"x15" GLU-LAM 1650 PSI DATE: (-09-I\ REG.# S7 OF S9 EYEBROW SECTION & EYEBROW DETAILS 5 1/4"x16 1/2" GLU-LAM 2400 PSI _ S8 OF S9 CUPOLA DETAILS & WIND PROTECTION DETAILS 5 1/4"x19 1/2" GLU-LAM 2400 PSI SCALE.,AS NOTED S9 OF S9 FASTENING SCHEDULE NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. SHEET NO. LGIOFGI OFFICE.* CUTCHOGUE, NY 3 JOB NO. 128011763 0.19"x 6.0" HEADLOK FLATHEAD LAG SCREW �\ ADDITIONAL 2x6 NAILER (2) 20d R.S. NAILS IN OVERHANG FRAME r ,' o_ 2x4 BEV. PURLIN v `t 20d R.S. NAIL THROUGH TOE NAIL OVERHANG RAFTER X I I a_ N STRAP INTO TIE TO OVERHANG NAILER WITH o. (1) 16d R.S. NAIL EACH SIDE ch (3) 1 1/2" R.S. NAILS THROUGH STRAP 2' LONG END BRACE STRAP I I n- �. = m (4) 2 1/4" R.W. NAILS I z OVERHANG FRAME 48' -2xl0 (NO.1 SYP) Lu Z 2x6 OVERHANG NAILER END RAFTER ASSEMBLY ! 1� v (7) 20d R.S. NAILS ' z 2x4 TRUSS TIE U � 3-2x6 CORNER COLUMN -� 1 1 1 J 2x4 TRUSS TIE TO ENDWALL DETAIL v; z w DETAIL A ....... .... SCALE: 1 1/2"= 1'-0„ ....................... ...0................. ........................ ........................ ........................ ........................ ........................ ........................ = v Q s Q 48' -2xl0 (NO.1 SYP) O -- - - - -••• END RAFTER ASSEMBLY Q w D w z 4 � O4 Z H— O - -.... .. ..0..... ..... .................. ............................ ............................ ............................. ............................ ............................ ......-..-... I ~ I ' I = O Q U � ............................ ....0.................. ............................ ............................ ............................. ............................ ............................ ............................ 5-20d R.S. NAILS O Q I PER CONNECTION XO .................. m s s 2x6 END COLUMN EXTENSION OR 0- ............................ I 0 0.................. ............................ ............................ ............................. ............................ ............................ UPRIGHT ASSEMBLY NAILED TO END 0 RAFTER ASSEMBLY AS SHOWN AND TO «� z s0 O EACH INTERSECTING WEB. FASTEN TO 2 ....................... ............................ ............................ ............................ ............................ ............................ ............................ .......................... HEADER AND FRAMING MEMBER WITH (2) Q oe aO 0 I 16d R.S. NAILS INTO EACH END COLUMN d O O EXTENSION MEMBER OR UPRIGHT. Q �i 2................ ............................ ............................ ............................ .......................... ............................ ................... 0 Qv 11 1 S .................. . DETAIL B J O O I S2 SCALE: 1 1/2" ' "= l -0 z O O z O ..........0 ........................ ........................ ......................0 ......................d ........................ ........................ ............................ O _ -}- A DRAWN BY.' BYBEE — I I S2 DATE.• 10/26/201 1 I I I I I I I CHECKED BY.* LAMERE 7-4 1/2" 7-6" 7-6" 7-6" 7-6" 7-6" 7-6" 74 1/2" DATE., 1 1/02/1 1 REVISED DATE: ---- o -1 � � 1) TO REVISED DATE., ---- o r REVISED DATE* -- IT o �r _ � R � 1/2,, -- u N N `� � "' Lr) ii REVISED DATE.' ---- 60d R.S. NAIL °OF NeII y si, TRUSS/BRACING PLAN ° Ross co '`�• • `' �� ' OF1 20 GA. GALVANIZED * O CH o PURLIN CONNECTORoofToo •d y 2• r TRUSS/BRACING PLAN LEGEND 1 °' •; tea,,, . ,,„, �,, i -48' 3090 S.C.TRUSSES @ 7'-6" O.C. 2 -48' END RAFTER ASSEMBLY ` — O q I s -2x4 TRUSS TIES @ 4'-0"O.C. (1) #9X1"TRU-GRIP SCREWS ON PEAK SIDE AND a -2x6 DIAGONAL END BRACES @ 8'-0"O.C. (2) ON EAVE SIDE IN HOLES SHOWN. (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) s EYEBROW FRAME 2' 8' V- HIPPED EYEBROW FRAME SCALE: (—SCALE.AS NOTED 1' 4' 16' 2x4 TRUSS TIE DETAIL SHEET NO. S2OF S9 ('OFFICE.' CUTCHOGUE, NY JOB NO CENTER 2x4 (NO. I SYP) WEB 1;28011763 STIFFENER ON TRUSS WEB & NAIL W/3-1/2" HDG R.S. GUN X NAILS OR 16d R.S. NAILS WITHIN 4"OF ENDS & 6"O.C., STAGGERED SECTION A-A 0 SCALE: 1 1/2" l'-O" TRUSS SPACING 7'-6" O.C. 3.953 LIVE LOAD 17 PSF %0 DEAD LOAD 4 PSF N 0- CEILING LOAD - PSF 0 TOTAL LOAD 21 PSF caui D 9-3-0 O zA Az Lu A z 4.042 0 0- y T Lu ui 47- 9--0 ui ... ..... 4.8' WIDE (ZONE 2 &3) 0 ... ..1n 48' S.C. 3090 TRUSS 10:� ci ............ SCALE: 3/8"= l'-O" [L ZD ol LLI 12 :D LJ-J 2� 2x4 PURL.INS @ 23" O.C. o z 0 Q CL 0 4.8' WIDE LOK .19"x 6.0" FLATHEAD LAG SCREW O - INDICATES PURLINS TO BE FASTENED 0 w/HEAD c� (ZONE 2 &3) ID CD l wv0 �IA Xpo . 0 �OjAS z w 0 PSSEM C* CL 48' WIDE BUILDING PURLIN LAYOUT SCALE: 1/2"= V-0" zQ DRAWN BY. BYBEE DATE: 10/26/2011 CHECKED BY.' LA M E R E 2x4 PURLIN DATE. 11/02/11 H EA D LO K .1 9"x6.0" FLATHEAD LAG SCREW ii REVISED DATE (ICC-ES REPORT ESR-1078) REVISED DATE REVISED DATE: ---- OF 1R 20 GA. GALVANIZED REVISED OPP • Ao ,PURLIN CONNECTOR 0 �Op .0 0. (1) #9xl"TRU-GRIP SCREW ON PEAK SIDE AND (2) #9xl"TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS II — oq 2x4 BUTTED PURLIN DETAIL 6" HEADLOK FLATHEAD LAG SCREW) (PURLIN CONNECTED WITH r SCALE:AS NOTED SCALE: 1 1/2" = l'-O'" SHEET NO. LS30F S9 J O OFFICE., DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY 0 JOB NO. 0 30'-6" 29'-6" *_0 128011763 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FAC7E OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. 4 6 VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE 3 6E 4.8'WIDE 4.8'WIDE OWNER. (ZONES 2&3) (ZONE 2) (ZONES 2&3) p 4E 2 (ZONE 1) U (ZONE 3) a_ 2 o• 5 1 (ZONE 2) 1"! Q_ a, w m M W F RS (ZONE 3) O Z w Reference I ^ Z Corner O V IL 12 � 10 Z U J 1 1 1 J I 1 1 ......... .. ... W Z . ......... .. ... } 50.4'WIDE (ZONE 4) } W 4.8'WIDE 4.8'WIDE —1 —I 4.8' WIDE 4.8'WIDE (ZONES 2 &3) i%N iWY.� fiii (ZONE 5) (ZONE 5) (ZONES 2&3) O Z at IL o b o 0 NORTHEAST ELEVATION �10 w N �w 2 4.8'WIDE 4.8'WIDE 12 (ZONE 2 &3) 4 (ZONE 2 &3) 4 1— ��� Z 12 T#16 GABLE TRIM z �- O F_ = O Q U ri-000. ......... ...... ...... !­ ....i X O m Z HI-RIB STEEL SIDING T#21 CORNER TRIM O T#167 TRANSITION TRIM �f� Z HI-RIB STEEL WAINSCOT I 1 1 114 � '® •0.. � T#167 BASE TRIM G4 Dod w s 38.4'WIDE (ZONE 4) 38.4'WIDE (ZONE 4) } 4.8'WIDE 4.8'WIDE 4.8' WIDE L— 4.8'WIDE _J (ZONE 5) (ZONE 5) (ZONE 5) (Z ZONE 5) >- Q 3'-6" 32'-6" 7'-6" 4-4- 4-4- 40'-0" 3'-6" a 4.8' WIDE ;0 i� I 0 4.8'WIDE NORTHWEST ELEVATION (ZONES 2&3) Co (ZO(ZONE 2) (ZONES 2&3) 00 DRAWN BY.• BYBEE (ZONE 3) DATE.' 10/26/201 1 ��� SOUTHEAST ELEVATION VENT-A-RIDGE CHECKED BY: LAMERE (ZONE 2) (DQ DATE.' 1 1/02/1 1 (ZONE 3) 5"O.G. GUTTERS REVISED DATE. ---- REVISED DATE.* ---- REVISED DATE.' ---- REVISED DATE.' ---- 12tTe�°6'pp NIEW: 10� HI-RIB STEEL SIDING ;;�4`• ' • L. �G •'A�r T#21 CORNER TRIM ,O ��• O• T#167 TRANSITION TRIMS �. c 8'-4" HI-RIB STEEL WAINSCOT �� ,�a�• ' T#167 BASE TRIM I } 50.4'WIDE (ZONE 4) 4.8'WIDE ____l 4.8'WIDE —1 (ZONE 5) 4'�6" 14'-6" 41'-0" (ZONE 5) o ;o 0 2' 8' o -1 0 SCALE: SCALE.,AS NOTED SOUTHWEST ELEVATION o 1' 4' ,6' SHEET NO. NO S 4 OF S 9 OFFICE.' 3 MEMBER LAMINATED COLUMN DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY 1 1/4"xl 1/4"xl 4 GA. SUPPORT ANGLE FASTENED TO COLUMN AT EACH JOB NO. CORNER WITH (3) .148"O x 2" 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 1 2801 1 763 STAINLESS NAILS. (20 TOTAL NAILS CONDITIONS MAY REQUIRE MODIFICATIONS. PER COLUMN) QQ FLUOROFLEX HI-RIB STEEL 14, GA. CHANNEL WITH 1/4" PLATED 2.) CONCRETE FLOOR NOTES: s0 2x4 PURLINS @ 23"O.C. RIVET TO SUPPORT ANGLE o (NO. 2 SPF) UNDISTURBED SOIL a. 3500 PSI, 5 1/2 BAG MIX CONCRETE 0.19"x 6.0" HEADLOK U FLATHEAD LAG SCREW STILT INSTALLATION b. SLOPE GRADE AWAY FROM BUILDING @ I" PER FOOT FOR A MINIMUM • 10 DISTANCE OF 10' PLUS OVERHANG WIDTH N 2x4 BEV. PURLIN o• c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. M WIRE MESH •: �'. 1. INSTALL PRESSURE TREATED FILLER STRIP UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING 0— :•;:';; LOWER COLUMN WITH STILT IN THE LL, AUGERED HOLE. MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL 2x6 BEV. FASCIA t'•' BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT O m 5"O.G. GUTTERS 2. POUR READI-MIX CONCRETE INTO d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS Z — 48' 3090 S.C.TRUSS © THE HOLE AS SPECIFIED. Z T#144 & 146 FASCIA TRIM r :.'. O iQ ib SOFFIT "' .s.l.' 3. BACKFILL AND COMPACT THE — • HI-RIB/SOFFIT CAP ANNULAR SPACE AROUND THE COLUMN TO GRADE WITH SOIL CD 2x6 OVERHANG NAILER STI LT ISOMETRIC AUGURED FROM THE SITE. z (2) 1/2"x5 1/2" M. BOLTS 8 Q� (10) 20d R.S. NAILS 4-2x6 LAMINATED COLUMN --� l 1 1 J 1 1/4"xl 1/4"xl 4 GA. SUPPORT ANGLE LJLJ FASTENED TO COLUMN AT EACH z m CORNER WITH (3) .148"O x 2" W..... .. ..... is KYNAR HI-RIB STEEL STAINLESS NAILS. (20 TOTAL NAILS PER COLUMN) ® TRUSS IN COLUMN s'r ' 14 GA. CHANNEL WITH 1/4" PLATED SADDLE s,� / RIVET TO SUPPORT ANGLE =n:: LAMINATED COLUMN s .. J s� UNDISTURBED SOIL > a r 4-2x6 LAMINATED / O Z t� s� COLUMN ry 5� 22 1 MAILS STILT INSTALLATION o r e• 18 MAILS = 40 MAILS TOTAL 1. INSTALL PRESSURE TREATED ~ D / c� o : LOWER COLUMN WITH STILT IN THE Q R AUGERED HOLE. W °o fLo— / 2. POUR READI-MIX CONCRETE INTO U J 16-0" THE HOLE AS SPECIFIED. l l l : GRADE TO HEEL 3. BACKFILL AND COMPACT THE Z �— OF- 2x2 VERTICAL BLOCKING AT COLUMN LOCATION = O ANNULAR SPACE AROUND THE COLUMN TO GRADE WITH SOIL 1 SEcrjO� STILT ISOMETRIC AUGURED FROM THE SITE. J v o sE [L Q� ( 4 ) ROWS 2x6 NAILERS (2100 MSR SPF) i i NOTE: 3-2x6 LAMINATED COLUMN NAIL ADDITIONAL NON-TREATED LAMINATE O TO BUILDING COLUMNS W/20d GUN NAILS CO FILLER STRIP 8" O.C. STAGGERED WITH (4) 20d GALV. R.S. Z Q INTERIOR NAILS AT SPLICE. a. T#167 TRANSITION TRIM O 2x6 NOTCHED NAILER (2100 MSR SPF) ( 1 1 = KYNAR HI-RIB STEEL WAINSCOT H 7/16" OSB PROTECTIVE LINER io EXTERIOR 0 T#167 BASE TRIM Q vi (1) ROW 2x8 TREATED SPLASHBOARD® I -Li 2 _l _ NAIL KEY 0.148"x 4" (20d) NAIILS 18" LOWEST �HANK NAILS 6" CONCRETE FLOOR♦ x Z MEMBER CUT-OFF 4-2x6 COLUMN SPLICE FASTENING DETAIL FINISH GRADE "" SCALE: 1/2"= l'-0" 4" MINIMUM COMPACTED GRANULAR BASE DRAWN BY: BYBEE DATE: 10/26/201 1 / CHECKED BY: LAMERE 4'-0" / DATE.' 11/02/11 s' REVISED DATE.' ---- 3-2x6 LAMINATED / si\ 3-2x8 LAMINATED A� REVISED DATE.' ---- s,� COLUMN °,r COLUMN ': `•• 224M (14 GA.) COLUMN STILT QQ s,� 22 NAILS , • NAILS REVISED DATE.' ---- 18 1 NAILS10"THICK MINIMUM CONCRETE (2500 PSI MINIMUM) s� 40 NAILS TOTAL s� e 46 NAILS TOTAL REVISED DATE.' ---- re BELOW BOTTOM OF LOWER COLUMN WITH �Q ADDITIONAL CONCRETE TO TOP OF 224M STILT 24"0 (9"±). PLACE CONCRETE BELOW AND ABOVE I �E GE / ,�R. �a ,� • �� BOTTOM OF LOWER COLUMN IN ONE OPERATION. �Esr�nn' / �Es1�n°� 'r �° E5E lo,F5E • �• _.0 z°. c SIDEWALL SECTION INTERIOR INTERIOR • •'Ib. • • SCALE: 1/2"= 1'-0" � � tE' EXTERIOR EXTERIOR 0 0.148"x 4" (20d) NAILS NAIL KEY o 0.148"x 4" (20d) NAILS NAIL KEY 0.131"x 3 1/2" HOST DIPPED GALVANIZED (HDG) RING SHANK NAILS 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS 3-2x6 COLUMN SPLICE FASTENING DETAIL 3-2x8 COLUMN SPLICE FASTENING DETAIL SCALE.AS NOTED SHEET NO. SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" S5oFS9 OFFICE: CUTCHOGUE, NY JOB NO. (2) 1/2"x5 1/2"M. BOLTS & 128011763 (10) 20d R.S. NAILS GABLE PURLIN FLASHING FLUOROFLEX HI-RIB STEEL Lo a T#16 GABLE TRIM 2x4 PURLINS @ 23"O.C. is (4) 0.135"x 2 1/4" R.W. NAILS OR 16�d R.S. NAILS ' (NO 2 SPF) 2x6 FASCIA 10 N o o• i �— (1) 20d R.S. NAIL THROUGH STRAP SOFFIT T#194 TRIM i & INTO BRACE �— w i 2' END BRACE STRAP W/ PRE-PUNCHED w HI-RIB/SOFFIT CAP TRIM 48' 3090 S.C.TRUSS O D i HOLES (BEND TO FIT) FASTENED W/ FILLER STRIP i FILLER STRIP w � � (3) 0.140 x 1 1/2" R.S. NAILS O 0/ w Q 48'-2xl0 (NO.1 SYP) i i ----- Z END RAFTER ASSEMBLY i i 2x6 DIAGONAL BRACING FASTENED 0 CD 2x6 E.C.E. i TO COLUMN W/(4) 16d R.S. NAILS 2X6 NAILER IL 48' 3090 S.C. TRUSS / 11 KYNAR HI-RIB STEEL / HEADER NAILING SCHEDULE — — - (3) 2x8 STUB COLUMN z 3) 2X12 HEADERS HEADER STUB JAMB ' ` — — —— — — — — —— — ( MEMBER COLUMN COLUMN v a/ ADDL. 2x6 NAILER — — — — — — — — — — — — — —— — — — - FILLER STRIP EA 2X12 8 8 J 2x8 BLOCK J 1 1 1 2x4 TRUSS TIE T#124 I 1 1 T#129 O.H.D. W Z 2x2 BLOCK NOTES: ALUMASEAL T#15 I 1. NUMBERS ABOVE ARE 20d R.S. NAILS 1 �/ \,•�/. T#152 REQUIRED PER CONNECTION. T#15 1 W 2. PRE-DRILL HEADERS AS REQUIRED 2x3 JAMB (BEYOND; 14'-3" TO PREVENT SPLITTING. n BOTTOM 2'TREATED) GRADE TO BOTTOM 3. IF NUMBER OF NAILS REQUIRED FOR Z (3) 2x8 JAMB COLUMN (BEYOND) OF 2x8 BLOCK HEADER TO JAMB COLUMN CONNECTION Q 3-2x8 STUB COLUMN IS EXCESSIVE TO CAUSE SPLITTING, J Q THE EXCESS NAILS MAY BE INSTALLED O , .0 2x6 TRACK BLOCK (BEYOND; IN HEADER SUPPORT BLOCKING. (2)2xl2 HEADERS BOTTOM 2' TREATED) O H D HEADER SECTION C cn o oi:::f, . (8)20d R.S. NAILS I•I I•I I•I• Q SCALE: 1" = 1'-0" N PER CONNECTION ui I•I I•I I �. I,i I•I I,I• 3-2x8 JAMB CCDLUMN 'U �O I,I'I,I I.I J i•i i'i. (8) 20d R.S. N.y,ILS D �— 2 PER CONNECTION LOWER CHORD OF z 0 END RAFTER ASSEMBLY f-- = O Q U :� OHD HEADER ELEVATION 0- O GRADE TO HEEL 7/16"OSB Z O o /�f� O — — —— — — — — — — — Z 2x4 NAILERS - - - - - - - - - - - - - - - - - - 2x6 VERTICAL BLOCKS Ca 1 1 1 N - - - - - - - - - - -- - - - - - -I, COLUMN BETWEEN NAILERS w - - - - - - - - - - - - - - - - - - PERIMETER OF OSB SHEETS —, 2x6 BLOCK BETWEEN NAILERS —'— NAILED W/1-3/4" RING SHANK —, NAILED TO COLUMN W/20d COIL GUN NAILS SPACED 6" O.C. Z GUN NAILS. NAILED 6"O.C. EXTRA NAILIERS ADDED - - - - - - - - - - - - - - - - - - BETWEEN STD. NAILERS DRAWN BY.' BYBEE (MAX.SPACE TO BE 24") OSB NAILED TO INTERMEDIATE 1e - - - - - - - - - - - - - - - - - - • SUPPORTS W/1-3/4" RING SHANK DATE: 10/26/2011 - - - - - - - - - - -- - - - - - - COIL GUN NAILS SPACED 6"O.C. CHECKED BY. LAMERE LAMINATED COLUMN DATE: 1 1/02/1 1 : . 4 - - - - - - - - - - - - - - - - - - REVISED DATE. ---- REVISED DATE. ---- FINISH GRADE LAMINATED COLUMN REVISED DATE: ---- 2x4 NAILERS - - - - - - - - - - - - - - - - - - REVISED DATE. ---- 7/16"OSB - - - - - - - - - - - - - - - - - - 4'-0" ol lljrf!�i LAMINATED COLUMN f '- - _ —'- - - -'— _- -'— - - -'— OSB SHEARWALL DETAIL 5/4x6 NAILER . SCALE: 1/2"- 1'-0" (IF PROTECTIVE LINER IS INCLUDED) o o '� 2• c 218M (14 GA.) COLUMN STILT - - -- - - - - - - - - - - - - 8"THICK MINIMUM CONCRETE (2500 PSI MINIMUM) — — — — — — — — — — — — — - — — — ' BELOW BOTTOM OF LOWER COLUMN WITH 2x8 TREATED BASEBOARD ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). 18"C� �c— PLACE CONCRETE BELOW AND ABOVE BOTTOM OF — — — — — — — — — — — — —— — — — _ LOWER COLUMN IN ONE OPERATION. ( O ENDWALL SECTION B SCALE: 1/2"= 1'-0" SCALE.AS NOTED 7/ 16" OSB SHEARWALL ELEVATION SHEET NO. SCALE: 1/2" = 1'-0" S 6 OF S 9 OFFICE.' CUTCHOGUE, NY JOB NO. 128011763 _j 2x6 NAILER KYNAR HI-RIB STEEL FILLER STRIP 0 U HOLD T#167 3/4"ABOVE T#6 7/16"OSB SHEATHING 2x6 NAILER n— c� 01 5x5 NAIL PLATE 6 2x8 BLOCK WITH 2x6 BACKER 0 2x8 HEADER 2' EYEBROW FRAMES @ 2'-0"O.C. 2x6 STIFFENER (SEE DETAIL BELOW) m FASTEN FRAME WITH (4) 1 1/2" R.S. O NAILS PER 5x5 NAIL PLATE 2x6 STIFFENER z 12 HI-RIB STEEL (FLUOROFLEX) Z 10 m (1) LAYER 15# ROOFING FELT 7/16"OSB DRAFT STOP = 2x8 HEADER r SET BOTTOM OF HEADER 7v T#528 8" BELOW TOP OF FRAME x5 PLATE 2xl0 HEADER 2x8 NAILER (LAP FRAME APPROX. 1 1/2") Z 5 2x6 BEV. PURLIN J Q� 5"O.G. GUTTER 2x6 STIFFENER I J 11 1 4- OF EYEBROW HIP I 1 1 3" W z T#144 &T#146 FASCIA TRIMS SOFFIT ° o SOFFIT/HI-RIB CAP 3-2x6 LAMINATED COLUMN o ~ FILLER STRIP 2x6 STIFFENER o °o �/ 8'-4" ° STANDARD EYEBROW FRAME WITH 3 1/2" W `` GRADE TO BOTTOM KYNAR HI-RIB STEEL TRIMMED OFF FASTENED TO HEADERS ■.. ■ slsi OF 2x6 BEV. FASCIA WITH 1 Od R.S. GUN NAILS 4"O.C. 0 2'-0" EYEBROW OVERHANG SECTION D 2x10HEADER oo SCALE: 1" = F-0" W f— n Uzz J F- 0 Z _ F— J U IL X m Zo 2x6 HEADER Z 2x8 HEADER �5° Q De w 10" v °- Q FACE OF NAILERS o o c i `n TO FACE OF o o STIFFENER I l l g 2x6 BEV.FASCIA o o • ' EYEBROW HIP FRAME BEVEL CUT EDGE OF HIP FRAME —� z Z 5x5 NAIL PLATES ((2) EACH SIDE OF FRAME) BEND OUT 900 & NAIL EACH WITH (4)1 1/2" DRAWN BY.' BYBEE R.S. NAILS AS SHOWN EYEBROW FRAME WIDTH -3 1/2" 3 1/2" CENTERLINE OF EYEBROW HIP DATE.' 10/26/201 1 EYEBROW OVERHANG FRAME CHECKED 8Y.• LAM ERE ° 2x8 BLOCK WITH 2x6 BACKER 0 o DATE.• 1 1/02/1 1 o° • o° ' REVISED DATE.' ---- STIFFENER v REVISED DATE.• ---- A 2x 10 HEADER REVISED DATE.'EXTERIOR FACE ---- REVISED DATE: ---- �d pP 1� 2x6 BEVELED FASCIA NE � ++i 2x6 BEV. FASCIA .p 8 1/2" L EYEBROW ATTACHMENT DETAIL NAIL TRIMMED HIP FRAME TO BLOCKING �r'• .9 L• �G� • �� SCALE: 1"= l'-0' * , COLUMN WITH (5) 20d R.S. NAILS. NAIL 2'STRAP 2. PLAN LENGTH OF EYEBROW (THIS SIDE ONLY) TO HIP FRAME WITH DIMENSION MUST BE X'-4" LONG (4) 1 1/2" R.S. NAILS AND TO HEADER �.� .4 WITH (3) 16d R.S. NAILS EYEBROW IN THE CORNER EYEBROW HIP ATTACHMENT DETAILS on [CLOSEST POSSIBLE TO CORNER. NOTICE SCALE: 1"= l'-O" / _ O I? THAT EACH END OF THE EYEBROW HAS ACTUALLY BEEN LENGTHENED 2" (4"TOTAL).] SCALE.'AS NOTED LSHEET NO. S70FS9 OFFICE: CUTCHOGUE, NY #8x3 1/2"WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS JOB NO. UPOLA CAP Q INTO THE 2"x4" ROUGH FRAMING. PRE-DRILL HOLES 10"O.C. IN WINDOW JAMB FLASHINGS TO 128011763 ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. O.S.B. SHEATHING IS 1"WIDER THAN THE WIDTH OF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. O.S.B.SHEATHING IS 1"TALLER THAN THE HEIGHT OF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM.* a UPOLA ROOF Q �../� N HEAD FLASHING o HEIGHT ♦7/16"OSB PANEL 0— w OF WINDOW :!: +1 FINNED WINDOW O Z w IL SILL FLASHING .........................................................................................................` ......................................................................................................... J WIDTH ` UPOLA SIDE ® OF WINDOW / C.........................................................................................................`J FRAME I/......................................................................................................... J UPOLA BASE FRAME Q W ......................................................................................... T#167 ................ Cn / 3/4"OSB CUPOLA SUPPORT® W_ I/f.........................................................................................................�` 2X4 BEVELED BASE BLOCK® FIN WINDOW SECTION I- „�...( ......................................................................................................... J 2x4 CUPOLA BLOCKS © l\lI 39Q FRAMING CLIP® W `'`' ., ......................................................................................................... ta3� /� �a u Z CUPOLA BASE TRIM WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW 0:� o KYNAR HI-RIB STEEL ♦ 7/16"OSB PANEL 2x4 PURLINS #8 x 3 1/2"WOOD SCREWS @ 10" O.C.♦ NOTE: D DOOR PANEL A O AND WINDOW PROTECTION FINNED WINDOW Q N DETAILS ARE FOR INSTALLATION W INSTRUCTIONS ONLY, AND ARE NOT F-- 12 PROVIDED OR INSTALLED BY MORTON WINDOW JAMB FLASHINGBUILDINGS' INC. OR MORTON BUILDINGS' < J SUBCONTRACTORS AND ARE THE OWNERS U--� Z 2"x4" ROUGH FRAMING RESPONSIBILITY. z ~_ ' FIN WINDOW JAMB DETAIL Q U (_v_loo #8x3 1/2"WOOD SCREWS @ 10"O.C. FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS � INTO THE 2x4 ROUGH FRAMING. PRE-DRILL HOLES IN ALUMINUM DOOR JAMB TO Q X CENTERLINE OF CUPOLA ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL.* 7 m 6" 6" HEAD FLASHING L' ^ i i I i i L 1 = FIRST ROW I I I I Q 2x4 PURLINS h HEAD FLASHING 1 1 1 7/16"OSB PANEL* _! o DOOR SLAB J Z IN I PEAK PURLIN ° WALK DOOR SECTION DRAWN BY.• BYBEE DATE: 10/26/201 1 TRUSS CHECKED BY.• LAMERE DATE.' 1 1/02/1 1 REVISED DATE., ---- REVISED DATE. ---- REVISED DATE.' ---- OSB PANEL IS 1"WIDER THAN THE WIDTH OF THE DOOR FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM♦ REVISED DATE. ---- 2x4 CUPOLA BLOCKS WINDBOURNE DEBRIS PROTECTION - WALK DOOR ��ruuy� #8 x 3 1/2"WOOD SCREWS SPACED 'y • ��' 1° AS SHOWN ABOVE TO AVOID DOOR '♦ :� '�� Z• INSTALLATION SCREWS 39Q FRAMING CLIP 7/16"OSB PANEL♦ '�°' , • •• U 2x4 CUPOLA BLOCKS ! �O�sB in I 39Q FRAMING CLIP v 1 \_ CUPOLA FRAMING DETAIL SCALE: 1"= V-0" DOORJAMB 2"x4" ROUGH FRAMING SCALE.AS NOTED WALK DOOR JAMB DETAIL SHEET N:_qJ LS80F OFFICE: CUTCHOGUE, NY JOB NO. 128011763 U � � N 0% ^ M W m OZ pi W ROOF STRUCTURE FASTENING SCH EDULE � Q VENT-A-RIDGE TO BASE TRIM fff #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8"o.c. z QQ RIDGE BASE TRIM TO 2x4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) U ® HI-RIB STEEL TO 2X4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.C.) J 1 1 1 J I 1 1 ® 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1"TRU-GRIP SCREWS ) 7 0 2x4 PURLINS TO TRUSS HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE � z W eQ 48' STRAIGHT CHORD TRUSS TO COLUMN (2) 1/2"x 5 1/2"M.BOLTS & (10) 0.177"x 4" (20d) RING SHANK NAILS f— WALL FRAMING FASTENING SCHEDULE COLUMN STILT (14 GA.) TO COLUMN (20) 0.148"x 2" (6d) STAINLESS STEEL RING SHANK NAILS Z ® 2x8 SPLASHBOARD TO COLUMN (4) 0.177"x 4" (20d) RING SHANK GALVANIZED NAILS @ ALL LOCATIONS n J O 9 2x6 NOTCHED NAILER TO COLUMN (4) 0.177"x 4" (20d) NAILS @ ALL LOCATIONS v) @7/16"OSB TO SPLASHBOARD 8� NOTCHED NAILER 0.099"x 1-1/4"ASBESTOS SIDING NAILS Q 4) 0.177" 4" (20d) RING SHANK NAILS @ ALL LOCATIONS W Yo O 2x6 NAILER TO COLUMN ( x ~— 10 Q END RAFTER ASSEMBLY TO 2x6 END COLUMN EXTENSIONS (5) 0.177"x 4" (20d) RING SHANK NAILS U -� 13 2x4 PURLIN TO END RAFTER ASSEMBLY HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE �, f— p HI-RIB STEEL TO NAILERS SOFFIT TO WALL INSERTED#9 x 2"STAINLESS STEEL RUBBER WASHER; PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (V-O" o.c.) Z ~ D IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP ~ iQ < U �b SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE J o s0 7/16"OSB SHEARWALL - X Q O OSB TO PERIMETER BLOCKS/ FRAMING 0.1 13"x1-3/4" RING SHANK COIL NAILS ,@ 6" o.c. zm �a OSB TO INTERMEDIATE FRAMING 0.1 13"x1-3/4" RING SHANK COIL NAILS c@ 6"o.c. / 11 �9 BLOCKS TO COLUMNS 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS @ 3"o.c. (S CREWED ROOF STEEL CUPOLA FASTENING) w N 0 w Q CUPOLA CAP TO CUPOLA ROOF (4) 1/4"x 1" PLATED MACHINE BOLTS AND LOCK WASHERS Q vi Q CUPOLA ROOF TO CUPOLA SIDES PRE-FORMED CRIMPED METAL CONNECTIONS AND (8) #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS l 1 1 g ® CUPOLA SIDES TO CUPOLA BASE FRAME #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (4) PER SIDE (16) TOTAL _J Q CUPOLA BASE FRAME TO OSB CUPOLA SUPPORT 1-7/8"GUN NAILS @ 6"o.c. �- z ® OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.148"x 3-1/2" (16d) RING SHANK NAILS @ 8"o.c. ® TREATED BEVELED BLOCK TO 2x4 CUPOLA BLOCKS 1/4"x 4-1/2" LAG SCREW W/ 1/4" FLAT WASHER AT EVERY HI-RIB (1'-0"o.c.) © 2x4 CUPOLA BLOCKS TO FRAMING CLIPS (2) 0.135"x 1-1/2" RING SHANK NAILS © FRAMING CLIPS TO PURLINS (2) 0.135"x 1-1/2" RING SHANK NAILS IN SIDE OF PURLIN AND (2) 0.135"x 1-1/2" RING SHANK NAILS IN TOP OF PURLIN DRAWNBY.1 BYBEE DATE: 10/26/201 1 CHECKED BY: LAMERE DATE: 1 1/02/1 1 REVISED DATE* ---- REVISED DATE.' ---- REVISED DATE.' ---- REVISED DATE. ---- ',�n►uur�r� C, c ��**,, •O • Ab 9 0 � � - off - � � SCALE:AS NOTED SHEET NO. S9OF S9