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HomeMy WebLinkAbout37644-Z Town of Southold Annex 12/3/2013 P.O. Box 1179 54375 Main Road "ice Southold, New York 11971 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.-64.1 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 c Heating t A hoped 'ignat ire r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE $~t SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 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 !}_I Pursuant to application dated 10/2512012 and approved by the Building Inspector. To expire on 5/28/2014. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,402.00 CO - COMMERCIAL $50.00 Total: $1,452.00 v Building Inspec or r Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). I Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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. l bcA-7-Q, New Construction: Old or Pre-existing Building: (check one) Location of Property: a~ House No. 1 Street Hamlet Owner or Owners of Property: U I t fl UO Suffolk County Tax Map No 1000, Section (:7 / Block 4~ Lot _ Subdivision Filed Map. Lot: Permit No.-3~ L'`Il L Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ I-) U- PC( V\) t igna e g~FFO(K Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 0 • ~ Southold, NY 11971-0959 y41~! * *D4~ roger. richert(a)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: 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 X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 24 Ceiling Fixtures 22 HID Fixtures 2 Service 3 ph Hot Water elm 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 under ground service, 1-exhaust fan, 3-20a single recpticle 2-20a electric wall heaters Notes: Inspector Signature: ln Date: April 4 2013 Electrical Cert'rficateAs pF SOpjyolo Town Hall Annex yy yy Telephone (631) 765-1802 54375 Main Road T T Fax (631) 765-9502 P.O. Box 1179 G, Q Southold, NY 11971-0959 roper. riche rt(a)town.southold.ny.us coullin N 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 Fixture Time Clocks Disconnect 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:p Date: Dec 32013 81-Cert Electrical Compliance Form.xls __,W ho~~OF SO Town Hall Annex y Telephone (631) 765-1802 54375 Main Road T 41 Pax (631).765-9502 P.O. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOL eta Dtf'-l LT" SOUNOLD CERTIFICATION Date: / - 5--)ol3 Building Permit No. 6.4y Owner: (LATImWOK CAST (A Pg?LTPrS LLC (Please print) Plumber: Gl< EN)&?V IC"(5' Rvn<v3in/(r yc~T<n~C (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this dayof1 20) 3 Notary Public, - County "dry Commission Expires Sept. 29, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU H) [ 71CAL (FINAL) REMARKS:- A F DATE « INSPECTOR / / / j L~ * ~uF SOnryo* TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUN ION 1 ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT FINAL( REMARKS: DATE lY iY INSPECTOR o~F SOon;6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. ~ h9Tf- [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: S DATE- /L INSPECTOR ho~~ v Soup, 376 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~ INSPECTOR it TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [('ROUGH PLBG. [ ] FO~NNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] =L (FINAL) REMARK " i DATE S INSPECTOR 44 r, T re N; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELE (ROUGH) [ ] ELECTRICAL (FINAL) REM KS: i r E' DATE INSPECTOR Ilt 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 [ ] F E RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I DATE 44' INSPECTOR I ~O~y,OF SDUly TOWN OF SOUTHOLD BUILDING DEPT. 7 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE /3 INSPECTOR' ! ! K/ C. ~o3A0F 80UTy49 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. S N [ ] FOUNDATION 2ND [ ] 71HALL [ ] FRAMING I STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 3 DATE / 3 INSPECTOR James A. Marx, Jr. P.E. North Winds Center High Mountain Road Ringwood, NJ 07456 E-mail: jamlight@bellatlantic.net June 15, 2011 Unirac, Inc. 1411 Broadway Blvd. NE Albuquerque, NM 87102 To: Building Department or Others: RE: Engineer's Notice of Evaluation for UniRac SolarMountTM Universal PV Module Mounting System Dear Sir: I have reviewed Unirac SolarMountTM "Code-Compliant Installation Manual 227", copyright February 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 properly represented in the Installation Manual 227. For other conditions, the determination of wind pressures should be determined by the aforementioned New York State Building Code and ASCE 7 procedures. James A. Marx, Jr. PE Page 2 of 2 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 Manual", The Aluminum Association, Washington D.C., 2005. IV. Mechanical Properties and Static Load Testing of Unirac extruded rails and related components obtained from Dr. Walter Gerstle, PE, Department of Civil Engineering, University of New Mexico, Albuquerque, NM 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 around 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 SolarMountTM 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, F NEN y c E5 A. Mqq~. U,p James A. Marx, Jr. PE a, u Professional Engineer + y _i w i 10 High Mountain Road LL z1 Ringwood, NJ 07456 c ~S= (908-557-6080) ES'siON~ Professional Engineer License 56467 cc James Madrid, Unirac, Inc. 1111213 Unirac - Engineering Report- 6a0d2199 iNO U N I RAC Engineering Report ~ Project Title: Platinum East Properties Nov. 12, 2013, 8:32 a.m. Project ID: 6a0d2199 Name: SOLARMOUNT Address: 72 - 230 Watt Panels City, State: Southold, NY 11971 Module: 'Typical 200-270W 60 Cell 1248 ftz 230 Watts 16.6 KWs UNVALIDATED MODULE 512E - The module selected was based on a typical or custom module size. DO NOT USE this information to purchase or install without verifying the exact module dimensions. Engineering Report Plan Review Inspection Roof Point Load Up: 206 lbs Maximum Rail Span (Zone 1):62" Selected Rail Span: 48° Roof Point Load Down: 391 lbs Product: SOLARMOUNT Module Manufacturer: "Typical Total Number of Modules: 72 Model: 200-270W 60 Ceti Total KW: 16.6 KW Module Watts: 230 watts Rows/ Columns: 4/18(no gaps) Module Length: 64.50° NS Dimension: -258.0 in Module Width: 38.70 EW Dimension: -716.6 in Module Thickness: 1.57' Loads Used for Design Module Orientation: Portrait - Wind Speed: 120 mph Maximum Rail Cantilever: 16.00' - Ground Snow Load: 30 psf Expansion Joints: Every 40' - Wind Exposure: 8 Rails Direction: EW Roof Pitch: 7-27' Loads Determined by Zip Roof Type: Shingle City, State: Southold, NY - Wind Speed: 116 mph - Ground Snow Load: 30 psf design.uNrac.conVW/proje t/solwr nU6aOd2lgW 1/1 ~ I s III m; 9I i r-,r 'a1'IITFNEST FIEVATICa.1 PROPOSED R~R INSTNL TIDN FLUSH MOUNTED CONWIT METER FROM ARRAY ,AC MOOULESf O SERVICE r PANEL AC AC 6CLrrA+E9T FLF VeTlaJ TYPICAL 26E DIN.RAM ,4'7(J7p IApipn~f7 t5.36 KW 50LAR 4Y SY5-rf-rm 7~C~l1y.J@QI I,nrgL'L~hy~'U'Y. ~ - o FIELD NREPORT DATE COMENTS FOUNDATION (1ST) 14 - y FoUriDATION (2ND) • ~o C? a G ROUGE FRAMWq & PLuAMING t~ INSULATION PER N. Y. H STATE ENERGY CODE p • - p FINAL ADDITIONAL commNTS < z b'. elf, s~ Q~ 6.. 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 z -7 / /L Survey SoutholdTown.NorthFork.net PERMIT NO. 3 / 6V7 Check _ Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined , 2021 Storm-Water Assessment Form Contact: Approved 20 2-- Mail to: Disapproved a/c Pv t 'y Phone: 651-7-3's Expiration '10 Dapplication Building nspLICATION FOR BUILDING PERMIT Date 2 0 INSTRUCTIONS etely 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. ~,w66-4 i e of ap licant or name, if a corporation) T6 BpC l t eo an~tz_D LiH (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder &AI+ 4, -i Name of owner of premises RA" L)1 tA1EA:a7 ~j L~ 7 S (,-LL_ (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. !31 ?j76 4u 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 J11 County Tax Map No. 1000 Section ~-A Block ~o Lo ()~S ft OL 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 VAGAd-( L AOC) b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ytjl Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor - If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing stru tomes, 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 /D' ` Rear Depth 60 ' Height Z-S Number of Stories CKIFZ 9. Size of lot: Front G ZX12. Rear (b'3' 'D/eppth /L3 . 7Z 10. Date of Purchase ( '24 - C>~ Name of Former Owner &J), -F-" t{ F- 11. Zone or use district in which premises are situated 66-144ze, T:::- 12. t~ S 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-X- 13. Will lot be re-graded? YESX NO Will excess fill be removed from premises? YES NO 14. Names of Owner of Efr(g VAddress 1?.)Zpwl.'S hone No. Name of Architect bkW--Y-/KJ j5L CXS Address Phone No t3~ I Name of Contractor w)21GY j Pmt ID~iS Address 4y-IL Ce ~ Phone No. "1344 - 44CO 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_Xj~ * 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. STATE OF NEW YORK) Notary Public State of Now York SS: No.01BU6185M COUNTY OF ) Commieualified s ! in Suffolk County 4r it 14, 2!2 ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, IE D. NCH (S)He is the Notary 1 to SOSew (Contractor, Agent, Corporate Officer, etc.) puajied in Commission Expires of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20-_ Notary Public eAii 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. 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. MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J. WILCENSKI OF SOGjyOI Southold, NY 11971 Chair h y OFFICE LOCATION: WILLIAM J. CREMERS T Town Hall Annex KENNETH L. EDWARDS G^ C 54375 State Route 25 JAMES H. RICH III Al (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR Coor~ Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD ~r October 23, 2012 OC? 2 5 2012 Mr. William Kelly 22355 Cox Lane, Unit #4 Cutchogue, NY 11935 _ Re: Approval: Site Plan for Platinum East Properties, LLC Located at 48205 NYS Rt 25, 1956.85' west of Ackerly Pond Lane, Southold SCTM#1000-69-6-3 & 4 Zoning District: General Business (B) Dear Mr. Kelly: 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 officetwa rehouse 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 SEQR lead agency coordination process for this Unlisted Action; and i Platinum East Properties Page 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. Platinum East Properties Paae 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. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 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 II II i MAILING ADDRESS: PLANNING BOARD MEMBERS ~O~ OF SOU O~ P.O. Box 1179 DONALD J. WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY H ~e G Q 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR C,OUSouthold, NY n 11 Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE - TOWN OF SOUTHOLD November 8, 2013 - Mr. William Kelly U I~ NOV - 8 2013 22355 Cox Lane, Unit #4 _ Cutchogue, NY 11935 - Re: Approved 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: 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.ilcenski Chairman cc: Michael Verity, Chief Building Inspector; Jamie Richter, Town Engineer .~r Town of Southold Erosion, Sedimentation & Storm Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. 4 r THE FOLLOWING RATIONS MAY REQUIRE THE SUBMISSION OF A 14D C~cj cf S -ORM-iNATE GRADING, DRAINAGE AND EROSION CONTR04 PI.gN ctct' -s~~t -`n' ~TocT- oTI'~ t CERTIFIED BY DESIGN f'J., X.IO L 1 THE STATE OF NEW YORK SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM # / WORKASSE48MENP Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of at Parents located within Generated Prot by Project Retain)IShwa-Wall on Site?8 the Scope of Work for Proposed Construction) s. a 11w t2"l ktd7 Rainfall on SRC? b. What Is the Total Area of Land Clearing (s •tAees) M ft item will Include all run-all created by site ar hat I Ground Disturbance Land the roposed clearing andfor construction adMIn as well as all construction construction ~l~ Sire Improvementsand"tire permanent creation of activity? F.faaea) Impervious surfaces.) PROYME BRW PRCO.Cr DESCR1ITION FWAMAda mwPan" Maiden Drainage Structures 2 Does the bib Pores Indicating survey Show AN Size ize & $ Location? ~This " Item shat Include all Proposed Grade Changes and Yt CGj~Qi 1(- ( A z 12EO S Slopes Conboling Surface Water Flow. 3 Does the Site Plan amYar Survey describe the erosion FFE ~L Vjr7N Z~to and sediment control piecticesthat will beused to V. control site erosion and storm water discharges. This -f' ~ 7Ali ~4 r. 1~ZLI O { ~S fS7Gt 1 item must be maintained throughout the Entire Consf(uetlonPeriod. _ K.GL~ rw~r 1?r4-r TL 4 Will this Project Require.ary Land Fitting. Grading or 17'17 )]r ~r Excavation where there is a charge to the Natural Fisting Grade Involving more than 200 Cubic Yards ILJ7 N of Material within any Parcel? rj Will this Application RequireLand Disturbing Activities Encompassing an Area in Excess of Five Thousand (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 R auirame ts: or within One Hundred (iO(Y) feet of a Wet and or .-(y. 'Submission of a SWPPPb required for as COnsUmilon actMees imoMngads 'Beach? - . dbturDartces of and (7) or mom awes: fociwingCbturbances of less Nan core acre that .7 Wiif there be Site preparation on E)dsong Grade Slopes are part d a *W.oommonPlan the, WMuldmately dbhab one or mom aces of laruk 001 o (15) feet of Vertical to mid" Cwtsauct m acN•Plas ktvokkg we disturbances or leas than one (1) ace where one Exceed 1Fiftien Rise the DEC has do*minee theta SPDES peme b required fm st mm erdischerges. One Hundred (1007 of Horizontal.Distance? ( SWPP.P's Shan team thc#7lnimum Requirements of the SPOES General Parrott . 8 Will Driveways, Parking Areas orother. Impervious for Storm WaterDbcharges kern construction wth y-Permit No. GP440401.) - Surfaces be Slo 1. TheSWPPPaen be praparadpdertothesubmUalofihe NOLThe N0l ahaepe padbDkect TowWaterf-way? f subgdhdbnraneParbnoMptriorb# mmw"mamofamswckin-*Ny. into and/or in the dlrectionofa Town right-of-way? 2 TM SYJPPP Snell deswiba gta ermbn mdaedknemwnbW pracgces and where 8 Will Us Project Require the PlacevreMcf MattNtal, required, PodIctinehiclon, eors%eiter ffainesevantprafteaffilt .nab ae~ anNo: RernWal of Vegetaffpn andfor the Construction of aW arrshude0aretluaeggpowmnts6atwmrwM hem Wift the Town Shoplder compnertcewith it* terms andoonrkmofgtb Park lnaddnlonnt VAIPPPsIreg w9ht•af WaY or Road ideagyPotMtg wiecesnfpelltdbawNdtmeyremonablybeeweaedto affect ft Area? PitseaesNormdode e.kawavanettLwmAprem.), mmMN Msbrmwatefdkdmrgee. NOTE: IfAryMswerto Questions Arta B. AtI SWPPPsYltet rbgainasta~n tbmtwakr Ina B" and the diraugh ttkgisAnswemd wah a Cheek Mark mmpowrAshalbe'kepamdbyoqueMWDesign Pmbsebtret bNNmYYork .Storm'Water,*Aft~eg~,DrrOln*&&Ds nom sbpk** bythe amoI that is lwmdadgbblafi ram RsgwradbytheTwn M pitcples anrlpwttlcesMb'kmr WalwM Setnhold and Must be Submitted forRovbw Prlorblssumwe r"IiieleAMIl d ement. MOTE: AtgtttkMakfi/) andbrAraavbraedrtiuestlorrb Reqused fare LbmpkMAppeoam) STATE OF NEW YORK, Notary Pubk, State of New York COUNTY OF SS No. 01 BU6186050 / ?L.•.` ouaNNed in Suffolk County That I, i~ "1 being drily swum, deposes and says that he/she is th aiPP . (Ndnteor signhgDOnment) pli cant for Iseim t, _ And that be/she is the AXT._ lbxner: iain Agak comotaMt>fAdei'eta Owner and/or representative of the Owner or Owners, and is drily authorized to perform or have orated 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 Rind belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn tore me this; Notary Public:../ n !i' ~ ra of FORM - 06/10 SOOl~o6 Town Hall Annex J # Telephone (631) 765-1602 54375 Main Road (631) 765-952 P.O. Box 1179 s• rooer.richertdi own.sou o .nv.us Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: VoTI f Date: Company Name: CAW- - e y(Gc Name: t F License No.: 3yoc)l Address: 0 E &-115 If JO svciTyoo Phone No.: Lv-- 9y JOBSITE INFORMATION: (*Indicates required information) *Name: &AT(4,0~ C)l57- 19RoPc-477c-S (C *Address: y% Q() MA&~ RD So?T,(oin *Cross Street: Lo w &n, r2 to *Phone No.: 5-- Permit No.: Tax Map District: 1000 Section:_ Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 1 ,ro VZ,k'rA/C sy ~G~"I lr~c7 (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough in Final *Do you need a Temp Certificate: NO Temp Information (If needed) *Service Size: 1 Phase 313hase 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 P61 14 trlo.- ReI~ b S 82-Request for inspection Form 1 pf SO Town Hall Annex l~f * Telephone (631) 765-1802 54,375 Main Road P.O. Box 1179 roger.richertdro m laVU 10195.nv.us Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: IT14 Date: -X1- / Company Name: tti M - ZT - cC ti Name: License No.: p I _MF Address: 1320 5 12 6U c0 A- Phone No.: 6-31 92117-~q -7 5`_ a JOBSITE INFORMATION: (*Indicates required information) I~ *Name: e a i r A/ Linn (~AST- Pr,, 8eC7, t g U C 1- c.n n e-4, R SF-494k Tr *Address: SyRc~oS- *Cross Street: L D wL2 2n *Phone No.: C,, r Y66 -0280 Permit No.: Tax Map District: 1000 Section: Block: l,= Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Imo ~.ZS MneMAJ flUt(. d9l!%q &A^D -TiExvrL- (Please Circle All That Apply) *is job ready for inspection: YES/ C101"2 . Rough In Final *Do you need a Temp Certificate: YE /NO Temp Information (If needed) *Service Size: 1 Phase Phas 100 150 20 300 350 400 Other Vew Service: Re-connect ndergro Number of Meters Change of Service Overhead ditional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form ~Q G I J T IR pF SOplyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road 4 Fax (631) 765-9502 P.O. Box 1179 Southold, NY 11971-0959 ~~y00UNiV 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. 1 ? Ot Final Health Department Approval. lumbers Solder Certificate. (All permits involving plumbing after 411/84) 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 ~ P tt _ fro I J , ~ UNAUiI!OC'TFD z'ir' /./j~ QQ VYI SOiION T12JVEYf J+ArQNill-7G'^ E! }~.'?:)~.r -j- "r r~' .1 .I j EDUCATCN I k.•_ t J i ^ ~7 ~,•Q ~i." C7 J (?~u y1 Cc Ur C' ,f.a,. /?'~1 `,rlG~i~ / THE L or Cf1R(NG_i I oU3 , . r rSA;1 EMS QP U :EAL / ? A v ~..lD cL r C q: ,a::IDLr•EO . G l fUARAn F. -i-IF., Ckl1A Tr r r.,r U,4 n r v, yr r ' TITLE coy r ° f_c~i+,- - - - I LLNC NG INS !TU` .cp.<.Y AND TO THE ASSIGNEES c t,tr L, LILAC INSIS / f 4 j TUTION. GUALANTnS A t1 t.,[.., i s p ~f" I:'.! TO ADDITIONAL IN 1' - I TFAE SiikA61E l r 01YNLK5. LLi`nS Ua +VfitOUp+i - - - i COMcheck Software Version 3.9.1 f n~( Envelope Compliance Ce ' DDii D 2010 New York Energy Conservation Construction Cod DEC - 4 2M U Section 1: Project Information eioc DTP[. _ Tc~,', ~r,r~~r!aolo 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. Buller, 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 Typi Floor Area Warehouse 2880 Section 3: Requirements Checklist Envelope PASSES Design 1 -.1better than code Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(s) Perimeter Roof 1: Attic Roof with Wood Joists 52 30.0 0.0 1 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. 0 2. Windows, doors, and skylights certified as meeting leakage requirements. 0 3. Component R-values & U-factors labeled as certified. ? 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 0 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. F-i 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. L] 8. Cargo doors and loading dock doors are weather sealed. L] 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. ? 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 2 O Building entrances with revolving doors. ? Doors not intended to be used as a building entrance. ? Doors that open directly from a space less than 3000 sq. ft. in area. LJ Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. I] 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. T. Avrze-7 Name - Title re Date NEW YOq~ SU74 41 Q CO W Z 14 W 'o p73A `O2 QYSFO PROF 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 Norton Buildings Jeffrey T. 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 (BxC) 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/ x of Fixture (C X D) Fixture Fixtures Watt. Warehouse (2880 sq.ft.) Compact Fluorescent 1: Twin Tube 8/3W / Magnetic 1 2 8 16 Total Proposed Watts= 16 Section 4: Requirements Checklist Interior Lighting PASSES Design 990, 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. Li 5. Master switch at entry to hotel/motel guest room. LI 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: J Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. ? 10.Photocell/astronomical time switch on exterior lights. Exceptions: LJ Lighting intended for 24 hour use. Li 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. %~r~fz~r T• ~Ljzr~ Yo a-7 tea Name - Title C+~ 6U Tt ?b Date K N W ' ^ 1Y 4L v ~.0 OT~pa`b\O~q ~SFD PROF I Project Title: Platinum Electric Report date: 11/27/12 Data filename: Platinum.cck Page 4 of 6 COMcheck Software Version 3.9.1 Exterior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information i 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 OuanUty 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 areastsurfaces. 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 819W / Magnetic 1 1 8 8 Total Tradable Proposed Watts = 8 Section 4: Requirements Checklist Lighting Wattage: ? 1. Within each non-tradable area/surface, total proposed watts must be less than or equal to total allowed watts. Across all tradable areas/surfaces, total proposed watts must be less than or equal to total allowed watts. Compliance: Passes using supplemental allowance watts. Controls, Switching, and Wiring: ? 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. ? 3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor (with time switch), or an astronomical time switch. Ej 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: J Lighting that has been claimed as exempt and is identified as such in Section 3 table above. J Lighting that is specifically designated as required by a health or life safety statue, ordinance, or regulation. J Emergency lighting that is automatically off during normal building operation. J 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. Name - Title Si U Date SEW YOgk 0 eur~9 +b tQ tLL to ' z 2 M W P O ~YSFO PROF~e,6 i Project Title: Platinum Electric Report date: 11/27/12 Data filename: Platinum.ock Page 6 of 6 6 E NOTES: I . NO 1-3-8 NO 1-3-8 Y SLI ]-11-1 5-9-0 5-8-15 5-9-0 5-9-0 5-8-15 5-9-0 7-11-1 EP ]-6-1 12-I1-] 18-q-15 23-109-8 29-4-1 34-9-9 40-2-15 TC ]-6-1 5-5-6 5-5-8 1 5-5- 5-5-9 5 5 8 5_5 6 ] 6 1 SL 13-8-0 11-6-0 11-6-0 13-8-0 EP 12-11-] 23-10-8 34-9-9 1]-9-0 T. 12-11-] 1 10-11-1 10-11-1 I 12-11-7 #10x16.25 E SL 25-2-0 #20G-M420-].5x10 #20G-19420-].5x10 T 3.953- D F -13.953 CROWN C,G 0-0-8 T2 T3 #11.25x12.5 #11.25x12.5 C G 9-3-0 #20G-MN20-2.5x5 W6 #20G-MN20-2.5x5 B H 1-BL 4. 042 F- T1 W4 W] WE W2 -14.042 WS Wg W10 T4 611.25x12.5 W3 W11 W12 611.25x12.5 A C W1 M I NY :Y Ad Y& WG2- #F 66.25x17.5 BI R P O N H2 M K J B3 66.25x1].5 #20G-MN20-5x6.25 18G-MTSH-10x16 #8.75x10 #8.75x10 #20G-M420-8.]5x8.]5 #20G-MN20-5x6.25 6].5x16.25 Q L 67.5x16.25 #20G-MN20-8.]5x8.]5 18G-MTBH-10x16 HC 15-1 - 1 -1 - EP 15-I1-0 31-10-0 4]-9-0 15-11-0 15-11-0 BC 8- -1 1 6-0-10 1 3-6-13 ~P 8-2-13 14-3-] wo 20-3-11 23-10-8 2]-5-5 31-10-0 8-2-13 6-0-30 COO 39-6-3 4]-910 rn~- o.o me 6-0-10 8-2-13 r1lIM ,•,I,y WW##4#y ~ m 1 4]-9-0 O • RO EXCEPT AS SHOWN ALL PLATES ARE M1618, # = PLATE SELECTED IN PLATE MONITOR AAAIII y . ml Nol- - r Scale: 0.190" = 1' Robbins Engineering, Inc. Online PlusEX sob Mask Quan IS Span PI-Hl Left OH Right OH 30 Single Drmving 90 48 SC MN PLATE 0224802 1 z2N 470900 4.042 0 0 Robbins Engineering. Inc.A]nline Plus" 0199&200] V.iOn 200025 SI,I. D.a ng Es, Peg. 914nW7 8']6:41 AM Page 1 son Ma=x Quan Type Span P1-H1 Left OH Right OH Esgineering 3090 48 SC MN PLATE 0224802 1 z2N 470900 4.042 0 O HO 1-3-8 80 1-3-8 ICI 12-11-7 10-11-1 1 10-11-1 12-11-7 I #10x16.25 #20G-HN20-7.5x10 E #20G-19120-7.5x10 T 3.9531- 0 P -13.953 #11.25x12.5 T3 #11.25x12.5 #20G-MN20-2.5x5 C G #20G-MN20-2.5x5 9-3-0 a W6 R W4 w8 1-8L 4.042 r'-T1 w7 W10 T4 4.042 1 611.25x12.5 WE W9 W12 611.25x12.5 A W3 H11 I it WG2 la 67.5x16.2581 R P O N 82 M J 83 67.5x16.25 RI I' 9201-6ffi20-5x6.25 181-MT8H-10x16#8.75x10 #8.75x10 H #20G-KN20-5x6.25 II 66.25x17.5 0 #20G-MN20-8.75x8.75 66.25x17.5 #20G-NP20-8.75x8.75 L 181-MT8H-10x16 HC _ 8 47-9-0 00 EXCEPT AS SHOWN ALL PLATES ARE MR1818, # = PLATE SELECTED IN PLATH MONITOR Scale: 0.142•= V Robbins Engineering, Inc./Online Plus' APPROX. TRUSS HEIGHT: 642.9 LBS A -B 0.82 18164 C 0.44 0.38 Jt Type P1t Size X Y JSI B -C 0.98 17655 C 0.43 0.55 A MN18 11.3x12.5 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 0.2B 0.23 A MN18 6.3x17.5 1.00 3090SO-0224802 E -F 0.51 14330 C 0.28 0.23 B4 MN20 2.5x 5.0 Ctr Ctr 0.61 CSI -Size- ----Lumber---- F -G 0.61 17012 C 0.40 0.21 C# MN18 11.2x12.5-1.0 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# MN16 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# MN1S 11.2x12.5 1.0 2.4 0.96 EX O -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-#i 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.Ox 6.2-0.1-0.1 0.49 Brace truss as follows: L -K 0.54 14640 T 0.47 0.07 Q# MN20 B.Sx 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 -1 0.90 17034 T 0.55 0.35 0# MN1S 8.8x10.0-0.B 0.6 0.94 BC 7- 6- 0 0- 0- 0 47- 9- 0 -------------Webs------------- M# MKIB 8.8x10.0 0.8 0.6 0.94 WE (1)-2x4 T-Brace on D -0 B -R 0.08 749 C L MTSH 10.0x16.0 Ctr 0.4 0.77 WE (1) -2x4 T-Brace on M -F R -C 0.02 146 T K# MN20 B.Sx 8.8-0.6 0.6 0.99 Attach to 1-1/2" 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 908 of web length D -O 0.46 3615 C T-Br # = Plate Monitor used and have an moe 1.4CE6. O -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 Total 34.0 6.0 40.0 G -J 0.02 155 T NOTES: Spacing 108.0" J -H 0.08 757 C Trusses Manufactured by: Lumber Duration Factor 1.15 Morton Buil B Plate Duration Factor 1.15 TL Defl -0.97" in 0 -M L/576 Analysis Con r' me TC Fb=1.00 Fc=1.00 Ft=1.00 LL Defl -0.83^ in 0 -M L/679 ANSI/TPI 92• Q SC Fb=1.00 Fc=1.00 Ft=1.00 Hz Disp LL DL TL prevent t1ray no n96, Jt A 0.27" 0.051- 0.32" bearia cato , Jt React Oplft Size Req'd Shear Grain in A -B 0.62 L Lb In-Sx In-Sx r A 8595 95 0 0 5- 8 7- 2 Plates for each ply each face. NOTE: USE DiF p E1. S, I 8595 0 5- 8 7- 2 PLATING CONFORMS TO TPI. This de m8 "1%1-t REPORTS: ICC-ES ER-2929 s d •t1 p Hembr CSI P Lbs Axl-CSI-End Plate - MN20 20 Ga, Gross Area monito . ----------Top Chords---------- Plate - MN18 18 Ga. Gross Area Max cc . force p1 ID RoLGns ENlneiM9 :Ac 00nn*NUS^e1995-200]VOnion]0.0015L......__ Plate .v - M1'8H 18 Ga, Gross Area Quali Contro ctor 10 l1 ~O4 - l ~ Page 1 of 13 FOR: Platinum East Properties, LLC JOB M B128011763 Southold, NY BUILDING USE: S-1 BUILDING DESCRIPTION: WIDTH.- BW = 48 ft LENGTH BL 60 ft SIDE OVERHANG WIDTH......... sow:- Lft END OVERHANG WIDTH.......... EOW I -ft GRADE TO HEEL HEIGHT........ HH 16 ft ROOF SLOPE RS 4 /12 BAY SPACING. ........BS 7.5 ft i DESIGN LOADS: WIND SPEED. V,,:- 120 mph EXPOSURE CATEGORY.- EC:= "B ENCLOSURE CLASSIFICATION... EnC = "ENCLOSED" WIND IMPORTANCE FACTOR..... I,,.:= L0 GROUND SNOW LOAD ps = 20 psf SNOW EXPOSURE FACTOR.... SEE:= "PARTIALLY" SNOW IMPORTANCE FACTOR.. L:= 1.0 THERMAL FACTOR c,:= 1.2 ROOF SURFACE Surface "SLIPPERY" SLOPED ROOF SNOW LOAD ps 0.7-Ce Is pg.C,.C, ps = 15.8-psf MINIMUM ROOF LIVE LOAD L,:= 20psf(R,)(R2) L, = 16.8-psf DESIGN LIVE LOAD LJ,. 17psf DEAD LOAD DL:- 4•psf CEILING LOAD CL = 0•psfNIF REFERENCED STANDARDS: ASCE 7-05 h L aG ' IBC 2009 = * ~A 't NYBC 2010 • d NDS 2005 46, now 1 ~I_ OC; - L I Page 2 of 13 WIND CALCULATION: W2 Ws W EH = 17.5 ft W4 BH = 16 ft BW = 48 ft J r WIND DESIGN COEFFICIENTS: WIND DIRECTIONALITY FACTOR Y,:= 0.85 3-SECOND GUST SPEED POWER LAW EXPONENT a = 7 NOMINAL HEIGHT OF THE ATMOSPHERIC BOUNDARY LAYER.... z„ = 1200 ft MEAN ROOF HEIGHT H = 21.527 ft HEIGHT ABOVE GROUND LEVEL (ASCE minimum) z = 30 ft VELOCITY PRESSURE EXPOSURE COEFFICIENT Kz = 0.7 VELOCITY PRESSURE... q:= 0.00256 Kz Kd-V3S2 I'-psf q = 21.953 psf EDGE STRIP WIDTH....... ESW =4.8ft END ZONE WIDTH.......... EZW=9.6ft INTERNAL PRESSURE COEFFICIENTS: GCpi.IN = -0.18 GCpi.OUT = 0.18 EXTERNAL PRESSURE COEFFICIENTS - CASEA - TRANSVERSE LOADING: END ZONES INTERIOR ZONES GCpfAIE=0.78 GCpfAI=0.516 GCpf.A.2E _ -1.07 GCpf.A.2 = -0.69 GCpf,A.3E = -0.673 GCpfA.3 = -0.469 GCpf.A.4E = -0.618 GCpf A 4 = -0.415 Page 3 of 13 MW FRS DESIGN PRESSURES - CASE A - TRANSVERSE LOADING: END ZONES \ PA.IE.I q'(GCpfA.IF-GCpLIN) PA.IE.1 -21.078-psf PA.2EI =q (GCp1:A>_E-(jCpi.IN) Pn2E.I --19.538-psf PA3E.I q'(GCpfA.3E-GCpi.IN) PA3E.I--10.829-psf PA.4E.I q'(GCpf.A.4E - GCpi.IN) PAAE.I = -9.617-psf i PA.IE.' =q,(GCpCA.IE-GCp,OUT) PA.IE2=13.175-psf PA.2E.2 = q'(GCpf.A2E - GCpi.OUT) PA.2E.2 =-27.441-psf PA.3E.2 - q'(GCpf.A.3E-GCpi.OUT) PA.3E.2 =-18.732-psf PAAES q (GCpCAAE - GCpLOUT) PAAE.2 = -17.52-psf INTERIOR ZONES \ PAFF q,(GCpeA.I - GCpi.1N) PA.I.I = 15.289-psf PA2.I q'(GCpfa2 - GCpLIN) PA2A -11. 196-psf PA3.I q*(GCpf.A.3 - GCpcIN) PA.3A =-6.334-psf ~i PAAA = q.(GCpf.A.4-GCpi.IN) PAA.i = 5.167-psf PA. 1.2 q,(GCpfA.I - GCpcoUT) PA.1.2 = 7.386-psf PA.2.2 q.(GCpf.A.z - GCpi.OUT) PA.2.2 =-19.099'psf PA3 2 q'(GCpf.A.3 - GCpfoUT) PAS2 = -14.237-psf PA.4.2 q'(GCpCA.4 - GCpI.OUT) PA.4.2 =-13.07-psf Page 4 of 13 MAIN WINDFORCE-RESISTING SYSTEM: END ZONE HORIZONTAL LOADS PA,E,Ml = 30.696 psf ' PA.F,od ° O'psf INTERIOR ZONE HORIZONTAL LOADS PA.wal = 20.456 psf PA.,..l - O'psf DIAPHRAGM PROPERTIES: ROOF Safety Factor 2.5 Duration_Factor:= 1.33 Roof Material: 0.019 Hi-Rib Steel m to he 177 plf Ultimate Shear Roof-Allowable-Shear = - Duration Factor Safety _Factor Roof Allowable Shear = 94.16 plf WALL Sz c r 2.5 D~r ~ n F t = 1.33 Wall Material: 0.019 FI-Rib Steel tim to he 177 plf l (Ultimate Shear Wall-Allowable-Shear:= I F I Duration Factor Safety _Factor J Wall Allowable Shear=94.164-plf SHEARWALL (Table 2306.4.1) Wall Material: One Layer of 7/16" OSB with nails at 3" o.a. ShearWall_Allowable _Shear.= 1.4 200p1f•.92 ShearWall_Allowable_Shear = 257.6-plf Page 5 of 13 END ZONE LOADING TO ROOF DIAPHRAGM: WE.ali~ .375.EH.PAl,oll WGwau=201.747-plf RS BW W1 loot PA.enwf 12 2 Let_.of - O-plf EL WF.nail + WE.roof EL - 20L747-plf INTERIOR ZONE LOADING TO ROOF DIAPHRAGM: Wl.icall .375-EH-PA.,all wi,11 = 134.448-plf RS BW Wl.mo( 'PAmol 12 2 Wl.mof = 0-plf 11 uk,all + WI.roof IL = 134.448-plf WIND LOADING DIAGRAM 22 EZW 20 ]so- 160" 14 20, 0 20 40 Building Length SHEAR DIAGRAM 4627. 2895.6- 1163.3- -568.9-0 20 40 -2301. - 4033. Building Length Page 6 of 13 SHEAR TO ENDWALL SHEAR-TO-END-1 = 4627.82 Ibf ROOF: RW BW + 2 SOW RW = 50 ft Allowable_Diaphragm_Shear Roof:- Roof Allowable Shear.RW Allowable_Diaphragm_Shear_Roof = 4708.2lbf NORTH-WEST WALL: SHEAR-TO-END-1 - 4628-Ibf Available-Siding 29ft Wall-Allowable Shear = 94.164 fC psf AllowableShear NW Wall:- (Available_Siding)(Wall_Allowable_Shear) 2730.756-lb (SHEAR-TO-END-1 -AllowableShear NW Wall) Length_NWShearWalheq - - = 7.364 ft ShearWall_Allowable Shear Length _NWShearWalla,, 7.625ft i NORTH-EAST WALL: SHEAR-TO-END-1 = 4628-Ibf ANy~a~b~~ S fin: 3611 Wall -AIloWable_Shear = 94.164 ft psf AllowableShearNE_Wall (Available_Siding)(Wall_Allowable_Shear)=3389.904-1b Length_NEShearWalheq (SHEAR _TO_END_1 - AllowableShear_NE_Wall) 4.80611 ShearW all_Allowable_Shear Length_NEShearWallem 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 a() base (BW 1 Axial-Reduced-Live:- (.75LL + DL+ CL)•BS - + SOW =3140.625Ib 2 (Axial-Wind-Reduced:= .75pA,Ei,BS, Bw -+SOW =-2747.SOS-Ib P 2 PN Axial-Reduced-Live + Axial-Wind-Reduced = 393.121b 0 w-reduced .75pA iF rBS = 118.566-pif o M,. w_reducedEH2)=4552.707.16-ft 8 3 w reduced-(EH - X)2 Mb:= -w reducedEH(EH-X) - - =-2737.906dbft g - 2 LS ft MB 1.5-ft Column Size - "4 - 2x6 Laminated Column" Id - 34.91 M X= 1.5-ft A = 33 in2 Fb = 1900-psi AM/ S = 30.25-in3 Fc = 1750-psi PN l2 1Maj•12•~~ INTERACTION-VALUE r / + r A-FI~ 1.6 S F6 1.6-11 ~F~cE~J INTERACTION VALUE = 0.613 Check # 2 - 3/4 wind. 3/4 LL. Full DL (a), splice 2 Fc.s = 1750-psi A, = 33-in Ss = 22.69 in3 Fb.s = 1900 psi PN 2 IM61-12. m 8 T TIO V E As.FI,. 1.6 + r 1 Ss'Fbs'1.61 (Fce INTERACTION VALUE= 0.492 L Page 8 of 13 TRUSS TO COLUMN CONNECTION: ROOFLOAD 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-Ibf (BW I x'aI (LL + DL + CL)BS - 2 + SOW = 3937.5Ib Center-Member-Is = "2x6" Areacemennember = 8.25-sgin (Total Axial - Connector Load) Bearing_S[ress - - Bearing Stress = 44.594-psi Areacentennember Allowable:= 805psi SIDE WALL FOOTING: LLfooting 16psf Total Axial Footing:_ (LLfoodog + DL + CL)(BS)I W + SOW = 3750.16 2 Allowable Soil-Beating Pressure:= 2000-psf Footing Diameter 24-in Footing Thickness - 10-in Area,,qd Total Axial 2 - Areafeyd = 1.969 fr Allowable _Soil _Bearing_Pressure Areaaet Footing_Diameter2-a Areaaet = 3.142 ft2 4 PURLINS: Purlin Size = "2 x 4 (No. 2 SPF)" Spacing 23-in Fh = 875-psi Roof sheeting load.......... SL 0.9 psf Sac, = 3.063-in3 Pudin dead load PL= 1.1psf Span _Factor= 0.107 Minimum Roof Live Load LLn,;n 20psf Cr:= 1.15 (Pudins) Cd 1.15 CF= 1.5 Total_Loadstrength = (LL,nin + SL + PL) Total_Loadstrength = 22-psf S q = (Span_actor-Total_oadsvength Spacing,BS2) 3 3 Fb Cr Ca CF SIN = 1.756-in Sect = 3.063-in Page 9 of 13 NAILERS END ZONE: SP = 7.229 ft 2 x 6 nailers, 2100 MSR SPF Fb 2100 psi C, = 1.6 C,, = 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. N in (SP)2 12.( J Mmax 8 Mmax = 64L989-ftlb in Mmax' 12 - Sregd ft Sreqd = 1.994-cuin Sac, = 2.063 in3 Fb'Cd'C, Cfu'CF II Page 10 of 13 ASAE STANDARD FOR EMBEDMENT Load Combination PI D+W ~M Leeward Column with collar - non-constrained at grade. ~o V ground surface From ASABE EP486.1 w:= 24in li I, II I~ rr 7.1 lin t,:= 9in 1:= 150pcf•2.1.33 = 399 pcf d d soil forces a' d Va 1439.391.16 Ma = 5045.556-ftlb rotation Initial Guesses axis d 48in dt 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) V;, = S-bf 2d 3 - 3d2) + S -(w b).12(d3do dts - 3(d2 - d 2)J 0 4 3 4 Vad + Ma = -S-b d4 2d 3 S(w-b) d -3ddi +3di 2d 3 - 6ddi 2 + 4d, 3 - - - 4 fdo 4 do Oft<d<-12ft do -<d dt=d - t, d y Find(d,dt,do) dt=2.13ft do=1.806ft d Minimum Post Embedment...... d = 2.879ft d,,,:- 4ft + Loin = 4.833 ft Page 11 of 13 OHD HEADER (C/S6): Header= "(3) 2 x 12" F6= 1250-psi 1.15 _ 393816 393816 3.5ft 7.5ft 1ft 12ft 3117.61b 4758.41b 3938lb 39381b 1ft 7.5ft 3.5ft T 4758.41b 12ft 3117.61b P:= (LL + CL+ DL)(BS)~BW + SOW = 3937.5-Ib 109I1.6lb-ft Rmaz 4758.4lb Mmar = 3 91.088 in Axw Cd.Fn Se,, = 94.92-in 3 Number of Nails Required 20d RS Nail = 201 lb/nail Stub Column 39381b Total Nails,eq = 18 Total Nailsaa 24 Jamb _Column R,,,ax = 4758.416 Total_Nails,eq =21 I~:= 24 I Page 12 of 13 SEISMIC DESIGN: Seismic Use Group "B" Site Class: "D" Spectral response acceleration @ short periods (Ss):0.200 Spectral response acceleration @ 1-second periods (St SI 0.056 Site coefficient (fa): F, = 1.6 Site coefficient (Q: F,, = 2.4 Sms Fa'Ss Sms = 0.32 Sm, F,.SI Sin, -0.134 2 Sys = (3~'Sins Soy =0.213 2 SDI:_(2).S"I Sol -0.09 Seismic_Design_Category _S, = "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): R,:= 7 SIMPLIFIED ANALYSIS PROCEDURE (SAP) FOR SEISMIC DESIGN OF BUILDINGS (SD'-w/ R V = 1005.714- lb APPROVED AS MOTTO ~ DATE' X' ~Z S.P. S PLUMBING , FEE- o1'°a BY WALL TERLINESNEED WASTE NOTIFY S AING OEPAR NT AT TESTING BEFORE COVERING 765-1802 8 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: t. FOUNDATION ON - TVVO REQUIRED IRED TWO REQUIRED FOR POURED CONCRETE lei 2. ROUGH - FRAMING, PLUMBING, STRAPPING, ELECTRICAL 8 CAULKING 3. INSULATION ~WN~GY 4. FINAL - CONSTRUCTION 6 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 NEW YORK STATE & TOWN CODES SOLDER USED IN WATER SUPPLY SYSTEM CANNOT AS REQUIRED AND CONDITIONS OF EXCEED 2110 OF 1% LEAD. ~SOUtHOIDTOWNZBA SOUIW TOM PIMINNG OM SOUTWTOWNTRUSW OCCUPANCY OR - N.YS. DEC USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ELECTRICAL INSIP!Fe"r;0N REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 ALLCONSTRUCT= ftU OF THE TOWN CODE. ftET THE REOUIRMIf> 0 F 11! CODES OF NEW YOM STATE. DONOTPP4=wf N FRAMING FOUNDATION UNTIL S LOCATION OF HAS BEEN APPROVED. ACKERLY LANE SURVEY OF PROPERTY wy yam. SITUATE o SOUTHOLD 2 ° Who W o TOWN OF SOUTHOLD 4ry Wes; SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-69-06-03 e ~Q y y09 9,p .n S.C. TAX No. 1000-69-06-04 ° F 9p~~yr SCALE 2 e ~a fo DECEMBER 2, 2011 JANUARY 6, 2012 ADDED SITE PLAN (N n' TOTAL AREA = 39,432 sq. ft. 0.905 ac. T • ° • • e ° c~N 442e2 S ors o \s Q 'r6' q~O~9 CERTIFIED T0: h/[j°~~ ° s 1p ~ f ~f Q ~ 402 ~W s 'r6' v2. Keith VonEiff s Mary VonEiff Wr ,y ~~9 R~' ~O 2y~ `gyp. &O Platinum East Properties, LLC Fidelity National Title Insurance Company O p0 p 9' ° ~W • ~ ~03 \ 6W ~^0 h 442e2 sro 2 O 20 ° '~F S °R ce ryo oeyao ° b~ 4 (~1AJ Qn, • 220 4S ~ b . ANT ~F \ sosti" e -.J V\~ V 40 F. • TOGO `94' yoa4' ,pro c °cN ~ Y o` o Y C 14- /VO /p h Q ~"a 90 061 O3 n °C 00, Yr q,° pWj Y? p4. E G~ ^Q ` PREPARED H STAN ARD IN ACCORDANCE WITH THE MINIMUM STANNAR L. FOR R TITLE TITLE SURVEYS AS ESTABLISHED j BY THE HIA LS ANN APPPROVE OVED ANN AROPTEN LE TFOR ITLLESA SNCIgTNRY THE NEW YNRH STATE NO yp~0 y W ~ ° Y ,~E OF NEK. y JAM 17 2012 r~oq'J~ ~ i uEoD Derr em. TOWN DF'00111DLD - ~~Oa 4 a a e Lr~ $ N.Y S. Llc. No 50467 y e Y 11 6' `sae DU ALTERATION OR ADDITION UN THIS A VIOLATION A NOLATI TO THIS SURVEY Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STALE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT 9EAR,NG Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To. Stanley J. Seksen, JF L S ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. ngegn0 ITS IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Sabdiv,wons - Site Plans - Construction Layout 50 LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fox (631)727-1727 TUTION CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS 5 1~ 1 THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road PO Box 16 AND/OR EASEMENTS OF RECORD, IF art, New York 11947 JO mes od, New York 17947 ANY, NOT SHOWN ARE NOT GUARANTEED JamesP P 31-217A ACKERLY LANE _ SUFFOLK -COW Ty CLP.AR COUNTY CERARTMENT OF NZALTH SERVICES PARO'?" O°CC NSTRUCTEDWORKS s -1-2ML 's " C=° ' SURVEY OF PROPERTY gym" i 7F.e,wagr: alspoe ai the location havo ewacJr:dIC-VCSaI am. water sup;av racihfies c,rtlLed I•v IN,, OEpa; iocacionhavo, Inspeclerland/or SITUATE ed r'4 trrs Ocp;, .1 or otheragencies h, a. id round i., t o J \ a.Id round i., be satisfaclcq.' S 0 U TH 0 LD r-~ V Naller J o Nilbf S ~`Fco of Wastew; Waller J. Hilbert, TOWN OF SOUTHOLD J`fca or wastewater Management-- SUFFOLK COUNTY, NEW YORK rQ 7 •g y'Z~"~, S.C. TAX No. 1000-69-06-03 lool 0-0 S.C. TAX No. 1000-69-06-04 ~0 a. ray yfo SCALE 1 " DECEMBER 2, 2011 JANUARY 6, 2012 ADDED SITE PLAN DECEMBER 4, 2012 ADDED PROPOSED BUILDING SEPTEMBER 25, 2013 FINAL SURVEY z+~ • °o mss S ~ S "~~,"fon? TOTAL AREA = 39,432 sq. ft. 'r6'• 0.905 ac. S2• tpJ~J' ~D , n9 CERTIFIED To. F` ~'aF Keith Von Eiff Mary Von Eiff Platinum East Properties, LLC Fidelity National Title Insurance Company Y ,A MAJ. e ' _ ~p4~. y:. • - ~`~'`a.. `Lk OF~WOOD s RECEIVED 91 OCT 1 _:°3 SUFF. Co. HEALTH qA°~ 6 OFFICE OF WASTEWA ER MC bi 11"' *v a. ° a Op.°• 001\ o e sT M~ 4441. ~O PREPARED IN ACCORDANCE WNH THE MINIMUM STANDARDS MR TIRE SURVEYS AR ESTMUSHED yOG~ y rTIBO THE LIALS. 111A000ND ADOPfEO ILES/SSDCS ~ Sf~LWD F [ , SEPTIC SYSTEM TIE MEASUREMENTS dl ~ lIj ,y S ~ * 2~ BUILDING BUILDING a~~C+ \ f ~o ° n CORNER ?A CDRNEGR SEPTIC TANK INLET COVER 2926' •'e. SEPTIC TANK OUTLET COVER 31' 26' \ 'c dr 4Np L COVER 1 EACHING POOL 27' 4fi' \ .g q . N Y S Llc No 50467 UNAUTHORIZED AI N OR AODmON Nathan Taft Corwin III LEACHINGG POOL 46' 38' s~~. \ o c .mod • . ' COVER LEACHING POOL TO THIS SURVEY 19 IS A A VI VIDIATION OF SECTION OF THE NEW YORK STATE Surveyor EDUCATION N LAW. COVER 3 SO' 20' ' A R~ti Land COPIES OF THIS SURVEY MAP NOT BEARING THE I-AND SURVEYOR'S INKED SEAL EMBOSSED SEAL AL NOT BE CONSIDERED TO RE A VALID TRUE SHALL RUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. saksen, Jr. LS. yo, ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegna L.S. IS PREPARED, AND ON HIS BEHALF TO THE MENTAL LENDING RlANYID MRN USCRED ERAGE Y AND Title Surveys - Subdivisions - Site Plans - Construction Layout ON AND ~ S 6~ 10 11, TO ME TUITION, CEBRITIIFlC TINS MTHE E NOT TRAINSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING AGGRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Rood P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 JOmesport, New York 11947 -IN OFFICE: CUTCHOGUE, NY JOB NO. 128011763 zwoo 0 Q_ S ~ w z 0 z w 0 Z Z w O a z z Z ~ Z O ° o ^ ° z o ? 7 ? ^ O~ N J W Lr) O O M N N M N V-0" VENTED SIDEWALL OVERHANGS 1 1 1 6-6" 7'-6" 7'-6" 6-6" O O 3'-10 1 /2" N Z w 3 3'-101/2" O C I A I C V-0" NON-VENTED ENDWALL OVERHANGS p S6 55 S6 z W 47-9" 1 w 8"R I &'R 471-911 ,8"R 47'-9" Oz 24"R 0 24"R 24"R 24"R 24'R 24"R Q 24"R 24"R Q' d Q o ? ° 0 Imp 0 8"R 18"R - 39'-101/2" < O 39'-101/2'' - z 18"R W N < z F- 0 0 > O M LL-j o 3 31'-10 1/2" _ 18"R 18"R 18"R - 31'-101/2" z w o Q U~ o ° m CL ~o m N Q I 23'-10 1/2" 24'-101/2" 18"R 18"R - - 18"R 23'-101/2" 7 m I B ~ O I m I'~ IL Sb ° 4 I cn w= D T 13'-10 1/2" - 18"R S7 18 R 18"R 15-101/2" Q a N I oI 5 p 4 w 8 W 18"R 18"R 18"R - 7'-101/2" J T-101/2'\ - - 11L Z o^ 0'-8 1/2" I[ 18"R 0 24"R 24"R 0 2 'R 2 "R 24"R 24"R 24"R 18"R ~ I o 18"R DRAWN BY.. BYBEE 0'_0" 0,-0.. a DATE: 10/26/2011 CHECKED BY: LAMERE COLUMN PLAN LEGEND m 7-41/2" 7'-6' 7'-6" 7-6 71-6' 7-6' 7'-6., 7'41/7' 4 1 /2" DATE: 11/02/11 REVISEDDArE 7/03/12 ? - 3-2x6 LAMINATED COLUMN LOCATION W/4'-0" EMBEDMENT ® - 4-2x6 LAMINATED COLUMN LOCATION W/4'-0" EMBEDMENT b REVISED DATE..' 0 1 B - 3-2x8 LAMINATED COLUMN LOCATION W/4'-0" EMBEDMENT ^ - ^ ^ REVISED DATE: • o - HEADERED TRUSS LOCATION N EV/S dpW ~ < N w N D - 3068 9-CITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK Lr) FIBERSTEEL WALKDOOR, OUT SWING, LEFT HINGE WITH ~ LU=¢, Ltv rt w~.nac D - (213068 9-LITE TEMPERED GLASS IN LEAF WITH EMBOSSED COLUMN PLAN CROSSBUCK FIBERSTEEL WALKDOORS, OUT SWING, RIGHT HINGE WITH CLOSER, LEVER LOCKSET p * o ~SHtlTTERCL----__-__ ~ - (6) 4429 9-LITE HAYFIELD SLIDING WINDOWS w/l y"x31"OPEN LOUVERED d Di - (2) 12'-2" x 14'-1" OVERHEAD DOORS ROUGH OPENING SCHEDULE ° . Ab. 5M1 (1) 3'-6" X 3'-6" CUPOLA WITH "M" 30" WEATHERVANE NON-FUNCTIONAL 1 _ - oM F° - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS z H HEIGHT r` UNIT PA o,; ? FROM sQ- (2)7/16" OSB SHEARWALL LOCATIONS (SEE DETAILS SHEET S6 OF S9( " 81" - 216 LF PERIMETER SEAL PACKAGE o? OTING WITH 8" THICK MINIMUM READI-MIX CONCRETE " 33 5/8" 18"R - 18" DIAMETER FO BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READI MIX TO o v rV' % n TOP OF 218M STILT (9"t(. PLACE CONCRETE BELOW AND ABOVE FZ BOTTOM OF LOWER COLUMN IN ONE OPERATION. 24"R- 24" DIAMETER FOOTING WITH 10" THICK MINIMUM READY-MIX 2 8 SCALE: AS NOTED CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL SCALE: SHEET NO. READY-MIX TO TOP OF 224M STILT (9"±). PLACE CONCRETE 1' 4' 16' BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. S1 .1OFS(~ ° 0 OFFICE: DESIGN AND EXPLANATORY NOTES CUTCHOGUE,NY 0 Q JOB NO. 4 30'-6" °M 29'-6" 0 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128011763 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE 4 6 .8' WIDE 4.8' WIDE 3 / 6E 4 ~E OWNER. F7 (ZONES 2 & 3) (ZONE 2) (ZONES 2 & 3) 3' U ° ! (ZONE 1) 4E 2 (ZONE 3) Q N P 2 7 5 (ZONE 2) 1 W G O z :E MWFRS (ZONE 3)) n' D! W Z Reference a Corner 12 12 t;'' X10 z J DC J 1 1 1 1 1 1 N Z W H w W^ 50.4' WIDE (ZONE 4) E 4.8' WIDE EL 4.8' WIDE 4,8' WIDE 4.8' WIDE - 1 (ZONES 2a3) O Z (ZONES 2 & 3) (ZONE 5) (ZONE 51 lp_0" 40'_O" 1 r 10~o - o q 4 O 0 0 0 Q W NORTHEAST ELEVATION U w Z 48' WIDE 4.8' WIDE~I 12 2 (ZONE 2&3) 4 (ZONE2&3)~ q~ T#16GABLETRIM Z O 0 JIL O HI-RIB STEEL SIDING 11 a T#21 CORNER TRIM T#167 TRANSITION TRIM 1 1 1 HI RIB STEEL WAINSCOT Q T#167BASETRIM I?4 g D J 38.4' WIDE (ZONE 4) 38.4' WIDE (ZONE 4) L 4.8' WIDE J 4.8' WIDE 4.8' WIDE 48' WIDE (ZONE 5) (ZONE 5) (ZONE 5) 3'-6" 32'_6' T_6•' 15-6-- 15-6" 16,-0" 8'-6" 3 O 4 0 ~rIZONE 51 o i dyylo O b ZO p 4.8' WIDE :o in _ I v ZONE I) 4.8' WIDE JIDE N M V 8 3) po DRAWN BY.' BYBEE NORTHWEST ELEVATION (ZONES 2&3,~ M a ZONE 2) ZONE5283)~ let DATE: 16726,1201 1 (ZONE 3) SOUTHEAST ELEVATION CHECKED BY: LAMERE VENT-RIDGE OO DATE: 11/02/11 (ZONE 2) (ZONE 3) 5" O.G. GUTTERS REVISED DATE' 7/03/12 REVISED DATE' REVISED DATE: REVISED DATE. NpM xu 7 -77FFTT 11 777 ..tl! NEW 12 HI-RIB STEEL SIDING tie~V 0~. sUTj,• 'k T#21 CORNER TRIM m . Z, T#167 TRANSITION TRIM ~d HI-RIB STEEL WAINSCOT Ab. 8,_4' T#167 BASE TRIM I ~ 50.4' WIDE (ZONE 4( 4.8' WIDE DE 4.8' WIDE 4, 614'_6, (ZONE 5) 5) (ZONE 5( 2' q q O O SCALE: SCALE.• AS NOTED O y P 1 q' 16' SOUTHWEST ELEVATION o O SHEET NO. S4.1 OF S9 OFFICE..- DESIGN AND EXPLANATORY NOTES GUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S 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 _L28011763 INCORPORATED AS PART OF THESE DRAWINGS. RETENTION OF 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED CONFORMANCE WITH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE A L LI D I G DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. U ' 3.1 MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.11.2 c~ (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN 0 a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF m THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI( IS POURED IN PLACE TO THE b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY d SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE w STRUCTURAL MEMBER = 17 PST ~ 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 (D CONCRETE (SEE PLANS. NON-TEMPORARY LOADS W/ APPROVAL FROM BUILDING OFFICIAL. z 0/ w BUILDING DESIGN CRITERIA Z 4.) IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON UNLESS ACTING ~J TREATED LUMBER - PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE BUILDING CODE NYBC 2010 10 a 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 COMPLYING WITH USE CATEGORY UC4A (AWPA OR ]CC-ES) AND IN COMPLIANCE WITH USEPA FLOOR AREA 2880 SO FT FT 5.) + THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE U GUIDELINES AND STANDARDS. MEAN ROOF HEIGHT 21.5 FT NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' J I 1 1 BUILDING CATEGORY II SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. _I I 1 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 #3 (n z 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. ROOF SNOW LOAD' 16 PSF W 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 Lu BETTER WIND SPEED (Vas) 120 MPH 1 r W Wn WIND IMPORTANCE FACTOR 1.0 O z ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS EXPOSURE CATEGORY B 304 TO D:f ci REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS INTERNAL PRESSURE COEFFICIENT ±0.18 O D CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN BUILDING DESIGN CONDITION ENCLOSED ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. WIND LOAD DESIGN ASCE 7 METHOD 2 ioD 2 - - cn o cl:ffs_ ZONE IE 21.08 PSF 21 .08 PSF LLJ q SIDING PANELS (KYNAR 500 / HYLAR 5000) - 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME, WITH ZONE 2E -27.44 PSF -27.44 ESE 48' x 16' x 60' f- b PROPOSED C f 1 ~o -18.73 PSF i~ 45'±TOe MORTON 40'±TOR AN ADDITIONAL BAKED-ON KYNAR 500 / HYLAR 5000 FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ZONE 3E -18.73 PSF -17.52 ESE BUILDING w z ON EXTERIOR ZONE 4E -17.52 PSF 17.34 PSF _Z MAIN WINDFORCE RESISTING SYSTEM ZONE 5E 17.34 PSF -13.39 ESE = O ROOFING PANELS (FLUOROFLEX 2000 T-I - 0.019" MIN. AZ55 GALVALUME WITH AN ADDITIONAL (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 6E -13.39 PSF BAKED-ON THICKNESS POLYURETHANE PRIMER AND KYNAR 500 / HYLAR 5000 TOPCOAT WITH A TOTAL IFOR ZONES SEE MWFRS ON ELEVATIONS FACE) ZONE 1 15.29 PSI (MAXIMUM VALUE SHOWN) ZONE2 -19.10 PST 15.29 PSI Q U MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR - _ ZONE 3 -14.24 PST -19.10 PSF I IL -14.24 PSF x -13.07 ESE 50' ± TO R. m TRIM -DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, BONE 4 -13.07 PSF RIDGES, CORNERS, BASE WINDOWS. AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. PONE 5 12.73 PSF 12.73 PSF 1 z O PONE 6 -10.32 PSF -10.32 PSF - (`D n. ZONE 1 14.93,-23.71 PST GUTTERS -5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/ HYLAR 5000 FINISH TO MATCH ZONE 2 14.93, -41.27 PSF 'x.93,-23.71 ESE BUILDING LOCATION PLAN c./1 Z .93,-41.27 PSF 7 5' 30' I 1 1 _ TRIM, ON BOTH SIDES OF THE BUILDING. COMPONENT 8 CLADDING WIND LOADS (ALL FORCES ACT NORMALTO THE SURFACE) ZONE3 14.93,-61.03 PSF .931-61.03 PSF SCALE: w 0 2x4FK 10/09 (FOR ZONES SEE ELEVATIONS) ZONE 4 25.90,-28.10 PSF ;.90,-28. 10 PSF 3.75' 15' 60' d 7ZONE 5 25.90, -34.69 PSF i.90,-34.69 PSF 1 I 1 g ROOF SNOW LOAD CALCULATIONS J z Q Ps = 0.7 x Ce x I x Pgx Ct x Cs Ce = SNOW EXPOSURE FACTOR = 1.0 z I = IMPORTANCE FACTOR = 1.0 Pg = GROUND SNOW LOAD) = 20 PSF Ct = THERMAL FACTOR = 1.2 Cs = ROOF SLOPE FACTOR = 0.94 Ps = 0.7 x 1.0 x 1.0 x 20 x 1.2 x 0.94=15.8 PSF DRAWN BY: BYBEE DA FE' 10/26/2011 CHECKED BY. LAMERE DATE: 11/02/11 EARTHQUAKE DE: )UAKE DESIGN DATA TABLE REVISED DArE 0.2 SEC SP'ECTRAL RESPONSE SE 0.20g REVISED DATE: ACCELERATION (Ss) 1.0 SEC SPECTRAL RESPONSE E REVISED DATE' 0.056g %EVISED DATE ACCELERATION (Si) SHEET INDEX TYPICAL LUMBER SPECIFICATIONS -2005NDS SEISMIC DESIGN CATEGORY 'Y B ..,,.,ri... CTo nocr-oionnni RpMnINn VAI uF ph onu rvkir v-ATmIov IT of ~ I m. n 3rlrr I4f UL3l mlr v v GI OF GI SPECIFICATIONS & SHEET INDEX 2x4 NO.1&2SPF 1313 PSI SITE CLAS,Si D S1 0F S9 COLUMN PLAN 2X4 2100f MSR SPF 2100 PSI #B23 LIGHT FRAMED WALLS I HEREBY CERTIFY THAT THE STRUCTUR R IQ TRUSS PLAN, TRUSS TIE DETAILS $ END RAFTER CONNECTION 2x6 NO. 1 & 2 SPF 1138 PSI. BASIC STRIUCTURAL SYSTEM AND S2 OF S9 DETAILS 2x6 NO. 1 SYP 1650 PSI SEISMIC-REESISTING SYSTEM AND SHEATHED STRUCTURAL THIS BUILDING WAS PREPARED BY ND . Q PANELS RATED D FOR FOR SHEAR RHEAR DIRECT SUPERVISION AND THAT V~ D K. ,q' , LICENSED/REGISTERED PROFESSI 4 RESISTANCE OR STEEL SHEETS g * 'k S3 OF S9 TRUSS DRAWING, PURLIN LAYOUT & PURLIN DETAILS 2x8 NO. 1 SYP 1500 PSI' 2x10 NO. 1 SYP 1300 PSI RESPONSE', MODIFICATION FACTOR (R) FACTOR (R) S4 OF S9 ELEVATIONS SIMPLIFIED ANALYTICAL PROCEDURE 4b' 5710 SIDEWALL SECTION, COLUMN SPLICE DETAIL & STILT 2x12 NO. 1 SYP 1250 PSI ANALYSIS (PROCEDURE S5 OF S9 ISOMETRIC ALL 1950f MSR SYP 1950 PSI SEISMIC DEESIGN BASE SHEAR ~R 1010 LBS,q~' • ~y, S6 OF S9 ENDWALL SECTION. OHD HEADER SECTION & SHEARWALL 11/2"x16" LAMINATED VENEER LUMBER 2800 PSI DETAILS 31/2"x15" GLU-LAM 1650 PSI RONALD L. SUTTON, P.E.~N m~~Rd DATE: I-09-1 REG.# S7 OF S9 EYEBROW SECTION & EYEBROW DETAILS 51/4"x161/2" GU--LAM 2400 PSI SB OF S9 CUPOLA DETAILS& WIND PROTECTION DETAILS 51/4"x191/2" GLU-LAM 2400 PSI SCALE: AS NOTED S9 OF S9 FASTENING SCHEDULE NOTE; HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. SHEET NO. Gl OF Gl OFFICE: CUTCHOGUE, NY JOB NO. 128011763 0 Q. P °m m N Z O Z O Z w (M~l w O V Z a O z O z - 01 o O p 01 U Z O 1 z o o 7 7 Z O Q 7 o m 12' 0" 6-6" 7-6' 7'-6" `O 6'-6" 12,_0" W J W F-0" VENTED SIDEWALL OVERHANGS Ul Z O U U O 3'-10 I /2" 3 3'-10 1/2" W 1'-0" NON-VENTED ENDWALL OVERHANGS ~7- 3 O C A I C w z ~ 56 S5 ~ - 56- - W 47'-9" 47'-9" 18"R 18"R 18"R 4T-9" Q zz 24"R 0 24"R 24'R 24"R 24"R 24"R 24"R 'R v d a TV o 0 0 0 o F- _ 0 18"R 39'-101/2" Q ~ 39'-101/2'' - - Z 18"R 18"R W P w I 4 ~ U Q O m J D LLJ 18"R - 31'-101/2' Z ~ 31'-10 1/2' - O 18"R 18"R Y - o I Q V o o co EL a Qo 24'-10 1/2" 23'-10 1/2" - i 18"R 18"R - 18"R - 23'-101/2" 7 m B V O S6 S6 o 4 W x 8R 15-10 1/2" DD 18"R - 15-10 1/2" Q w S7 I 7-10 1/2" - - 18"R 18"R a N m W 8 L _ 18"R - 7'-101/2" zQ o ~ o' 18"R 0'-8 1/2" ILI 18"R 24"R 24"R A 24"R 24"R 24"R 24"R 24"R 18"R 0'-0" 01-0" ORAWNBY' BYBEE DATE: 10/26/2011 CHECKED BY: LAMERE COLUMN PLAN LEGEND I DATE: 11/02/11 T-b" T-4 1/2" 74 1/2" I 7'-6" I 7'-6" I 7'-6' I 7-6" 76" I REVISED DATE: o - 3-2x6 LAMINATED COLUMN LOCATION W/4'-0" EMBEDMENT • - 4-2x6 LAMINATED COLUMN LOCATION W/4'-0" EMBEDMENT 4 REVISED DATE: S - 3-2x8 LAMINATED COLUMN LOCATION W/4'-0" EMBEDMENT o - HEADERED TRUSS LOCATION q o o v o a REVISED DATE.' Q - 3068 9-LITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK v n M n Lr) Lo REVISED DATE.' FIBERSTEEL WALKDOOR, OUT SWING, LEFT HINGE WITH pnuW CLOSER, LEVER LOCKSET , p - (2) 3068 9-LITE TEMPERED GLASS IN LEAF WITH EMBOSSED 1 ~ 1 I I AA N P1 AM CROSSBUCK FIBERSTEEL WALKDOORS, OUI SWING, RIUNI vv... v. v.. HINGE WITH CLOSER, LEVER LOCKSET - (4) 4429 9-LITE HAYFIELD SLIDING WINDOWS i0 - (2) 12'-2"x 14'-1 " OVERHEAD DOORS ROUGH OPENING SCHEDULE T (1) 3'-6" X 3'-6" CUPOLA WITH "M" 30" WEATHERVANE NON-FUNCTIONAL I \ I ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS UNIT SYMBOL WIDTH HEIGHT 11 YY 216 LF PERIMETER SEAL PACKAGE FROM LEGEND sQ - (2) 7/16" OSB SHEARWALL LOCATIONS (SEE DETAILS SHEET S6 OF S9) 1 2 381/4' 81" Q~ 18"R- 18" DIAMETER FOOTING WITH 8" THICK MINIMUM READI-MIX CONCRETE 52114' 33 li-oq-tl BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READI-MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 24"R- 24" DIAMETER FOOTING WITH 10" THICK MINIMUM READY-MIX 2 8 CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL SCALE: _F9 1 SCALEAS NOTED READY-MIX TO TOP OF 224M STILT (9"t). PLACE CONCRETE 1' 4' 16' SHEET NO. BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. S1oFS9 -10 OFFICE: CUTCHOGUE, NY 3 JOB NO. 28011763 0.19" x 6 0" HEADLOK FLATHEAD LAG SCREW ADDITIONAL 2x6 NAILER (2) 20d R.S. NAILS IN OVERHANG FRAI VERHANG 0 2x4 BEV. PURLIN EV. P4FRAME U 20d R.S. NAIL THROUGH TOE NAIL OVERHANG RAFTER STRAP INTO TIE TO OVERHANG NAILER WITH (3) 1 1/2" R.S. NAILS THROUGH STRAP 2' LONG END BRACE STRAP (1) 16d R.S. NAIL EACH SIDE (4(21/4"R.W NAILS i 0 21 OVERHANG FRAME 48'-2x10(NO.1 SYP) Q/ Z 2x6 OVERHANG NAILER - TANG END RAFTER ASSEMBLY (-D 0 (7) 20d R.S. NAILS a 2x4 TRUSS TIE Z 3-2x6 CORNER COLUMN J 1 1 1 2x4 TRUSS TIE TO ENDWALL DETAIL W Lu z DETAIL A ~ Q SCALE: 1 1/2" LL) 0 Z ~ O O p 48' F- 0 I- 48'-2u10 (NO.I SYP) ~ p . ENI END RAFTER ASSEMBLY Q LJ I o I ~ U LLJ Q r, Q = 0 I o I ~ . I•I U ~o 5-20d R.S. NAILS CL ©I o PER CONNECTION Q s ° °I Zm O 8 0 2x6 END COLUMN EXTENSION OR a 0 UPRIGHT ASSEMBLY NAILED TO ENO ~ RAFTER ASSEMBLY AS SHOWN AND TO C/) Z 0 0 EACH INTERSECTING WEB. FASTEN TO W 2 HEADER AND FRAMING MEMBER WITH (2) Q m 16d R.S. NAILS INTO EACH END COLUMN 61 a o --o o o o EXTENSION MEMBER OR UPRIGHT. Q „1 z g W o --o o B DETAIL B SCALE: 1 1/2" 2 0 o I S2 0 0 0 0 0 o a o 0 r--i-- ----T--i-- 2 DRAWNBY: BYBEE DATE. 10/26/2011 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" 7-4 1 /2" DATE: 11/02/11 ))„T REVISED DATE - o 0 ~ o v a a o ~ I REVISED DATE - a ) /Z" REVISED DATE: < N P M C r! N C 60d R.S. NAIL ii REVISED DATE - 00- , 6f: NEW y_ TRUSS/BRACING PLAN / Of iRL55 A,l;e sGTA• p 20 GA. GALVANIZED O 0- c ~OR o \ PURLIN CONNECTOR •d c~oR offLlo offoo 4b. TRUSS/BRACING PLAN LEGEND ICI a i - 48' 3090 S.C. TRUSSES OO 7'-6" O.C s - 48' END RAFTER ASSEMBLY 1 a -2x4 TRUSS TIES ®4'-0"O.C. (1) #9X 1" TRU-GRIP SCRC - 0 4 - I RU-GRIP SCREWS ON PEAK SIDE AND FN a - 2x6 DIAGONAL END BRACES @ 8'-0" O.C. iE SIDE IN HOLES SHOWN. (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) (2) ON SAVE SIDE IN HOLE (JOINT MUST BE TIGHT BEF( iT BE TIGHT BEFORE FASTENING CLIPS) a -HIPPED EYEBROW FRAME SCALE: 8 _ EYEBROW FRAME 2' 8' 1' 4' 16' 2x, MS20F 2x4 TRUSS TIE DETAIL OFFICE: CUTCHOGUE, NY JOB NO. 28011763 CENTER 2x4 (NO. 1 SYP) WEB STIFFENER ON TRUSS WEB & NAIL W/ 3-1/2" HDG R.S GUN NAILS OR 16d R.S. NAILS WITHIN o_ 4" OF ENDS & 6" O.C., STAGGERED TRUSS SPACING 7-6" O.C. U SECTION A-A - 3.953 LIVE LOAD 17 PSF Q_ N SCALE: 1 1/2 " =-1'-0" DEAD LOAD 4 PSF CEILING LOAD - PSF TOTAL LOAD 21 PSF I O Z A A Z 9-3-0 A A 4.042 a Z J O! J 1 1 1 W N z W cy- W 47- 9- 0 r 4.8' WIDE Q Z (ZONE 2 & 3) cz p "K 48' S.C. 3090 TRUSS a- O SCALE: 3~8"= 1'-0" r V) W ~ 1" ~ U LLJo z =o 2x4 PURLINS (S 23" O.C. 1..1.. Q 0 zo INDICATES F - INDICATES PURLINS TO BE FASTENED _ 4.8' WIDE DRpF1EA O w/HEADLOK W/HEADLOK.19" x 6.0" FLATHEAD LAG SCREW. Lu Z (ZONE 2 & 3) `tS S. SCREW. I 1 1 = Fpt1~N5 w d pj.BlV MOG 6P55 g 48' WIDE BUILDING PURLIN LAYOUT JT Q SCALE: 1/2- = 1'-0" DRAWN BY: BYBEE DATE: 10/26/2011 CHECKED BY., LAMERE (('T 01, 7 DATE: 11/02/11 Z REVISED DATE 2x4 PURLIN u II REVISED DATE: HEADLOK.19"x6.0" FLATHEAD LAG SCREW (ICC-ES REPORT ESR-1,078 REVISED DATE REVISED f. - 20 GA. GALVANIZED A) ~O y R 20 GA. GALV, RpO o PURLIN CONN PURLIN CONNECTOR ' p nP GHO ~~IIVVV~~II~~\I~~1111IIIIIIIIIV///////// ~ l C (1 #9x1" TRU-GRIP SCREW ON PEAK SIDE AND (2) #9x1"TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS SCALE: AS NOTED 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH SHEET NO. 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2" = VHY' S3 OF S9 OFFICE.' 0 I s o 0 DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY O JOB NO. 0 30'-6" M 29'-6" 128011763 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 4 6 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE 3 6E F4.8' WIDE 4.B' WIDE WIDE OWNER. (ZONE52&3) (ZONE 2) (ZONES 2&3, &a7~ o 4E 2 U ~ (ZONE 3) (ZONE 1) N 5 (ZONE 2) P I~ m MWFRS ZONE 3) j O Z Reference 0/ W Z Corner a 12 X10 7 U J L N z W 50.4' WIDE (ZONE 4) i 4.8' WIDE 4,8' WIDE 48' WIDE J DE 4.8' WIDE IL % 1 1 ! (ZONES 2 & 3)3){ (ZONE 5)I (ZONE 5) 5) (ZONES 2 & 3) O i III 101-0" 40'-0" 101-0" Z 0 4 0 0 0 b H s O O o h NORTHEAST ELEVATION v W N 4.8' WIDE 4.8' WIDE 12 (ZONE 2a 3) 4 (ZONE 2 3) zz _ U 2 I~ 4 T#16 GABLE TRIM Z H- 0 I 1 O Q U J a O z m HI-RIB STEEL SIDING ' ^ O v a T#21 CORNER TRIM T#167 TRANSITION TRIM LL HI-RIB STEEL WAINSCOT y T#167 BASE TRIM c w ® 1. ;Day]: Dod 1 C $ 38.4' WIDE (ZONE 41 I~ q,8' WIDE 4 8'WIDE 4.8' WIDE J - 38.4' WIDE (ZONE 4) I _J (ZONE SI (ZONE 5) (ZONE 5) 4.8' WIDE J ZONE5 } 3'-6" 32'-6" 7-64'-632,_6T_64'_6" 4'-6' 2 40'-0" 3'-6" O 4.8' WIDE '.Qp pj 0 "pp 4.f 4.8' WIDE4 O M DRAWN 8Y.' BYBEE NORTHWEST ELEVATION ONE5283) n ~ GONE 2, (Zt (ZONE 7) (ZONES 2 & 3( I (ZONE 3)) Nt DATE: 10/26/2011 i SOUTHEAST ELEVATION VENT -A-RIDGE CHECKED 8Y LAMERE (ZONE 211 OO DATE.' 11/02/11 (ZONE 3) S" O.G. GUTTERS REVISED DATE: REVISED DATE REVISED DATE: REVISED DATE: 12 02 NEW w vl HI-RIB STEEL SIDING 3g y,~p 'ww, pG N_ T#21 CORNER TRIM 3* f~' T# 167 TRANSITION TRIM 995 0 HI-RIB STEEL WAINSCOT 8'-4" T# 167 BASE TRIM 50.4' WIDE (ZONE 4) 4.8' WIDE 48' WIDE J (ZONE 5) 41:6" 14'-6' 41'-O" (ZONES) 6 o e o Q P SOUTHWEST ELEVATION o O 2 e, SCALE: 4 6 SCALE: AS NOTED No O SHEET NO. No S4 OF S9 3 MEMBER LAMINATED COLUMN N OFFICE 1 1/4"xl 1/4"x14 GA. SUPPORT ANGLE DESIGN AND EXPLANATORY NOTES CUTGHOCUE,NY FASTENED TO COLUMN AT EACH ANGLE 'H JOB NO. CORNER WITH (3) .148"0 x 2" 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY LOCAL 1 280 1 1 763 STAINLESS NAILS. (20 TOTAL NAILS AILS CONDITIONS MAY REQUIRE MODIFICATIONS. PER COLUMN) FLUOROFLEX HI-RIB STEEL 14 GA. CHANNEL WITH 1/4" PLATED sQ 2x4 PU RUNS 5 23" O C. RIVET TO SUPPORT ANGLE ATED 2) CONCRETE FLOOR NOTES: 0.19" x 6.0" HEADLOK (NO 2 SPF) UNDISTURBED SOIL FLATHEAD LAG SCREW a. 3500 PSI, 5 1/2 BAG MIX CONCRETE ya_y 2x4 BEV. PURLIN STILT INSTALLATION O N b. SLOPE GRADE AWAY FROM BUILDING Q 1" PER FOOT FOR A MINIMUM c5 WIRE MESH DISTANCE OF 1O' PLUS OVERHANG WIDTH n I . INSTALL PRESSURE TREATED FILLER STRIP LOWER COLUMN WITH STILT IN THE c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. o IN THE UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING m 2x6 BEV. FASCIA - AUGERED HOLE. MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL m 5" O.G. GUTTERS 2. POUR READI-MIX CONCRETE INTO BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT O f INTO d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS T#144 & 146 FASCIA TRIM 48 3090 S.C TRUSS © THE HOLE AS SPECIFIED. Z (33 SOFFIT w 3. BACKFILL AND COMPACT THE HI-RIB/SOFFIT CAP ANNULAR SPACE AROUND THE 1E O COLUMN TO GRADE WITH SOIL HE _ a OIL 2x6 OVERHANG NAILER STILT ISOMETRIC AUGURED FROM THE SITE. (2) 1/2"X5 1/2" M. BOLTS & (10) 20d R.S. NAILS 4-2x6 LAMINATED COLUMN U ~ -j U-1 m 11/4"x11/4"x14 GA. SUPPORT ANGLE J I 1 1 (B KYNAR HI-RIB STEEL FASTENED TO COLUMN AT EACH CORNER WITH (3) .148"O x 2" W Z STAINLESS NAILS. (20 TOTAL NAILS TRUSS IN COLUMN PER COLUMN) SADDLE 14 GA. CHANNEL WITH 1/4" PLATED W LAMINATED COLUMN o- 4-2x6 LAMINATED ~ RIVET TO SUPPORT ANGLE r+ COLUMN UNDISTURBED SOIL O rp-~..JJ 22 NAILS it 18 NAILS STILT INSTALLATION a_ ° a n 40 NA LS TOTAL o 44. X 1. INSTALL PRESSURE TREATED LOWER COLUMN WITH STILT IN THE n-" AUGERED HOLE. < E_ W GRADE TO HEEL 2. POUR READI-MIX CONCRETE INTO < f 1 ,o THE HOLE AS SPECIFIED. 2x2 VERTICAL BLOCKING AT COLUMN LOCATION 3. BACKFILL AND COMPACT THE Z ~ O ANNULAR SPACE AROUND THE = O COLUMN TO GRADE WITH SOIL ,o EEfN~t„ 14 ) ROWS 2x6 NAILERS (2100 MSR SPF) n STILT ISOMETRIC AUGURED FROM THE SITE. Q J D! o 3-2x6 LAMINATED COLUMN NOTE: FILLER STRIP NAIL ADDITIONAL NON-TREATED LAMINATE Q OX TO BUILDING COLUMNS W/20d GUN NAILS 7 m 8" O.C. STAGGERED WITH (4) 20d GALV. R.S L Q T#167 TRANSITION TRIM INTERIOR NAILS AT SPLICE. ' ^ a 2x6 NOTCHED NAILER (2100 MSR SPF) OO IXN.I KYNAR HI-RIB STEEL WAINSCOT C/3 z 7116" OSB PROTECTIVE LINER EXTERIOR W _ T#1 67 BASE TRIM w w (1) ROW 2x8 TREATED SPLASHBOARD eQ a D 8 u-i - NAIL KEY • 0.148" x 4" (20d) NAILS J 6" CONCRETE FLOOR* 18" LOWEST x _J MEMBER CUT-OFF z Q z 4-2x6 COLUMN SPLICE FASTENING DETAIL FINISH GRADE SCALE. 1/2"=1'-0" DETAIL 4" MINIMUM COMPACTED GRANULAR BASE EB : BYBEE 4'-0" 10/26/201 1 r Y LAMERE sp~ t 1 1 /02/ 1 1 TE.' - 3-2x6 LAMINATED ~ 3-2x8 LAMINATED 224M (14 GA.) COLUMN STILT Q COLUMN 22 NAILS B - COLUMN r 10" THICK MINIMUM CONCRETE (2500 PSI MINIMUM) ~s 18 NAIL 24 NAILS E 22 NAILS BELOW BOTTOM OF LOWER COLUMN WITH s~ 0 NA IS TO AL s L E' ADDITIONAL CONCRETE TO TOP OF 224M STILT (Y PLACE CONCRETE BELOW AND ABOVE \ F BOTTOM OF LOWER C LUMN IN ONE OPERATION. O E SIDEWALL SECTIONA SCALE. 1 /2" = 1'-0" INTERIOR INTERIOR -m EXTERIOR lip EXTERIOR ff NAIL KEY s 0.148 x 4 (20d) NAILS 1 It- NAIL KEY 10.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAII • o.1ae" x 4° (god( NAILS VG SHANK NAILS 0.131x 3 1/2'' HOT DIPPED GALVANIZED (HDG( RING SHANK NAILS 3-2x6 COLUMN SPLICE FASTENING DE- ING DETAIL 3-2x8 COLUMN SPLICE FASTENING DETAIL SCALE: AS NOTED SCALE: 1/2'' = 1'-0" SCALE: 1 /2" 7T b" SHEET NO. S5 OF S9 OFFICE. CUTCHOGUE, NY JOB NO. 20011763 (2) 1/2"z5 1/2" M. BOLTS d (10) 20d R.S. NAILS 0 GABLE PURLIN FLASHING FLUOROFLEX HI-RIB STEEL T# 16 GABLE TRIM 2x4 PURLINS O 23" O.C Q (4) 0.135" x 2 1/4" R.W. NAILS OR 16d R.S. NAILS NO 2 SPF) 2x6 FASCIA N P o 0 T#194 TRIM -(1) 20d R.S. NAIL THROUGH STRAP W 2' INTO BRACE SOFFIT 2' END BRACE STRAP W/ PRE-PUNCHED m HI-RIB/SOFFIT CAP TRIM i , HOLES (BEND TO FIT) FASTENED W/ 48' 3090 S.C TRUSS O Z FILLER STRIP (3) 0.140 x 1 1/2" R.S. NAILS FILLER STRIP O Q/ w Z 0 Q 48'-2x10 (NG,1 SYP) END RAFTER ASSEMBLY 2x6 DIAGONAL BRACING FASTENED TO COLUMN W/(4) 16d R.S. NAILS a 2x6 E.C.E. ~ 48' 3090 S.C. TRUSS 2X6 NAILER / Il i HEADER NAILING SCHEDULE z KYNAR HI-RIB STEEL ~ (3) 2x8 STUB COLUMN HEADER STUB JAMB 1 _ (3) 2X12 HEADERS MEMBER COLUMN COLUMN u Q/ ADDL. 2x6 NAILER - FILLER STRIP 2x8 BLOCK EA 2X12 8 B J 11 1 J I I 1 2x4 TRUSS TIE T# 124 T#129 O.H.D. Z W 2x2 BLOCK T#151 ALUMASEAL NOTES. 1 NUMBERS ABOVE ARE 20d R.S. NAILS 0!~ T#154 T#152 REQUIRED PER CONNECTION. W 2. PRE-DRILL HEADERS AS REQUIRED 20 JAMB (BEYOND; 14-3 TO PREVENT SPLITTING. "`~'-`-LJn BOTTOM 2' TREATED) GRADE TO BOTTOM 3. IF NUMBER OF NAILS REQUIRED FOR O Z OF 2xB BLOCK HEADER TO JAMB COLUMN CONNECTION (3) 2x8 JAMB COLUMN (BEYOND) IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS S NAILS MAY BE INSTAL O -O 3-2x8 STUB COLUMN INSTALLED T 2z6 TRACK BLOCK (BEYOND; (2(2x12 HEADERS BOTTOM 2' TREATED) O H D H E/ IN HEADER SUPPORT BLOCKING. I RV AHD HEADER SECTION C N D (8)20d R.S. NAILS ri ri I•I' SCALE: I"= 1'-0" DALE: I"= P-0" Q =D Ft W y PER CONNECTION LI'i,l LI• ~i li Ifli. 3-2x8 JAMB COLUMN rl I•I A' LI D Z_ •i i. (8) 20d R.S. NAILS PER CONNECTION F- LOWER CHORD OF Z O END RAFTER ASSEMBLY H_ = Q Q U i pi o OHD HEADER ELEVATION SCALE: 1/2" = 1'-0" 16'-0" 7/16" OSB GRADE TO HEEL Z m i C7 2x4 NAILERS 2x6 VERTICAL BLOCKS[ 14 L~ y COLUMN BETWEEN NAILERS w a - - - - - - - - - - - - - - - - - - N O LLJ O PERIMETER OF OSB SHEETS 2x6 BLOCK BETWEEN NAILERS ® - - - - - - NAILED W/1-3/4" RING SHANK COIL GUN NAILS SPACED 6" O.C. z Q NAILED TO COLUMN W/20d GUN NAILS. NAILED 6" O.C. EXTRA NAILERS ADDED DRAWN BY: BYBEE BETWEEN STD. NAILERS OSB NAILED TO INTERMEDIATE (MAX. SPACE TO BE 24") SUPPORTS W/1-3/4" RING SHANK DATE: 10/26/2011 COIL GUN NAILS SPACED 6"O.C. CHECKED BY. LAMERE LAMINATED COLUMN DATE: 11/02/11 _ REVISED DATE: - - - - - - - - - - - . REVISED DATE: FINISH GRADE LAMINATED COLUMN REVISED DATE 7;2x4 NAILERS 7NAIL8 - - - - - - OS ~6 - REVISED DATE 4'-0" LAMINATED COLUMN ~GE Ncl~ Wi. i OSB SHEARWALL DETAIL 3ro ?,F4 5/4x6 NAILER *Y .1 SCALE: 1/2" = 1'-0" (IF PROTECTIVE LINER IS INCLUDED) E 218M (14 GA.) COLUMN STILT B" THICK MINIMUM CONCRETE (2500 PSI MINIMUM) - + BELOW BOTTOM OF LOWER COLUMN WITH 2x8 ; F TREATED BASEBOARD I 90 ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELQW AND ABOVE BOTTOM OF - - - - - - - - - - - - - - - - - - - - . . . . LOWER COLUMN IN ONJE OPERATION. ENDWALL SECTION B SCALE: 1/2" = V-0" 7/16" Oc 16" OSB SHEARWALL EL NATION EET NO. = 1'- SCALE: 1/2" CALE: 1/2" = 1'-0" OF S 7 MS6 NOTED OFFICE: CUTCHOGUE, NY JOB NO. 28011763 2x6 NAILER J/IR AR HI-RIB STEEL FILLER STRIP 0 67 3/4" ABOVE T#6 SB SHEATHING 2x6 NAILER NAIL PLATE 2x8 HEADER o'. 2x8 BLOCK WITH 2x6 BACKER 2' EYEBRO0" O.C. 2x6 STIFFENER (SEE DETAIL BELOW) FASTEN FR1 /2" R.S. NAILS PER 12 2xb STIFFENER m JER O n z HI-RIB STEEL (FLUOR10 7/16" OSB DRAFT STOP Q/ w (1J LAYER15# ROOFING 2x8 HEADER z O DER a T#52SET BOTTOM OF HEADER 8" BELOW TOP OF FRAME LAP FRAME APPROX. I 1/2") 2x6 BEV. PURLIN 5x5 PLATE 2x10 HEADER 2x8 NAILER (LAP FRAME AP Z 5" O.G. GUTTER 2x6 STIFFENER J J Ll i i OF EYEBROW HIP N 7 T# 144 & T# 146 FASCIA TRIMS SOFFIT ° W L SOFFIT/ RIB CAP 3-2z6 LAMINATED COLUMN 2X6 STIFFENER dER FILLER STRIP STANDARD EYEBROW FRAME WITH 3 112" ' GRADE TO BOTTOM KYNAR HI-RIB STEEL W TRIMMED OFF FASTENED TO HEADERS OF 2x6 BEV, FASCIA WITH 1 Od R.S. GUN NAILS 4" O.C. O 4;p Zp )HEADER O - aO 2'-0" EYEBROW OVERHANG SECTION D 2x10 HEADER SCALE: 1" = 1'-0" F- N ~ 0 W ~ U 1Q z 0 s o Q U J 0/ o O zm 2x6 HEADER i C_D° 2x8 HEADER C/5 O p5° LLI x 10" Q ~ FACE OF NAILERS w v a TO FACE OF o<'' STIFFENER M ~ S 2x6 BEV. FASCIA EY EYEBROW HIP FRAME U-j BEVEL CUT EDGE OF HIP FRAME Y Q z 5x5 NAIL PLATES ((2) EACH SIDE OF FRAME) ;IDE OF FRAME) BEND OUT 90° B. NAIL EACH WITH (4)1 1/2" WITH (4)1 1/2" DRAWNBY: BYBEE R.S. NAILS AS SHOWN EYEBROW FRAME WIDTH -31/2" 31/2" CENTERLINE OF EYEBROW HIP DATE.: 10/26/2017 EYEBROW OVERHANG FRAME CHECKED BY. LAMERE oa. 2x8 BLOCK WITH 2x6 BACKER DATE: 11/02/11 STIFFENER REVISEDDATE: u REVISED DATE.' A 2X10 HEADER REVISED DATE.' EXTERIOR FACE OF REVISED DATE 2x6 BEVELED FASCIA 2x6 BEV. FASCIA - BEV. FASCIA o pF NE~y 16 - _ B 2 EYLbKVW AIIACHMENI UEIAIL COLUMN SCALE: 11'-0" III j/L NAIL TRIMMED HIP FRAME TO BLOCKING L. WITH (5) 20d R.S NAILS. NAIL 2' STRAP • All 0- PLAN LENGTH OF EYEBROW DIMENSION MUST BE X'-4" LONG (THIS SIDE ONLY) TO HIP FRAME WITH (4) 1 1 /2" R.S. NAILS AND TO HEADER 4tk WITH )3) 16d R.S. NAILS EYEBROW IN THE CORNER EYEBROW HIP ATTACHMENT DETAILS I SCALE: 1"= 1'-0" (CLOSEST POSSIBLE TO CORNER. NOTICE THAT EACH END OF THE EYEBROW HAS ACTUALLY BEEN LENGTHENED 2" (4" TOTAL) j SCALE.' AS NOTED S-HEET NO. S7 / OF SC~ 7 OFFICE: CUTCHOGUE, NY #8x3 #8x3 1/2" WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS JOB NO. INTO UPOLA CAP ® ACC 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 F 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.* o ~UPOLA ROOF @ F HEAD FLASHING ? 7/16" OSB PANEL HEIGHT m OF WINDOW +1" FINNED WINDOW Z O w z O a 7 SILL FLASHING Z 6 J WID WIDTH U UPOLA SIDE ® OF WIN OF WINDOW J \J FRAME +1 +r Lu l J UPOLA BASE FRAME® T#167 1 /4" OSB CUPOLA SUPPORT® U-1 z 2X4 BEVELED BASE BLOCK@ FIN WINDOW SECTION L J 7n4 CUPOLA BLOCKS 90 FRAMING CLIP@ .......J 3 l w IL Z O ' CUPOLA BASE TRIM WINDBOURNE DEBF :NE DEBRIS PROTECTION - FIN TYPE WINDOW S a f o KYNAR HI-RIB STEEL ? 7/16" OSB PANEL 2x4 PURLINS #8 x 3 1/2" WOOD SC 1/2" WOOD SCREWS @10"O.C.? NOTE: N O FINNED WINDOW DOOR PANEL AND WINDOW PROTECTION DETAILS ARE FOR INSTALLATION Q INSTRUCTIONS ONLY, AND ARE NOT Lu PROVIDED OR INSTALLED BY MORTON < (o BUILDINGS' INC. OR MORTON BUILDINGS' < v WINDOW JAMB FLASHING SUBCONTRACTORS AND ARE THE OWNERS L O 2"x4" ROUGH FRAMING RESPONSIBILITY. Z FIN WINDOW JAMB DETAIL Q U J DG o #Sx3 1/2" #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 XQ CENTERLINE OF CUPOLA INTO THE ACCEPT ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL.* m 1._U.. 6" 6" 1'-0" HEAD FLASHING Z O i i I I LLJ = FIRST ROW w 2x4 PURLINS a y HEAD FLASHING Lu g 7/16" OSB PANEL* J DOOR SLAB J Z Q PEAK PURLIN • WALK DOOR SECTION DRAWN BY: BYBEE D a DATE 10/26/2011 TRUSS D CHECKED BY.' LAMERE DATE: 11/02/11 REVISED DATE: REVISED DATE: - - OSB PANEL IS 1" WIDER THAN THE WIDTH OF THE DOOR REVISED DA TE: FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM ? REVISED DATE: 2x4 CUPOLA BLOCKS WINDBOURNE [ OURNE DEBRIS PROTECTION - WALK DOOR ' RE°. Yo P 1. J 1.1.1 . 11 '1- #8 x 3 1/2" WOOD SCREWS SPACED y • -.A- AS SHOWN ABOVE TO AVOID DOOR sz;k 390 FRAMING CLIP INSTALLATION SCREWS 7/16"OSB PANEL? 0 2x4 CUPOLA BLOCKS 390 FRAMING CLIP CUPOLA FRAMING DETAIL SCALE: 11'-0" DOORJAMB 2'k4" ROUGH FRAMING SCALE..AS NOTED WALK WALK DOOR JAMB DETAIL SHEET NO. SV OF S9 OFFICE: CUTCHOGUE, NY JOB NO. 28011763 0 U ~ N ~e P W L1 Z O a E REWS 8'' o.c. z MPURUNS OOF STRUCTURE FASTENING SCHEDULE WRICEDGE #9x 1" STAINLESS STEEL RUBBER WASHER PAN HEAD INTERNAL DRIVE SCREWS ~ 8" o.c. T#9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWSAT EVER) REWS AT EVERY HI-RIB (1'-0" o.c.) U d! REWS AT EVERY HI-RIB (1'-0" o.c.) J W T#9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVER) I 1 1 VORS #9 x 1" TRU-GRIP SCREWS HEADLOK.19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE W z F- T CHORD TRUSS TO COLUMN (2) 1/2" x 5 1/2" M.80LTS & (10) 0.177" x 4"(20d) RING SHANK NAILS Lu WALL FRAMING FASTENING SCHEDULE lit. 1 1 OLL z ~i COLUMN STILT (14 GA.) TO COLUMN (20) 0.149'x 2" (6d) STAINLESS STEEL RING SHANK NAILS o S 0 tp Qe 2x8 SPLASHBOARD TO COLUMN (4) 0.177" x 4'(20d) RING SHANK GALVANIZED NAILS @ ALL LOCATIONS 90 2x6 NOTCHED NAILER TO COLUMN (4) 0.177" x 4!'(20d) NAILS a0 ALL LOCATIONS N p X19 7/16" OSB TO SPLASHBOARD & NOTCHED NAILER 0.099" x 1-114" ASBESTOS SIDING NAILS Lu n 2x6 NAILER TO COLUMN (4) 0.177" x 4" (20d) RING SHANK NAILS © ALL LOCATIONS ~ U © END RAFTER ASSEMBLY TO 2x6 END COLUMN EXTENSIONS (5) 0.177" x 4" (20d) RING SHANK NAILS D z Q 2x4 PURLIN TO END RAFTER ASSEMBLY HEADLOK.19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE ® HI-RIB STEELTO NAILERS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVER ,REWS AT EVERY HI-RIB (1'-0" o c) Z' Z O Q SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP a Q SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE Qs 7116"OSB SHEARWALL - O Q OSB TO PERIMETER BLOCKS/ FRAMING 0.113" xl-3/4" RING SHANK COIL NAILS i9 6" o.c. O n: ® OSB TO INTERMEDIATE FRAMING 0.113" xl-3/4" RING SHANK COIL NAILS @ 6" o.c. 3" a.c. _ ® BLOCKS TO COLUMNS 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HOG) RING SHANK NAILS O 3" o.c. (SCREWED ROOF STEEL CUPOLA FASTENING) 14G) I_u Q w a ® CUPOLA CAP TO CUPOLA ROOF (4) 1/4" x 1" PLATED MACHINE BOLTS AND LOCK WASHERS ESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS L $ Q CUPOLA ROOF TO CUPOLA SIDES PRE-FORMED CRIMPED METAL CONNECTIONS AND (8) #9 x I" STAINLESS STEEL RUBBT ® CUPOLA SIDES TO CUPOLA BASE FRAME #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (4) PER. DREWS (4) PER SIDE (16) TOTAL J J z 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 3-1/7'(1 6d) 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.) o.c.) ® 2x4 CUPOLA BLOCKS TO FRAMING CLIPS (2) 0.135" x 1-1 /2" RING SHANK NAILS x 1-1 /2" RING SHANK NAILS IN TOP OF PURLIN 'BRAWN BY. BYBEE ® FRAMING CLIPS TO PURLINS (2) 0.136'x 1-1/2" RING SHANK NAILS IN SIDE OF PURLIN AND (2) 0.135" x 1-1 /2" RING DATE: 10/26/2011 CHECKED BY: L4MERE DATE 11/02/11 REVISED DATE: - REVISED DATE REVISED DATE.' - REVISED DATE O1lululy ~ O LPe •~L~ci..•R'F' hp, 9 n m 00 oq-l1 SCALE.' AS NOTED SHEET NO. S9 OF S9 I rvN NOTES; \ vl i l ~0 PINE GRADE ,p ~ W m /,rv~ 1. ALL GONGRETE CURBING, 51DEWALK5, AND DRAINAGE 5TRUGTURE5 SHALL „gas, i CONFORM TO PLANNIN6 BOARD STANDARD DETAILS AND SPECIFICATIONS, 2. TOWN OF SOUTHOLD PLANNIN6 BOARD SHALL BE NOTIFIED 48 HOURS IN eu.ESTONE , yy BINDS cOlat5E : ' . ' ' • n~~T~:~h~~~C~r, ~:~.cxfi~~ ~ rtr~r~r .NY'r. ACKERLY LAND 3.. ADVANCE OF ALL LOCATION AND GRAPESFOIR GURB5 AND WALK5 TO BE VERIFIED WITH THE TOWN CgMPACTeD ahsE youRSE sroNE aLe+D art uwar r r r r r r.ri. r ri 'i r r r r rr r 1C'mm >s,- r iT~`~%~y'~~jiyrO~r~~`reolL GAGE T`iJ`~l(`y yJ~r`\~~ \ ~.v`.`~v' ~`i,~• OF SOUTHOLD HIGHWAY DEPARTMENT, 5.G.D.P.W. OR N.Y.5.D.OT. PRIOR TO CONSTRUCTION. j) J 4. ALL TRAFFIG CONTROL DEVICES, I.e. SIGNALS, SIGNS, AND PAVEMENT MARKINGS, } ~ I 2 JOfJ(EYCRE r'Y r PROP05EP SAWAIT 6 EXIST. E.O.P. WILL HILL SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK ON STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE SITE 4 s "pP PAVEMENT sEOr1oN ER4vEL RDADHAr PAVEMENT SECTION (MINIMUM I HICKNE55) PROVIDE A UNIFORM INTERCOPPlECTION ,ny MINIMUM THILKNEW) W/ NEW LURE OUT THAT WILL NOT I< TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. TER 5. CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL DEVICE5, LAYOUT LOCATION C"ere ~ ~9(} ~ W $ M+P ASPHALT LONCRETE 2 1/2" INTERFERE WITH EXISTING STORM WATER' cojwA - Ys' BILEGTONE BINDER COURSE FINE GRADE FLOW ALONG THE GUTTER LINE. FNO c ENDfWNG. AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF SOUTHOLD DIV15ION OF b ) Z ODMPACTED BASE COURSE COMPACTED BASE 4" MoN.I MON. 03E. Ffi TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF BEGINNING SUCH WORK ALONG A \ AA(1° (EXISTING BANK RUN OR COURSE OTHER &IITABLE MATERIAU 74' STONE BLEND OR hQ- roR t,~ ADJACENT PROPERTY TOWN ROAD. iy¢ N F~q~ 9 O 6. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION IN PROPOSED ASPHALT ACCORDANCE WITH AA5HTO REQUIREMENTS. yr`+g FINE GRADE SOIL BASE - CRUSHED CONCRETE '.04 . DRIVEWAY WO/F T. ANY 51TE PLAN, ROADWAY IMPROVEMENT PLAN, AND TRAFFIC MITIGATION PLAN 'tY~TeLY ?s ~ MARIO ARMINIO 4 "w S LINDA ARMINIO SHALL REFERENCE THE OTHER ON EACH AND ALL PLANS SUBMITTED AS PART OF BLUESTONE TOWN HIGHWAY SPEGIFIGATION ®}3Uw`: x 7. THE TOTAL APPROVED SITE PLAN APPLICATION. q NO WF FACE WATER5 WITHINE ~f,, x •83 R 300 FEET OF PROPERTY LIN WF m~44 AQ ~ LL' CG PARKING FIELD SECTION A5PHALT ROADWAY IL ~F f 5 I R' NOT TO 5CALE NOT TO SCALE F' ENTERANCE BETWEEN EX. EDP. AND v UA es fa rv 6 {V PROPERTY LINE SHALL BE CON5TRUGTED "ry •~F' 0 f / ADJACENT OPROPERTY . x 0 PROP. METAL LANDSCAPE FND NAIL ROSE $ O EDGING, (TYP, PERIMETER OF 0 IN TREE RICHARD L. sAHM PROP05EE LOGATION MAP: o s o W/ ASPHALT, USE TOWN HIGHWAY PAVING xy , SPEGIFICATION5, THIS DWG. 24 p'. NOT TO SCALE hSPHALT CONCRETE TYPE b , PROP05ED BELGIAN BLO(K r^ / F05ED 51TE PLAN: ASPHALT BASE C0.RSE- CURB ALONG DRIVEWAY, BLUE5TONE PRK6 AREA) u • O co NO SJRFALE WATERS WITHIN TUATE AT. N05 ~TE SEE DW6 300 FEET OF PROPERN LINE SOUTHOLD AT. LD i STONE BLEND BASE - 9S%,COMPACTION 15TANDARD PROCTOR) % ,m JA A.~'~'b, TOWN OF 5OUTHOLD ~F SOUTHOLD EX. 56-0 m .x O rop+yvy •aVFFOLK COUNTY, NE as ~yy G _TM NO., 1000-61- K COUNTY, NEW YORK O., 1000-61-06-03 AND 04 ~QT y O %4~ae ia.~ x+s.a S ...ONING DI5TRIGT: 'B D15TRIGT: 'B' GENERAL BUSINESS IT USE. VACANT O a LIMIT OF EXISTIN6I"VoOOEO F ':LRRENT USE. VAGA fix. x y°AREA TO Rennw 6o I`-'ROP05ED USE: LIG' 5ED U55 LIGHT INDUSTRIAL RETE RSE I/2 SEE DWG Nos FOR CURBIN3, METAL EDGING x EMA FLOOD ZONE. LOOP ZONE. WA EA5PHALTCOW TION (MINIMUM THICKNESS) RETE 2 11 AND M15GELLAS E P 05EDQ ESTON us 3~~. yITE DATA: A.V KING y6 AREA OF 517E STA. EX15TIN6 PROPOSED ASE 4' O FF SITE. 39,432 S.F. N.G. (O.gO5 AGJ G AREA CRATE ~6PATE, I:',G AREA 7 PROPOSED ROPOOPOSED BLDG ® I C ~~e as / FIND FAR. 5ED BLDG WA 2,88y0 /S..F. DRIVEWAY/PARKING AREA 30o EE of BERN LINE lelP WA 0013 C1.3%) PAVEMENT 5EGTION PROP. METAL LANDSCAPE `'rye NA sa 4c or WKN MON. Ii.TPERVIOUS SURFAG NOT TO 56ALE EDGING, l l l PERIMETER ~Q x~/ CEO' ~T " PROP ,p,~,p}^• IOU5 SURFACE (DOES NOT INCLUDE BLUESTONE AREA) rr l~ f(1 G AREA: OA S.F. (0.0%) V t() OF 13LUESTONE DRIVE) ` ® ASPFIALT 4lp. EXISTING AREA. PA EMENT Ex 24"m PROP05ED AREA: 5E0 AREA: 6,112 S.F. (153096) Q-1 Q UA FRO wD ~ d) MARKING REQI ,IN& REQUIREMENT5: W N '''"~~SUR~GVR~; \ 6RAATE PROPOSED BUILDING -yIGD WILDING SITE PLAN BA5ED ^ r UA PROP. o\ -Z ATP oh ®ne BLUESTONE . . ..,16HT INDUSTRIAL = X5MAL = ON ORIGINAL SURVEY BY. (T) DRIVE ff ~c '1' • \ ~A 1 SP / 500 FT GRO55 FLI \ O 0 FT GROSS FLOOR AREA NATHAN TAFT C-ORV41N I I I a/ O JT. FT. / 500 FT / 5P = P.O. BOX 16 Ex 14-0 :2,880 5Q. FT. / 500 FT I 5 REQ'D JAME5PORT, NY 1194"1 W Q ZONING INFORMATION: 05 x °o, rQ% . 0 b SPACES REQV TEL, 631-"12'1-2080 DiN Ip 'rh a, PR GENERAL 13U51NE55 '13' ILp~ RALDNIN I SL PROP. /CRATE 1 ~b Ex. 3O"m /1J 14 5PACE5 PROVIDED 5 PROVIDED DATE, 12-02-2011 X Z LOT SIZE; 30p00 S.F. MIN RIO F.FLPL.1~2.94' 60 R^~ ASPHALT, RD NO 0 hIGWDIN6 (2) HANDIGAPf 5 (4 HANDICAPPED SFAGE REV, 0I-06-2012 Q SCALE. I"=20'-O" EXISTING: 39,432 SF. (0105 AC) CONC. .PL. = 12A ,gyp PAVEMEN i ~ = 2,880 F. 9 i sue, . DATUM. NAVD Ig88 O $ PROPOSED. N.G. NON x I g~,k AREA = 2,880 5.F Q o. q . r OJ .'I •JNER5. PROP. DUMPSTER LOG. KEITH AND MARY VI p, r >ND MARY VONEIFF APPLICANT: E..I D- LOT WIDTH; 150' MIN - PROP. DUMPSTI SEE 071-, 5HT 2 ~ / Mp ED~ s UA EX 14"$ `,.A. (INUM EAST PR( UM EAST PROPERTIES, LLG MORTON BUILDINGS Q d) 22955 GOX LANE, UNIT NOA EXISTING, 161.1l9' 8 242.64' ~x 5EE DTL, 5HT PROPOSED, NN. PROP. HOUSE CONN. W HOUSE CONN. W/CLEANOU(, 10 MIN O ONE GUTCHDGUF-, NY 1193!3 ~rTT~I (s) (N FOR NOTES AND iN5T) IOTE5 AND INSTALLATION . ALP r . PiRKING. y 631-"134-4060 ID LOT DEPTH; 150' MIN REQ'MT5 SEE DWG NO. 175 SEE DWG NoS O ~l 1 \ / x x ~O 300 FEET F PROPERTY LINE • , EXISTING, 163.12' Pte. I" RPZ LOCATED IN CL OF F) TO E BUILDING, I Lp: 5ANITARY 51 PROPOSED, N.G. DRANAGE sf •O. PIPII$5 TO PENETRATE EXTERIOR WALL 'ARY 515TEM GALGULATION5: w FRONT YARD 5ETBACK; 23' MIN OF BLDG. SEE DWG NOS FOR DETAILS S. (SEE FRONT YD SETBACK CALL THIS DWG) AND INSTALLATION REQUIREMENTS. GA. sy,\ O 1 / ^ el,':OWABLE FLOW (DEN51T E FLOW (DENSITY): ~ ,TER MANAGEMENT ZONE. IV EXISTING, N/A I TO 95 'C /LPG I UA 6ROUNDWATER MANAGEME Q A- ~10'MIN /LIFO / O x ALLOWABLE FLOW FOR 51T .E FLOW FOR 51TE = 600 GPD/ACRE EN(9INEER- PROP05ED, 39.6' ros)'"~ pl. ` SITE AREA = 0.905 AG . = 0.905 AC * l \ 1 I 060 6PD/ACREXOA05 AC l ~ . 'AGREXO,gO5 ACRES) = 543 6PD ALLOWED ti , Y'0 REAR YARD SETBACK, 35' MIN ' EXISTING, N/A Gg11 los~ EXPO 3, / EX. 30"0 OF BU F PROPOSED, 656' /6i~Rse."y'.9w~ O 1 / NRD WD PROP. METAL LANDSCAPE ~E;iIGN CALCULATIONS. LGGULATION5. h Q~ d~ 'Tx'. 9w~ c J' ExP PF.P WILDIN6, 6EN. INDIY. D N6; 'GEN. INDUSTRIAL' (0.04 GPD/5.F) 51PE YARD SETBACK. 25' MIN Nn-," ~ per, D i X. FI' N99 ° EDGING, (TTP t'tKIMETtK (1r g(, )O S.F. X 0.04 5P.D. = X 0.04 6P.D. = 1152 GPD MP NOTE: l / 1~LP / / HrD12AW BLUESTONE PI AREA) THE TO. SOUTHO LD PLANNING BD HAS AGREED TO A 15' TRANSITIONAL BUFFER, THERGE M~UC lST BE AT LEAST ICY BETWEEN A BLDG AND THE BEGINING OF A BUFFER - PER TO. SOUTHOLD PLNG BD IN LETTER DATED S IJTHOLO PARK D15TRICT OT-24-12 O UN TL PROPOSED SAN FLOW = ~ JED SAN FLOW NK5~ LEACHING POOLS { 2 = 230.4 GAL REQ'D 1152 GPD / 15 6PD/5.F. = 16.6 50.FT. 5FPTIC TANKS, 115.2 6PO X 2 = 230.4 6A1 Ir8'OX4' E.D. = 1,200 6 V E.D. = 1,200 GAL. USE (6) 1OUV E.D. = 300D SQFT JEFFREY T. BUTLER, P.E. EXISTING: WA NO WE%FTA6E WATERS WITHIN OSED FOR COMMERCIAL SYS) (TYPICAL CLUSTERED DISPOSAL SYSTEM FOR PROPOSED. 10' SETBACK FROM 15' BUFFER 300 FEE OF PROPERTY LINE IWATER 5ERIOE -ER SERVICE NOTE: MAINTAIN A 5% GRADE WITHIN 20' OF TE5T HOLE MIN. REO'D FOR COMMERC A GROUNDWATER CONDITIONS)) L1 51DE YARD SETBACK CUMULATIVE, 50' MIN NO HELLS WITHIN 150 PT OF PROPERTY LINE x\• SEPTIC SYSTEM (EC~I' ATES TO I' DROP IN BY, MCDONALD ISE05GIENCE F D Q EXISTING: WA > ELEVATION OVER 20' LATERAL DISTANCE) BOX 1000 50UTHIOLD, N.Y. 11971 631-765-3671 PROP05ED, 135.4' PROP05M SANITARY SYSTEM DATE: MARCH 07, 2012 SEP p 6 2012 TYPICAL CLUSTER DISPOSAL SYSTEM LANDSCAPE AREA: 35% MIN 1.2 5.F) SITE P L FNO GONG USE EL. 1.0' 6FQOMD LEVEL 0' SUFF. CO. HEALTH SERVICES ~t OFFICE OF WASTEWATER MGT. O U_ m EXISTING: 39,432 SF. (100%)100%) N MON. 0 ESN 1,200 SAL. 5EPTIC TANK 0'00H, 4' ED) AND p 0 zQ o p PROPOSEDi 24,677 5.F. (62.6%) (b) 10'1 LEACHING POOL h1IXEO FINES AND SAND PR D (ALL COVERS TO GRADE) LOT COVERAGE: 30% MAX 61,829b 5.F) / I" WATER ATER METER FOR DETAILS SEE DWG Nos EXISTING: OA S.F. (0%)/~ 00 ~ EL 6.0' 3.(D' BELOW GRACE N uQQ m > PROPOSED: 2,680 S.F. (T3%) 20 10 O 20 40 60 ,{OQPROPOSED POINT OF N-p~' 2A x GONNECTION TO WATER MAIN (GREYISH BROWN GUY (GN) j,v\xp~ ~ z p C 5GALE 20'-0 a LU Q . BLDG HEIGHT: 35 FT. 12 5TY5 MAX GRAPHI EXISTING: N/A 0(o L e Inspected B The PALE SRN FINE To 7AppnL,, 9uval County Department of Health 8ervioee two o 0 Q PROPOSED, 16'/ I STY f Health ServIes. IMEO. SAND (SP) ours In Advance, 10..7 BELOW GRADE Approval for Co ngtructian-0tber Than Single Family Q ~ eterenceNo.C(0-Iel -----f~Q a WAATER IN PALE HANDICAPPED NO PARKINS PeCtlOn(S). ' Z Cn ~ Z Q --_DeaignFloap~ N BI FINE TO MEO 'aelal NOW 'aeld) o PARKING 516N ANYTIME sw (SP) okem. Plum. EL. -7-2' IT O BELOW GRADE "7,em- Plada have beee reviewed for geeend ea W Q D_ ~ l11 "Imty DePartment of Health Se ard ae with Bulfolk a QL ( T - O O LEQENDI '"only DP, 6ROUNOWATER ENCOUNTERED 'PPIY and •,PPIY and sewage diepoedl. N Reegi atard lea, eof , an relating to water eee 'ons. Q O LL o O PROPERTY LINE ~ a m •"mneiateenia or leek of de y (miaa RESERVED . 4B' 5LO' BELOW 6RAM /~p~~ 102 BELOW GRADE ."Donis'' :,crordadre with the attaww sanrmit"'edent ~dihoa required a, be in O N ry E DEMOLITION . ' ' ' ' ' ' ' ' ADJACENT PROPERTY DISTANCE TO PRINT YD) PARK-TO standards,, enmddrde,oaleed spari5edllywdived by the Depeetmeet This a~Pinvval ) LL SANITARY 5EWER DE5I6NATION STRUCTURE (FRNT YD) xores 9 w H WATER SERVICE ~m_ 16' SHEETINDEX expires s yea 9 a a lems the ppmrat , unless a:taddad or renewed, p" z 5-1 SITE PLAN ~PPraval Approval m g EXISTING WATER MAIN w O 30, 5-2 6RADIN6 AND DDRAINA6E PLAN z Q RetiT p Q STORM DRAIN - SD - 50 - AVG. FRONT YD SETBACKS OF ADJACENT N ® 5-3 LICHTIN6 AND LANDSCAPE PLANS PARCELS = 23'-0" 5-4 ER05ION 601 PLAN 5-5 DETAILS !uffolk VVater Line(s) UST Be Inspected By The FLOW ARROW TOWN OF SOUTHOLD ZONING CADS Suffolk County Dept. Of Health Services. 9'-O: P4-B 'LEAST 100 FEET (N.Y.S.D.O.T.) SCOPE OF WORK: Call 852-5700, 48 Hours In Advance, PACE: STORM DRAIN GRATE, COVER ITT ARTIUE A; GENERAL MINE95 (B) DISTRICT p 1 SECTION 28030; FRONT YARD SETBACKS To SChedule Inspection(s). § SEPTIC TANK p A. STRUCTURES SHALL BE SET BACK AT LEAST 100 FEET 0 FROM THE RIGHT OF WAY. TYPICAL PARKING DETAIL (SEE SITE PLAN FOR LOGATION) iU135ECTION 'A' IF HANDICAPPED 1. BUILD PROP05ED SHOP. LEACHING POOL B. THERE SHALL BE AN EXCEPTION TO SUBSECTION 'A' IF THE ADJACENT PARCELS ARE DEVELOPED, IN WHICH :LOPED, IN WHICH NOT To SCALE 2. PROVIDE PROPOSED SANITARY KkSTE PARKING 51GN SYSTEM, WATER SE:RVCF AND RPZ. TMrK S 5 OF THE SHAD. NOT TO SC ,,,-LE BE THE AVERAGE OF THE SETBACKS OF THE OF T 3. PROVIDE PROPOSEQ PARKING AREA 4. PROVIDE LAND56APING, 5TORM DRtAINAGE, 1 j, EXI5TING GRADE x 6.0 CASE THE MINIMUM FRONT YARD SETBACK SHALT; L16HTING, FENCING, ETC. ~~e 56C H5 APPROVAL AREA, F TEST HOLE FRONT YD SFTBAGK GALG. ADJACENT PARCELS. `R 5EE 5OUTHOLD TOWN ZONING CODE ON RIGHT FINISHED FLOOR ELEVATION F.FL.EL = 5GALE, NT5 ' of 5 Y i i I 0 N a rv LEGEND: STORM DRAINAGE GALGULATION: www.rilgnetnydl.bem NOTES: N.A.V.D. 1988 DATUM VOLUME = AREA x RAINFALL x COEFFICIENT f PROP of NGW YGT~ CITY or PROPERTY LINE FLOW ARROW d I. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1981 RAINFALL = 2' = ASPHALT'',." ~ COEFFICIENT OF F ASPHALT ALT = LO ~ I I \vl ? I & r~ otherst.mm L///A7I Not (for pr atlter stela) 800-212-4480 1 811 COEFFICIENT OF BLUESTONE = 1.0 vq DEMOLITION STORM LEAGHIN6 POOL o COEFFICIENT OF ROOF = 1.0 PROP. ,BLUESTONE ' SANITARY 5EWER s5 SEPTIC TANK I PROP05ED ASPHALT PAVEMENT = 3232 5F WATER SERVICE M LEACHING POOL 3,232 S.F. x 0.16-1'x 1.0 = 540 OF By law, excavators and contractorsv PROP. BLUESTONE PRK6 AREA = 8,643 SF five boroughs or New Yodc City and a and contractors working In the For safety masons, homeowners are strongly New York City end Nassau and encouraged to call as well when planning any 8,643'5.F. X 0.161' X 1.0 = 1,443 CF Suffolk Counties on Lang Island m e on Long Island must contact type of digging on their property. Homeowner s EXI5TIN9 WATER MAIN H EXI5TIN6 CONTOUR -b- PROP. ROOF AREA = 2,880 SP DigNat, 1-800-272-4480 or 811, at Is 2-4480 or 811, at least 48 house can contact us directly at 1.800.272-4480 or by g STORM DRAIN - 50 - SD - PROPO5E0 CONTOUR 2,580 S.F. x O.I(51' x 1.0 = 481 OF but na mom than 10 working days weekends and legal holidays) prior I in 10 working days (excluding calling 811, the national bell bsfom you dig gal holidays) prior to beginning number. For excavation work completed on d TOTAL VOLUME. any mechanized digging or exceval I digging or excavation work to personal property, It Is the contractors EXI5TIN6 GRADE x 6.0 ensure underground tines ere r 540 GP + 1,443 CF + 481 CF = 2,464 OF Excavators and contractara can el trground tines ere marked. responsibility-NOT the homeowners-to contact i Contractors can also submit OlgNet. Heving ugl8y lines marled prior to PROP05FP GRADE X 6.0 TL VOLUME REG O = 2,464 G.F. locate requests online, through ITIC. Are, through ITIC. If you do not digging is free of charge. USE, currently use TIC, please call 1-801 C, please call 1-800924-7803 G (q) I2'0x3' DEEP LEA01-1I1,16 POOLS for mom Information. VOLUME PROVIDED = 2,12316 OF mom Information. q PROP TOP d BOTTOM OF CURB TO56.00 BO560 PROP. TOP OF COVER OG 652 00 60 PROP. TOP OF CRATE OG 65.2 TEST HOLE I F~~'p4Y~'6n~ ~ ~ FINISHED FLOOR ELEVATION F.FL EL. _ ACKERLY LANE fg~fD1E~ti r 'Sk4s COQ DST PROPOSED SAWGUT 6 EXIST. E.O.P. WILL 0 syP~ PROVIDE A UNIFORM INTERCONNECTION y^y CAST IRON FRAME AND LOVER TO GRADE W/ NEW SURB GUT THAT WILL NOT x5'' CAMPBELL 1182 G OR APPROVED EGAIAL INTERFERE WITH EXI5TNTORM WATER' FINAL GRADE 12" MIN. 5EPARATION 215TANCE FLOW ALONG THE SUTTER TER LINE. FNOtai.'S~" MON. 033. e• THK GONG REQUIREMENTS FOR 5TORMWATER SEE 01,16 W.5 FOR CURB11,16, ME ,(C! 'OR GURBINO, METAL ED61N6 -1-LAOX6 DETAI1-5 COVER LEACHING 5TRUCTURE-5 AND PIPING PROP05ED ASPHALT AND MI%ELLAN67U5 DETAI HORIZONTAL SEPARATION DISTANCES FOR STORM 3' MIN. p 3' MIN. DRAIN.A6 A HIN& POOLS, Q Y' a lo. ° DRIVENAY wo/F 1075 n 5. MARIO ARMINIO e ® ° ® ® ® ® PROPERTY LINE = 10' MINIMUM '4~~ LINDA ARMINIO ~ q ® ® WITH FILTER FABRIC BUILDINGS WITH CELLAR = 10' MINIMUM ® m BUILDIN05 ON SLAB = 10' MINIMUM U m WATER SERVICE LINE/1-ATERAL5/MAIN5 = 10' MINIMUM ENTERANGE BETWEEN EX. E.O.P. AND UNDER6ROUND UTILITIES = V MINIMUM g I 12'-0' DIAM. NON-RATEABLE 5ANITARY LEACHING POOL5 = 20' MINIMUM PROPERTY LINE SHALL BE CONSTRUCTED (C` PROP. PAVEMENT AND ROOF/ W/ ASPHALT, USE TOWN HIGHWAY PAVIiL& . DRAINAGE LEIACHING POOLS ul/ W rv SOIL PUMA' STATION = 5' MINIMUM CND WTR GREASE TRAP = V MINIMUM SPECIFICATIONS, THIS DWG. ~24O m (3) 10'0 x 61-10. DEFTH ,fill MANHOLE = 5' MINIMUM oc lo. PROP. METAL (LANDSCAPE t075i,`^TO6" x ze Fko NAIL / N/O/F Q V m - GOLLAft MATERIAL - 61 MIN. PRIVATE WELLS = 50' MINIMUM (F ~P O (ENETRATSIOW RETAINING WALLS = 10' MINIMUM PROPOSED BELGIAN BM CK q$6's ga bliv. M2 ~ EDGING, (TYP, (PERIMETER OF 0 IN TREe/yz RICHARD J. 5AHM O CURBryA~~LONG DRIVEWAY, , " ( l x BLX-STONE PRK6 AREA) ^u ` II T4 Lu SEE VIV No5 - 6sv a0 1\ m W m~X FUEL 5TORAOE TANKS (BELOW GROUND) = 20' MINIMUIM ~c ,12 ,12 Q A I, 11 \ F.±/y'J ~~Y 'JO , / 13 % ~OY ~aP t~'~ duo . 5s\ T Z"rgiti 3 X Z 4 \15s UNDERLYING SAND AND 6R.AVEL STRATA HORIZONTAL SEPARATION DISTANCES FOR STORM Ham PRA AGE NON AGHI STRUCTURES ~p~~~ WATER SERVICE LINE5/LATERAL5/MAIN5 = 5' MINIMUMI 1. COLLAR DEPTH IS NOT REQUIRED MEN RATABLE MATERIAL EX15TS FOP, I W DEPTH. UNDERGROUND UTILITIES = 5' MINIMUM 2. COLLAR MATERIAL WU BE CLEAN GRAVEL OR BAIK RUN. 5. ALL PRANASE STRUCTURES MKT BE WRAPPED WITH FILTER FABWC. ~R^GAl 5EPAR6TION 12I5TANGES FOR STORM \ O=(z n. (z A 'PRO 5E1) 2E6.W SERVICE LINES = 18" MINIMUM STORM LEAGHIN5 POOL (W) WATE I G ESTONE \x~ rrQ~T~,JI N o SCALE, N.T.5. SANITARY WASTE LINES = 16" MINIMUM 0 s11.41 i', TO6 P INS AREA ~6ATE ~ 6R~ ~ rT • ~9 Z11- \,O /GiTATE L, x o 'ROP. MET 'ROP. METAL LANDSCAPE ry\tT cgNGrok ~ Q Z61N5, (r T BLUEST :D61N6, (TYP, PERIMET~ x X50 ~j PROPv, 14,65 rid"" pM \ T BLUESTONE DRIVE) 1Q'@ 15AATE 1 ASPHALT ® PAVEMENT i'' \ ~x~ i / ENOINEER~ / x x11.11 TO6 .12.b3..®~., sa O Oar \ x1sa LOx~ ` _ p~ TOG . 9 I t TO6 ~F NEwY GJG% " 1 . _ ,aT~ tBt / / fill .03 ~ at.~sv ,t` ~'PROP. ~`''~.r~~vR~ ®~Ib) /S ' ~ I 2~ ~sv~N ~3o C,~ c H O ~ 2W TOG x14.11 1,(, ^a~ PROPOSED 11122b3 /6RnTE \ a v P, %se d. P BUILDI - / .00 ~U~ ~Hyc/ ~j~aa w FND NG ~~~~'~5a ASRPFWI,F ®TOG oO'^ 00 ^q~j / / OpROFE5510~'~y o~o GONG. F.FL.EL. = 12.114' x0. 1DB \ JIM 12 O MON. z11~ AREA = 2,880 5.F. PAVEMENF JEFFREY T. BUTLER, P.E. PROPOSED\ BLUE5TONE 2Wx 'PARKING, AREA 474 2 O 1... \ x~ F , ~o P x1216 . lP/~ x- o LL mm qr, GA:'s i5i 'h O x1236 1 \/y j °9Q m > ° Lpo ~fyOm ° z ,r m ly D- o Q Exp J~ `So ExP~1 Z / TIUTY PROP. METAL LAND5GAF E/~TyAL LAND5GAPE Q a EO' i Pole ?115 EDGING, (TYP, PERIMETEF 00 / O (TYR PERIMETER OF A z Q NE PRKG AREA) H O Q N ` \_LP BLUE5TONE PRKG AREA) ~O N/O 5OUTHOLD PARK P15TRICr Y ! y4 1 ~y / g x ~P~ NOTES MAINTAIN /A~ 5% GRADE WITHII i% GRADE WITHIN 20' OF Q' W LL O ° SEPTIC 5Y5TEM (EWATE5 TO 'OW # U Q ryj IVATES TO I' DROP IN r PROPOSED ELEVATION OVER 20' LATERAL V15 :O' LATERAL DISTANCE) Ot F t~ N O QE a I" WATER SERVILE PROP05ED SANITARY SYSTEM F- UVl LL B 6 x' \ • . OOVER5 TO GRADE, FOR 5Y5TEM Z n a x INFO 5EE DWG N0.1 ~ m W a O ~ o ° Q U FNO GONG. a, f MON. 031N. / \p~ t h ~g@ PRWA O R METER PAGE 9' j5 AO)v PROP05ED POINT OF - RAL) I NC AND A\ND PRA I NAC E PLAN 2 g• Opt 5 oo x CONNECTION TO WATER MAIN i F 20 10 O 20 4C 7 40 60 80 100 R GRAPHIC SCALE I" = 20'-O" of 5 S a 0 u I 19 GREENBRIARde WALLSCGNCE (Various reflectors are protected byU.S.PatentNo,6.464,378) oaleulatlon5mmay Max Mln AvgMln MWIMh HOUSING- The aluminum housing is SALLASTS/ELECTRICAL COMPONENTS FINISHES -Each ® um is at had with Label LalcTypc Units Avg Max Min ACKERLY LANE available in two sizes and is aTectanguiar - Electrical components are factory- LEN OuraGHp polyester powder coat GalI Illuminance Fc 0.45 15 O.c shape. All mounting hardware Is mounted In housing and pre shad with finishing process. The CumGn. finish 15 OA N.A. NA. stainless steel or electra-zinc plated steel. voltage specific leads which extend out withstands extreme weather changes 0 P WALL MOUNT - A galvanized-steel the back of the unit through a rubber without cracking or peeling, uncle Luminalre Schedule universal wall mounting plate easily grommet. This grommet prevents the guaranteed for live full years. Standard salptlon LLF Lumens/ Arr. Um. Arr. Watts mounts directly to a 4" octagonal or entry of insects, dust, and moisture Into colors include bronze, black, platinum symbol Qty Label Arr'rpt Description square funcdon box, An EPOM gasket the fixture, The need to open the fixture plus, buff, white, sa8n verse green. Lamp Lumerre a N Is supplied to be Installed between the to make wiring connection Is eliminated, meialllc sliver, and graphite, 6-FT-42-GFL-F 8' M.H, 0.150 5200 1861 45 mounting plate and function box, sealing thus making Installation quick and easy, DECAL STRIPING - I A' offers optional color- o $ A 51%LE 6BW6-FT-42-GFL-f ENDOONG, MON. 031E F~z the function box from entrance of water. UL listed HID components with high- coordinated decade In 9 standard colors to The galvamod-steel universal plate power factor ballasts rated for-201 accent the fixture. Decals are guaranteed Maintained Footeandle ItIvels at grade. to St'I~ allows the fixture to securely affach to tha shading, Compact Fluorescent ballasts for five years against peeling, cracking, -1^ mounting plate using a unique clamping are Electronic Universe] Voltage (120- urlading. Total Project KUt 5 360 v ~ d N/O/F deslgn, which is lacked Into place with 277V 50/60 Hz) or 347V (60 HZ), O'F PHOTOMETRICS - Please vlsB our web site two hex-head screws. The universal starting, Compact Fluorescent fixtures at www.lsi-industrles.esm for detailed JEFFREY T. BUTLER, P .15 T RESPONSIBLE FOR s 'ONSIBLE FOR 5AFETY AND - MARIO ARMINIO 4 S LINDA ARMINIO plate Permits the fixture to be mounted with UE (Universal Electronic) voltage are i LIGHT LEVELS. THIS IS NOT - in the upllghling position (listed for damp evallehle with an opdanel dimming ballast photometric data. ARRE~OMf EIDE DUET WT I7 15 A OMION BLA locations) or downllghOng position (listed for multiple types of controls such as THE 500TFOLD TOhIN D ARTICLE XxppO/-a17D~ 15 A DESIGN BASED UPON .E XXXXV,OUTDOOR LIGHTING - 4 1 r at locations), building lighting controls and occupancy PROP05EP%REENIN5 ON NORTHEAST P sensors. Available battery back-up of BE / DOORFRAME - The aluminum door forme (32° starting temperature) and CWBB THIS IS NOT AN. LSI RE MENDED LIGHT LAY VA 51DE OF PROPERTY AS WINN with two stainless steel captive fasteners (0' stalUng temperature) are 120 or 277 NOT RESPONSIBLE F )R FETY AND SECURITY NN LIGHT LAYOUT. LSI IS D SECURITY RISKS DUE ~ 4N (PLANTED ALONG AD.NGENT / allows easy access into the tuiure.'A voltage for U.S, applications for 26 watt TO INADEQUATE LIG T VELS. . OO RZ51DENTIAIL ) SEE PLANTING 56HEDULE, THIS DRANN& one place extruded silicone gasket seals through 70 watt lamps. Consul) factory the door creme against the housing. The for available wattages and vollagas for 6 0 OOO QQ V INNTTR'EE L RC5E o5AHM a door swings open and Is held In place by use in Canada RICHARD J. 5AHM aretainer. GREENBRIAR LENS/GASKET -A flat clear temperedgins REFLECTORS/OISTRIBUTION PATTERNS WALL SCONCE ~O p0^ nCO Ions, which is sealed to is door fp eaprs - Forward Throw(FrM, Fr) and Type 111 with EPDM gamating,is ' standard. An (3) reflectors are available an small and optional polycarbonate lens Is available medium. Wall Wash W mfieclars IESNA FULL CUTOFF UAFd~ DryQ EX 36"4 OO to an most Compact Fluorescent fixtures. are also available on small. All are high ~W~ NRO WD O A' performance, full cut-off distribution as SOCKETS- HID lampholders are glazed defined by the IESNA(downlight prdlon Ao;;O acS 0 \ O O G LIMIT I WOODED O AREA TO REMAIN N IF EXIMAIN WOODED S porcelain, medium base for the small only). Photometric data is tested In ACK ORLY LANE y fixture and mogul base for the medium accordance with IESNA guidelines. fo REMAIN flxtua, 4KV pulse rated. The Compact Fluorescent fixtures feature a one-piece EX I thermoplastic somat „ll~~ ~ ,J HRx 'ID LIGHT he fixture Is designed r O tal .l operate peorte wIN hadzo hodzonhl Pulse-Start n Metal - 'r TYKE3voo Halide, Pulse-Start Metal Halide Reduced, III , Ceramic Metal Hallde, Metal Halida, High Pressure Sodium. and single, double NdT$F FNrAlp t~ END or triple Compact Fluorescent lamps, MD GOO. R PROVIDE 5TREET TREE`, PLANT. JA LONG MON. Lamps supplied as standard - HID (clear, shipped Installed), and Compact APPROX 530'0.C,. (SEE 'c 110\. V Fluorescent (coated, 41111 / It STZ PLANTINS 56H, THIS DHG) EX. 24"b EMERGENCY OPERATION - A variety of N/O/F UA FRD NO Integral emergency options are available MARIO ARMINIO x U m to comply with Life Safety Codes which LINDA ARMINIO, require emergency lighting along the / R9o path of egress on the bulldinI extemar, ~ 9B /R as d) VA so building occupants can exit safely. Jam. y`tr Integral Emergency Battery Back-up / RO„ W N ~~o\~ Quo \ options art available on Compact EX 14-0 Y HRO WO EX 14-0 Fluorescent units, Emergency Duarte / xao coo options are offered on HID units. Options / 10 . 3010 WD Q~ Y~ for am with to 35 watt Halogen N/D/F x p. \ EX. 30'4 p0 ~ for one or two 12 volt separate circuit(s), I lamps) are available an both Compact END Nr NAIL p-I ~ m W m 0 / x v IN iRff R05E 5AHM, 6 ^0, RICHARD J. 5AHM x LL p^' I 60 HRD HD HFV OQ IN D ;x Fluorescent and HID units. . ^ O V o 'N END 60NG. 0 40 / MON TI f UJ 0 0. O JA Ex 1410 x w ~ aP1f% B• , g c p °o •9N- ~ys*~y3 xw w D~ b° o °e °p c o'p p r(y S 3r, O AqZ 'k (~f(. t] p b b b y b b b b o v, GGG))) qqW b p O p b p b, e p b 4 11w ~Q ~a~ p p b b b' 'b O O p p O ~0 O W b .b b P' b b O •'g pp,C OO b. .b b Y d ph b b p' b' p O p„<~ s N a -Y b b' b 4 p b b' b h p ' O, O O^ O b p. 'b O b .G b p b O/ 0 O p o- b O b C y'r b p O b N71,_gf~ VA iiry ' O b bp'b O Obb"b O ~~p ~~O b b o o' p °p' b g•' 'o h ~o-b a °e ~yDy',pe• b b O' C b b C 4 N ENOINEER- LONL.MON ?\W 0 b b b pub •O b m~~/y( 9~ EX so°4 ' ' N O A, D O O O O O O- p ~b b 9 p b b ~„f1a I 'pa Y+ b b b b O b h b O p' b b 63~ 3 0 * NRD ND nu g9 ; //f/ o p W p N_ _ s b C O o b O b O b' O b, b '$M~]' se 4~0 AN '-b by bb bb Cp.Op by 9p.p b. b~b.b g. b,~b.bp~ I,I ?y ils? NE" * PT BU2,00% v I I UA g g o be g g .b G b G r I w '4pW_ if51 4 G j t` U' II n I,' ~ z v' q~~~ Sfr ZiPt~Q 07349 y2 N/O/F SOUTHOLD PARK D15TRIOT n 11Ifi7 0' 4 b G e d (Ji i a o u' b C g e b g d W o b b b b l b V 5 a '2+ Sb g g b g b b, b b b~g b h' rl~o EQ~ LY N 4i li O ? 1+ g b O b b O lb b b g O plb ~P~r a u a G a ~ ~i b N g g b b b g b b b' b\ O g b q I b b' bP' 'C '1\a N b N g g g g g ig b b OC~tly.~O ib b y 6 J ~'ri,a C d N a g g b O. g b O. O\' G b T g O ~Q JEFFREY T. BUTLER, PE. UA \yJ,, D' b o Sri' ^al A + 1~i a 's O. b b g b 'O Ib g b cblt 'b °a b ' ' PROVIDE STREET T PLANT APPROX. 509' OOL. (5EE PLANTING 5CH,6 THI5 DWG) FND °c°ab G S} al IGO± + G_e°. °b .b ,g,,g ,gb °b, g. g~b 'p Oe core. 1 i` O M o g b b' g' + g g O O g , b b /MON , ' G~ ti. N.i N a+u C b :g b O b. b b b N~Wv a G I.iO 't g g g''b gO 'g \ l FNO corn " a ~ a N ~ b gg O b b, ' b g f ~/Gi G a W C b O i O O g b g g .A-\ N Q N4N 03N. L/lNNDSG/l\P I N5 FART I AL FIA~ L FL/~N N ~aM'° b . g C 'l Qa Iw` ' ~ ~ ~ .g b g' .g. b r~ ~ P. .G a w'p b'b b b b O \ g g n _ O LL s o. u a °e . g . g : e' , o PROP. 6REENBRIAR TALL %ONGE o eG oo ly11 e G 'G' b °b' 'g g °b 68P5-FT-42-GFL-F ;AN E q'`~s lO Z9 a Ll Q WVJQ O 2k~O 20 IO O 20 ~40 60 E o ~ ((00 \O\~' GRAPHIC, 56ALE 20,_0,1 I b ' g. b; o b, °b ' /M~OyUNTEDB' ABOVE GRADE ~y^O O m ~ ~0 m rz C b b. O (TYP OF b1 ^ V` DK" C a a lr N g g b O ~~r~ •OA~ G ll O b g b CS.9l g bb g g b Y C o' b' b g b g O O V' I a, g A Ti~^ \I 5` G Ibn b g b b g O C' N e b O b g g O ~6 F~. ryO 3(. _ r 6 c W G } b, g g g g TILIry O e 2) PIECES OF REINFORCED RUBBER H06E $ DBL. STRAND 3>i g d POLE N q Q lT # ~ O n H12 WIRE, TWISTED. b g b O b g Obi TZ"Cf ubbbbS CEDAR STAKE B'-0" 5PEGIFIGATIONS IRRIGATION NOTE: °b g °b g g LONG 2" TO 2 3/4" DNA. WRAPPING (BURLAP FOR TREE PLANTING N/ g g g g E 50UTHOLD PARK DISTRICT g o g V" N N E OR KRAFT PAPER ALL LANDSCAPE ARffAS ARE HAVE g g N O " PINE BARK WRAP) I. TREES ECRU. of NURSERY STOCK OF AN C, AFPROVEP AUTOMATIC, AND MATNON SYSTEM1 MS E L TI 12 F SPECIES, CROWN WIDER T SAM IONS AS INSTALLED AND MAINTfAINED °b EASED ON THE INFORMATION PR[ Z IE INFORMATION PROVIDED, ALL DIMEN51 AND MU I ROGATIONS IKSHOI AI REPRESENT (MULCH) F NO IF THE PARTICULAR SITE. THEY SHALL BE OF BE OF SYMMET YMMETRICAL ` RECOMMENDED P051TION5. THE iK1 POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLILABILItt OF THE CE) GROUND COVER GROWTH, FREE OF INSECT FEST AND DI5EA5E, SUITABLE r 3" CALIPER (MIND FOR STREET TREE USE. ^-J LAYOUT TO EXI5TIN6 OR FUTURE %ISTING OR FUTURE FIELD CONDITIONS. I h ~ O Q -7 C~ 2. THE AVERA6E TRUNK DIAMETER MEAELRED AT A HE16HT OF SIX 'LANDSCAPE Sl 7G PE 5GHEDU THIS L1511TIN6 PATTERN REPRESE PATTERN REPRE5ENT5 ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN V~ TEMPORARY IHGHES ABOVE THE FINISHED 6POIIND LEVEL SHALL BE A FINAL GRADE MINIMUM OF THREE (3) INCHES. SAUCER 3, ALL PLANTING SHALL BE DONE IN LONFORMANLE WITH COP QTy EIOTANICAL NAME INVER CONTROLLED CONDITIONS L NAME OOMMON NAME S WITH ILLUMINATINS ENGINEERING OLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE UIN5 ENGINEERING 50GIETY APPROVED METH005. ACTUAL PERFORMANCE OF ANY HORTICULTURAL PRACTICE. THE FOLLONNS 15 DECLARED ESiERCFEN TREE MANUFACTURERS LUMINAIRE RAI _R5 WMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS A L~ TO BE BOX HORTICULTURAL PRALTICEi AND OTTER VARIA13LE FIELD GO /ARABLE FIELD GONDITION5. CALLULATION5 DO NOT INOLL9E OB5TRUGTION6 5UCH A5 ,R55, LAN05GAPING, OR ANY OTHER ARCHITECTURAL ELEMENTS WLE55 NOTED. r T~ Q `--SOD ON THE TRUNK SHALL BE WRAPPED W/ BURLAP OR KRAFT 4GANA LIBERTY ELM 2"' CALIPER FND COW,, MILDIN65, Oozes, LANDSOAPINE MON. 03N. m m PAPER TREE WRAP / THE TREES BE STAKED WITH TWO (2) UA q ULM S AMERICANA g a' TOPSOIL CEDAR POLES SEGRED TO THE TREE BY MEANS TON IS THUJA OT.(, IDENTALIS p (2) ALL TREES SHALL BE TRANSPLANTED BALLED AND PENTAL15 PARK MERI AN b' MIN. BURLAPPED, AND THE BALL NIGRAI ARWRVITAf o„ PARTIAL L IL\L LIGHTING PLAN B M1 B WHERE SHALL BE AT LEAST TWO AND ONE HALF (2 112) FEET IN SPECIFIED. DIAMETER. s - 0) ALL TREE PITS SHALL BE BAOKFILLED WITH TOPSOIL. 3 4, ALL TREES LISTED UNDER (U HEREOF SHALL BE BRMO1152 4 a 20 40 60 80 100 TOPSOIL NOT LOWER THAN SIX (6) FEET - WITH AN AVERAEE HEIGHT A BAGKFILL OF 10 TO 12 FEET WITH A MINIMIM SPREAD OF TOP OF 4 UA O' TON 20 IG G 20 Y+J GRAFHIG SCALE 2o,_a of 5 TREE PLANTING DETAIL FEET. SCALE. HT5 i 0 o' R LINE / 5YM50L LE6ENP ACKERLY LANE LEACHING POOL WITH OPEN GRATE LEAGHING POOL WITH GL05EP DOVER ( O (LAST IRON TO GRAPE) FND GONG. MON. 03'E. o~~'st EXPAN51ON POOL (FUTURE) ( 1 ~ AN i~ T9 MARIO AR ARMINLO 6 SEPTIC TANK (p O) Q S PROPOSED STABILIZED LINDA ARMIN IO GONSTRIIGTION ENTRANCE. (SEE DETAIL, THIS DW5) 1... - . /.f..,,,7.:5,'.~ 3• RO„ PROPOSED SILT FENCE AND / f' STRAH BALE BARRIER, INSTALL 9 ALONG PROPERTY LINE AS SHONAI % \ (SEE DETAIL5, THI5 DW5)~ FNO NAIL Wo/Fr~4G 805E EAHM S .~r,. OQ IN TrtEE R16HARD J. 5AHM / 4 ~z RO ~m rq3 \ \ g 2~c N 47 70' MIN. EXI5TIN6 STONE PAVEMENT 2' PAVEMENT EXISTING _ •$j oQs' a y, LIMIT OF EXISTING HOODED (15TIKC HOODED GROUND AREA TO REMAIN EMAIN So \J. .?E MOUNTABLE BERM ~ ex lam FILTER CLOTH PROFILE (OPTIONAL) Ow + Iwo \ ~a 70' MIN. PROP05F STRAN 5 SPTRRAAN BADLE SILT BARRIER, INSTALL ® ~.i" / \ A~LCOCNG P ALONE PROPERTY LINE AS SWM V) h )j. 1 \ END z (5EE PET (5EE DETAIL5, THI5 DW5) ,p / / CAN . MON HASHRACK f (OPTIONAL) O -v i - / EX. 24"T U m Nay wo a. o EXISTING MIK EXI5TIN6 p v vGOARSE v v v,, v PAVEMENT _4. rRaPO5EP tar INLET GROUND A6GR~6A~TE',' Lv v `v v, v a\~~O A`"y pROYEGT ON,TYP OF l (SEE DTLTHIS D(^IFi7 m xao rm _,a' Q~ W m O X DRAINA6E TO io 1pI / EX 50 "LP "J SEDIMENT TRAPPING DEVICE SEE NOTE 8 FNO I IRO WD 0r GONG. wo oo~• ,yh1 H O Z MON.' \ SQJ' 1. STONE SIZE - USE 2" STONE, OR RECYCLED CONCRETE EQUIVALENT / s~0~ 2. LEN6TH - NOT LESS THAN 50 FEET (EXCEPT ON A 51N&LE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH HOULD L5' owe APPLY) rx Ia•m 3. THICKNESS - NOT LE55 THAN W. 4. WIDTH - W MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. FILTER CLOTH - HILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. N~ 6. SURFACE HATER - ALL SURFACE HATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANGF5 SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL, A MOUNTABLE BERM WITH 5,1 SLOPES HILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH HILL PREVENT TRACKI86 OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-HAY. ALL SEDIMENT SPILLED, DROPPED, HASHED, OR TRACKED ONTO PUBLIC F PROP05ED SILT FENCE, INSTALL*' RI6HT5-OF-WAY MUST BE REMOVED IMMEDIATELY. A ALONE PROPERTY LINE AND >w~j O tvK O - & HHEN WASHING 15 REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. T TRANSITIONAL BUFFER AREA AS 5110M (SEE DETAIL, THIS DWG) Sao,(, q. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. Y ENGINEER: 5TABILIZED CON5TRUCTION ENTRANCE NOT TO SCALE ~OF NEw ~~PSFP~Y T T 0 Tj IV n Sa r.. / X. FPd?EM9°' m I w w0/F O -lY HYnaANT t~. P EXTRA 5TRENGTH FILTER FABRIC STEEL OR HOOD 2" X 2" ST 2" X 2" STAKE5 SOUTHOLD PARK DISTRICT \ ~AS10 ~ (TWO PER BALE) V 0 N~~A 013493 REO'D. WITHOUT WIRE MESH SUPPORT POST BUILDING HIRE (TWO PER ONP~' 9OFES sill _ Oil O.G. 5PAGING OR TWINE t PROPOSED ya PROPOSED SILT FENCE AW .I FFREY T. BUTLER, P.E. W/ HIRE SUPPORT FENCE I I 5- j~~STRAW ESALES I" MATER 5ERVI E STRAW BALE BARRIER, INSTALL ALONG PROPERTY LINE AS SHOWN 6' MAX. O.G. 5PAGING (SEE DETAILS, THIS DWG) WO HIRE SUPPORT FENCE 1 ° )NTROL PARTIAL PLAN FNV COML. EROSION GONTRC MoN oar. N , ov COMPACTED r,^vr-'"f r. • , ~S FILL O W- m PROP05EP GRADE I" WATER METER 20 10 O 20 40 40 60 80 100 l l11 20, PROP05ED POINT OF ATTACH FILTER FABRIC SECURELY CONNEGTION TO WATER MAIN TO UPSTREAM SIDE OF P05T °m ° ~o a LU a 36" HIGH POLE (MAX) STEEL OR HOOD P05T TRENCH O F O (e OF ,~V1, O ry w ° <W C~ 19.oW BCJTTOM OF HA POOL MON P PRAIl SHALE I HAY 5ALE5 HAY DALES, TAKES LEACHING E (TW(J EACH BALE) / E m gets ' °EQ~ V # LL ° i K'ia pp~ O O J N ry O FLOW GRADE FLOW LL OOMPAOTED PROP. ASPHALT DRIVBNA COMPACTIED V] ~ O O e z i%\\ 3/4" MIN. PLAN BACKFILL- PRAINA (PARKING AREA WHERE IN BACKF:ILL op O z w DRAIN ROCK BALES TO BE SET I TO BE SET IN INLET 9(~ `t `r 07 . STAKES I q^ TRENCH. SEE 5EGTI01 SEE 5ErTION. W ~ ~ Q ON. SEE SECTION. n PROP. 5E 61 N J BAG FILL ~ II BLOCK RB 11 (TYP) TRENCH DETAIL INSTAL CATION WITHOUT TREHOM :111 n Ip 111 ul 1 pl II ° Ip II PAGE: NOTES: ° u II II II II ~I u I~ BAL TO BE SET IN 4" TRENCH g SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. n 11 ii ii n INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT HHEN NECESSARY. FIFTY 2 REMOVED SEDIMENT SHALL BE DEP051TED TO AN AREA THAT WILL NOT ALLOW OFF-51TE TRANSPORT. 4 tiRRIER STRAW BALE BARRIER ® LEACHING POOL 51LT FENCE DETAIL 5TRAW BALE BARRIER E NOT TO 5OALE R NOT TO 5GALE NO7f TO SCALE of 5 0 , n 5/4" T. 4000 MI CONCRETE nE x -x -x -x -I - AT S6 TL DAYS N VIRGIN -x -X U T 2 N?NMED SOIL iR6IN LURE =E55ED AT J ORIVEWAY5 I U2' MAX. E H" THK TRAFFIC BEP,RIti6 ABOVE FLOW LINE PROPOSED GONG LOVERS TO GRADE (TYPIGAU & CHAIN LINK 1 J F k FENCE W/ GREEN k BU rv PRIVACY 9LAT5 FLOW LINE LDN6 MAINTAIN 5% MAX. SLOPE FROM EDGE OF SANITARY N ~ k k SYSTEM OUT 20' IN EACH DIRECTION FIN. fl.. i ~Re TYPICAL 6 POOL CLUSTERED Z =12.9 DISPOSAL SYSTEM 6" THK CA2 10'X10' CONCRETE h A X PAD FOR G.I. DOVER ~ G.I. DOVER i''I h G.I. GVR EL' G.e CVR F111.78' ,I. CVR EL=17.79' TRAFFIC, BEARING c o COVER GRADE EL 1228, FINAL GRADE 21 DUMP5TER - k X FRONT VIEW ~ a - - 4' DIA PVG PIPE 11.12 11.12' ? ® i CHAIN LINK FENCE szg d GREEN iOP501L AND SEED TO TO IE: 10.48' - 10' 0/,` / L.F. _ "MIN 4" DIA, PVC PIPE DI5TRI&1TI01 f 2,5" = 021' _ 1 OF 7 015TRIBUTION LP LP F-LOF 7 (I OF 4) 0 T BOT OF POOL ® rv a EL. 7.41' 82 Q PRIVACY 5LAT5 I I 4, R.OA 50 NOTE 02 .p g k x GRANITE .TALL BELGIAN BO B1361AN IE.=10.2"' ;o IE=9.71' 2q'S 030' IE.=9.41' LLOLK INSTALLED ON AN B' EE LIED ON DO 4" HOUSE TRAP, 4 ® TOOL SEE H005E CONN. NOTES 1200 6AL IN. ® I.RFACE `1 I=mo EDGE 03 • 12' O.CPYI 13LLESTOM URFACE b SEPTIC TANK ' • . I 4'MIN '`,U' TE5THOLE: CRjX DWATER FNO 0 EL.-0.4' v J + + U565 DATA I^al- No. 516180.1 BOT OF TANK = 16.02' 1 BOT OF P00L BOT OF POOL 141' 7 0 rv HIGHEST RECORDED 6ROUNDI4ATEF4 C"t~CL RN SAND 10 O` DIA 10-0" DIA SEE PLAN. ~ ~ ° o IM5E MOUNTING . • 2" SAND BAND \,H ! a 638' (NEVD29) = 5.46' (NAVD 1988) 06 0 Y SECTION ON DATUM NAVD 1988 USED FOR THE PURPOSES OF THIS DIAGRAM; . FENCE EDGE 2-x5 TOP I •Q BEAM TO EXTEND 1-O• GOT. CONT. b_ . 10" MIN. ~B~ELOW WA13 TIM • 10'-0' f • • a` . 1 - FIN. 6RADE 24"t OL. PROPOSED SEPTIC RISER DIAGRAM 5EGTION A PLAN VIEW 12 K NOT TO SCALE www.tllgnetnyWl.com PER H. STANDARDS FOR APPROVAL PLANS AND GO TION FOR SEWAGE SYSTEMS I yq A Of NEW Y0 ON www.ca11811.com DUMP5TER5 ENCL05URE JUMBO BELL IAN BLOCK FOR OTHER THAN SINGLE-FAMILY RESIDENCE5; S; DATED, JULY I5, 200D , 2008 I \VI /7 & LONG limp (for other states) SCALE, N.T.5. GURB DETAIL NOT TO SCALE 600-272-44801(511 BORDER CONGEPT5, INC. BORDER KING By law, 'cevatore and contractors w STEEL LAND5GAPE ED6I1,16 114'X,5" W/ 8 bo Lphe of New York City and 1 i and contractors working In the For safety reasons, homeowners am strongly New York City and Nassau and encouraged to cell as well when planning any 15" LONG 5TANDARD 5TAKE5 Ad 'CCountlaa on Long Island MIL i on Long Island must contact type of digging on their property. Homeowners CONTRACTOR TO INSTALL EDGING PER Di Nat,' 1'f800-272-0480 or 811, at lei !-0480 or 811, at least 48 hours can contact us directly at 1-800-272-0480 or by MANUFACTURER'S REGOMMENDATION5 ut 9 Inorethan 10working days in 10 working days (excluding calling 811, the national cell before you dig gel holidays) pnur to beginning number. For excavation work completed on Suffolk ount wfeke Is and legal holidays) pour to FINISHED GRADE, PLANT BY11ePartment of Health a ymphan[zeerround ores amao digging or excavation work to personal property, It Is the cuntrectnfs DEVICE USE LAWN, OR GROUND GOVER r Construction- Services r as prof nd Tore am out uground line are marked, responsibility-NOT the homeownees~ta contact f(1 I contractors can also submit DIgNet Hering utility lines marked prior to fh BAGKFLOW PREVENTER INSTALLATION NOTE: COMPANY MODEL No . 2E PROPOSED BLUESTONE v r~ der 17fen Single Family Ex tors and creund contractors can aP0-la(_ 'nests online, through lTlC. I PARKING/DRIVE TOPSOIL Design Fl, 1s GPD a Icceta e use[TIC, please call 1-80( dine, through ITIC. If you do not digging is free of charge. START-UP AT INITIAL IN5TALLATION AND AFTER 5ERVIGINO, RPZ WILKINS 915XL LO" DOMESTIC WATER C, please ca111-800524-7603 ny THE DOWN 5TREAM 5HUT-OFF SHOULD BE (105ED. 5LOWLY OPEN UP5TREAM fj~=1L-fJ1=11--Ll-L - - - - EV',..0 for moreintonnetion. een ILI=ll1=reviewed for more information. d) 5WJT-OFF AND ALLOW THE BACKFLOW PREVENTER TO FILL 51-OWLY. BLEED AIR AT EACH TE5T OOGK. WHEN 5AGKFLOW PREVENTER 15 FILLED, 51LOWLY OPEN THE - am 1. 1LI= LL-ll-ll-- -1L~ 1 I of &,ath sarv ces stamysC Op,~ ~ tb Suftlk W N DOWN5TREAM 5HUT-OFF AND FILL THE WATER SUPPLY SYSTEM. THI5 15 NECE55ARY 5TANGE REQ'MT5 FOR SANITARY 5EPTIG TANKS: Q.I Y f_ TO AVOID DI5LODGING 110" RING OR 6AU5ING DAMAGE TO INTERNAL GOMPONENT5. 15" STEEL STAKE - - - - - - - - JecuneuW Be diePoeal Regardless of Any OMIS,, MIN. H R L of detail I ONTAL SEPARATION DI5 =IL1=L - 1-1- L=1- 1=L - I-1L-11- -1~- rcies or Lck SIE-~, PARATION DI5TANGE5: atinoroqund a W 0, B. BUILDING N SLAB = 5'-0' ,W O CELLAR = 10'-0" K. U16 UTILITIES = 5'-0" • TO FACILITY 1~1 1L J1II111II J11 11 11 1L L1 11 I1~I11IIII-L CHARLOTTE, NG CONCEPTS, INC. ; ~ce the eMatyed . pars"t cronetrsetiwvom is '.ILITY 1=1-11=11=11=11-11-J--11=ILI=III=11~=11=111-11--801 arnuraa 3Ywaived bytboDe)peeto,eut.,fhie ePRcabb G. HATER LINES = 10'-0" ON SLAB = 5'-0" L. STORM DRAINS = 20'-0" } X 1-704-541-5b10 (FAX) Ysare S'om the ePProvd PProval JE5 = 10'-0" M. GATGH BASINS = 5'-0" W Q WATER (NETLAND5) = 15'-0" (NON-LEAGHIN6) I--1 x LLJ 9 a sdeed ettesded or renewed, D. SURFACE WATER (WETLAND a- F. PUELIG WELL = 200'-0„ iILL = 200'-0" N. SAN. L.P. = H'-0" Z WELL = 100b" P. PROP. LINES = 5'-0" O cri STEEL EDGING FOR "Pww.lDUe 5 PRIVATE HELL = IOOb" R7gIBNlY H. RET. WALL (WTRPROOF) = . (WTRPROOF) = 10'-0" O. T.O. SLOPE = 25'-0" Z_ 13LUE5TONE / LAWN PARTITION J. U/GFUEL TANKS = 20'-0" 'ANK5 = 20'-0" R. BLUFF = 65'-0" L~~, 'U~UJJ NOT TO SCALE HEN HEAVY DUTY AND LOGKIN6 G/ GASi IRON E COVERS TO 1 BUILDING WALL ry DRAINS TO BE , 5GREENED 11 4 • 2" DRAIN DRAIN PAN HEAVY DUTY, LOGKIN6, CA5T IRON FRAME AND COVER To GRADE OAMPBELL 1102 O OR FINAL GRADE APPROVED EGUAL FINI&ED GRADE N N < TO BE 12"xl2" 2411 m 4" 24" 8" MIN TRAFFIC Q z~~ Z a BEARING TOP I" RPZ - PLAN VIEW 6RAoE ~ I 20" MIN I ~ ` .O T`+ 6" THK ISTRIBUTION LP (I OF 2) LP TRAFFIC0 Miry rv 20" MIN J (DOMESTIC WEIR ONLYI NOT TO SCALE I" RPZ DEVI ICE IN5TA LATI PER RPZ RI (I OF 4) 5EARIN9 DOVER I - 3' MIN. ® ® ® ® ® e= ® ® 3' MIN. INLET 1 (00tf TIC WATER ONLYI NNSTAL REQUIREMENTS o ® MIN 4" DIA ~o CUTLET ENGINEER. NOT TO 5CALE .q ® ® ® BDR 35 PVC, FLOH LINE MIN 4" PIA ® o PIPE OR 6" FLOW LINE FS,I wR OR W 35 PVC, PIPE OR FOUIVALM o RPZ INSTALLATION REQUIItEMENTS: INSTALLATIONS MUST MEET ALL SUFFOLK COUNTY AND NEW YORK STATE REQUIREMENTS. 2' MINT 2' MINT 10'-0" CIA. NON- A IN / I FT PITCHED MIN. TBAFFLE III DRAIIAGE (CONTINUED) RECORDED SEE PLAN I~LR/ATFABLEI pUIVALENN al 0 )j IN / I FT fT 'F I. GLEAKANCES GROUND Km I u A. ALL ASSEMBLIES SHALL BE INSTALLED WITH A CENTERLINE HEIGHT FROM 30 INCHES 0. ALL DRAINAGE FROM RATS SHALL BE VIA GRAVITY PEEP) TO DRAIN. TO 60 INOHE5 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 SGAFFOLD OR A LIFT MEETING AND ANY DISCHARGE PIPING. THE AIR GAP MUST BE AT LEAST TWIGS THE COOLLAR MATERIAL1 2j~(~EN I Q ~ .I N ~ ~i-3 4Wi 05HA STANDARDS. PIMEN51ON OF THE EFFECTIVE OPENING OF THE RELIEF V/ALVE; 13UT IN NO R ALL RPZ DEVICES MUST HAVE AN 18 INCH MINIMUM CLEARANCE BETWEEN THE BOTTOM CASE LE55 THAN I INCH. a Q .I A 03463 ~o\ y. 90'`FS51oNP~'~ OF THE RELIEF VALVE AND THE FLOOR. E. MANUFACTURER'S AIR GAP FITTINGS MAY BE UTILIZED PROVIDED THAT THEY JEFFREY T. BUTLER, P.E. G. A MINIMUM OF 12 INGHE5 OF CLEAR SPACE SHALL BE MAINTAINED ABOVE THE MAINTAIN RELIEF VALVE. HESE FR GAP AND O00 NOT NLY SIZED TO ENGL05 HANDLE COVER THETTENT ASSEMBLY, UNDERLYING SAND AND GRAVEL STRATA D. A MINIMUM OF 30 INCHES OF CLEAR SPACE SHALL BE MAINTAINED BETWEEN THE AND LOW FLOW D15CHA ,5E5. ADDITIONAL DRAINAGE CAPACITY MAY BE NOTES _ FRONT SIDE OF THE DEVICE AND THE NEAREST WALL OR OBSTRUCTION. REQUIRED TO ACCOMMODATE A GATA5TROPHIG RELIEF VALVE FAILURE. 1. COLLAR DEPTH 15 NOT REQUIRED AMER RATABLE MATERIAL EXISTS FOR RILL DEPTH. 2. COLLAR MATERIAL SHALL BE CLEAN GRAVEL OR BANK RUN NOTES: J E. AT LEAST 8 INCHES CLEARANCE SHOULD BE MAINTAINED FROM THE BACK 5IDE OF F. HOT USED ICONCRETE TO TEST 400( :TE TO TEST 4000 P.5.1 ® 28 DAYS O THE DEVICE TO THE NEAREST WALL OR OBSTRUCTION. TH15 OLEARANGE MAY NEED G. NOT U5ED TO BE INCREASED FOR MODELS THAT HAVE 5IDE MOUNTED TEST COCK5 OR RELIEF H. NOT U5ED (LEAGHING POOL SYSTEM - QTY 6) 2. REINFORCEMENT MEE75, )RCEMENT MEETS A5.T.M. A-615, A-185 5PECS VALVES THAT WOULD BE FAGING THE BACK WALL. J. ALL EXTERIOR DRAINS SHALL BE KEPT FREE OF SNOW DURING WINTER AL50 3. ALL SANITARY PIPING R WTARY PIPING TO BE 44) 5DR 35 PVG V 'INC IN5TALLED UNDER BLDG SHALL BE GA5T IRON, AND SHALL REMAIN F. TEST COCKS MUST BE POSITIONED TO FACILITATE TESTING (30" MIN CLEARANCE). K, ALL IVALVES SHALL N5 GAN NOT BE SUBJECT OPEN GWNTO FLOODING SE (RIGHT T HANDED 131E SCREENED. VALVES). 4. ALL PIPING STALLED BI ' IRO N N LEAVING THE TYPICAL CLUSTERED DISPOSAL SYSTEM (LP) CAST RON LEAVING THE BUILDING TO A D15TAWE OF Y AHAY FROM BLDG R O a/ II. MISCELLANEOUS CONSIDERATIONS S1-ALE, N.T.S. 'PERIMETER A. ALL ASSEMBLIES SHALL BE ADEQUATELY SUPPORTED AND/OR RESTRAINED TO IV. NOT USED 5. GALC'5 AND DE515N PER AND DE515N PERFORMED IN ACCORDANCE HITH SYOHS SPECS. O z Q Q PREVENT LATERAL MOVEMENT. PIPE HANGERS, 3RAGE5, 5ADDLE5, STANCHIONS, V. INSTALLATION WITHIN A BUILDING PIERS, ETG., SHOULD BE USED TO SUPPORT THE DEVICE AND SHOULD BE PLACED IN A THE INSTALLATION SHALL BE PERFORMED BY A LICEN5ED PLUMBING GONTRACTOR. V Q Q O m MANNER THAT WILL NOT 055TPUGT THE FUNCTION OF OR AG6E55 TO THE RELIEF GONTRACTOR 15 RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND c SEPARATION 1?I5TANGE REQ'MTS FOR DETAILS OF CONSTRUCTION: VALVE. UTILITIES AND STRUCTURES PRIOR TO DIGGING. r SANITARY LEA(HINS 5TRUGTURE-5: I. REINFORCED PRECAST CONCRETE SEPTIC TANK (1,200 GALLON MINIMUM). B. 5TRAINER5 ARE RECOMMENDED PRIOR TO EACH BAGKFLOW PREVENTION ASSEMBLY A. ABOVE GRADE INSTALLATIONS: DISCHARGE GAN BE DIREG~TED TO FLOOR OR MINIMUM HORIZONTAL SEPARATION DISTANCES: 2. USE SIX (b) 10'0 3.0 FT HIGH (2' E D) PRECAST CONCRETE LEACHING RINGS ON NON-FIRE FIGHTING WATER LINES. NO 5TRAINER 15 TO BE USED IN A FIRE LINE GRAINS OR THROUGH A 51PEHALL ABOVE GRADE VIA SGRIEENED LOUVER5, N WITHOUT THE APPROVAL OF THE INSURANCE UNDERWRITERS OR THE AUTHORITY 56UPPER5, PIPE SLEEVES WITH FLAP VALVES, ETC., IN ACCIORDANGE WITH A. BUILDING W/ CELLAR = 0'-0" 3. USE 41, APPROVED 51 PIPE THROUGHOUT. i; Lij Z / I Io C/ Q HAVING JURISDICTION. THE DRAINAGE REQUIREMENTS. 5. BUILDING ON SLAB = 10'-0" 4. THE WA5TE LINES FROM THE SEPTIC TANK SHOULD ENTER THE MIDDLE RIN65 AS HIGH AS P05511BLE. G. WATER LINE5 = 10'1 5. USE A CROSSOVER PIPE BETWEEN THE MIDDLE RIN65 AND THE FOUR OUTSIDE RINGS, EI6HT (B) INCHES ABOVE THE BOTTOM. / 6. BALKFILL MATERIAL SHALL BE COAR5E SAND AND GRAVEL. G. ALL A55EMBLIE5 MUST BE PROTEGTED FROM FREEZING TEMPERATURES AND IF B. BELOW GRADE OR BASEMENT INSTALLATIONS: NOT USED. MPLETED INSTALLED WHERE TEMPERATURES WILL REACH IOO°F OR ABOVE, A HOT WATER TYPE VI. ACERTIFIED D. SURFACE WATER (WETLANDS) = 100'-0' T. SLABS SHALL BE 2.5' MAXIMUM BELOW GRADE WITH A 2' MAXIMUM COLLAR. / AFTER HE ANG AND COA5 BEEN IWORKSE PPROVALL BE TESTED BY A F. PUBLIC WELL = 200'-0" 5. SOLID HEAVY DUN AND LOCKING CAST IRON CAVER5 TO GRADE ON ALL POOLS. wz< ASSEMBLY MUST BE USED. 6. PRIVATE WELL = 150'1 4. BOTTOM OF POOL SHALL BE A MINIMUM OF 2 FEET ABOVE H16H RECORDED GROUNDWATER, 0 R D. ALL ASSEMBLIES SHOULD BE SPECIFIED AND INSTALLED WITH THE MANUFACTURER CERTIFIED TESTER. THE DENONER (OR WATER SUPPLIER) 15 THEN SUPPLIED RESILIENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY. RE5PON515LE TO CERTIFY THAT THE INSTALLATION WAS DONE IN H. RET. WALL (WTRPROFF) = 101-0" 10. SHOW AREA FOR 50% EXPANSION OF LEACHING POOLS, INSTALL AT INITIAL CONSTRUCTION. E. WATER LINE5 SHOULD BE THOROUGHLY FLUSHED BEFORE INSTALLING THE ASSEMBLY. AGGORDANGE WITH APPROVED PLANS; OR DESCRIBE ANY CHANGES OR J. U/G FUEL TANKS = 20'-0" 11. MAXIMIZE THE 015TANCE BETWEEN/ TTHE FOUR (OUTER) SATELLITE POOLS, 12. TOP SLAB SHALL BE 8" MINIMUM (THICKNESS AND TRAFFIC BEARING. _I K. U/G UTILITIES = 5'1 15. NOT USED A< V-° o o ~o I I Q ~o _ ° o 10 N _ O MOST TEST FAILURES ON NEW INSTALLATIONS ARE THE RESUI-T OF DEBRIS FOULING SUBMIT "AS BUILT" PLANS AS APPROPRIATE. L. STORM DRAINS = ~O'-0" 14. THI5 DISPOSAL 5Y5TEM 15 FOR AREAS WITH HIGH 6ROINDWATER CONDITIONS. E~ ONE OF THE CHECK VALVES OR THE RELIEF VALVE. I. INSTALLER SHALL NOTIFY GOVERNING AGENCY UPON COMPLETION OF M. CATCH BASINS, NpN-LEAGHING It 5'-0" 1 F. ALL ASSEMBLIES MUST BE INSTALLED HORIZONTALLY UNLE55 THEY ARE 5PEGIFIGALLY HORK. N. SAN. L.P. = 8'-0" e APPROVED FOR VERTICAL INSTALLATION. REF. TECHNICAL REFERENCE PW5-14). 2. TEST RESULTS SHALL BE SUBMITTED TO GOVERNING AGENCY ON 6. ASSEMBLIES SHALL NOT INSTALLED IN AREAS CONTAINING CORROSIVE, TOXIC OR PRESCRIBED FORMS. POEM P. PROP. LINES = 10'-0" HOUSE CONNECTION NOTES: ° (PER 5.6.9.14.5. 5TANOARD5 FOR APPROVAL OF PLANS AND WN51WGTION FOR 5EWA5E DISPOSAL I 0 POISONOUS OUS FUMES OR GASES WHICH COULD RENDER THE ASSEMBLY EMBLY INOPERABLE OR B. THE INITIAL ITIAL TEST RESULTS AND GERTIFIGATION ARE THEN SUEdMITTED TO THE Q, TO. SLOPE = 25'-1 R. 13LU BLUFF = 65'-O" SYSTEMS FOR OTHER THAN SINGLE-FAMILY RE5IDENCE5) \ o $k POSE A SAFETY HAZARD TO PERSONNEL. WATER SUPPLIER AND APPROVING AGENT FOR 155UANGE OF A COMPLETED 5. SEPTIC TANK = VI H. INSTALL A SOFT SEATED CHECK VALVE IMMEDIATELY AHEAD OF THE RPZ TO HOLD WORK5 APPROVAL. DOH - FORM 1013 HAS BEEN DESIGNED) FOR BOTH THE NOTE: LEAGHING POOLS THAT ARE PART OF THE cU A HOUSE CONNECTION 15 DEFINED AS THE PORTION OF THE GRAVITY 5EWER LINE WHICH EXTENDS g THE PRESSURE CONSTANT TO THE ASSEMBLY IN TIMES OF FLUCTUATING SUPPLY CERTIFIED TEST RE5ULT5 AND THE DESIGNER'S GERTIFICAITION OF THE p @ PRESSURE. INSTALLATION. P PROPOSED 'TYPIGAL CLUSTERED 01SP05AL FROM THE FACE OF THE BUILDING TO THE 5EWA5E DISPOSAL SYSTEM. 1. IF THE DISTANCE BETWEEN THE WATER METER AND THE DEVICE 15 GREATER THAN 10 G. AFTER 155UANGE OF THE COMPLETED WORKS APPROVAL, THE. A55EMBLY MUST 51 EXEMPT REGARDING LEAGHING b) THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF OAST-IRON 51 LINE EXTENDING THROUGH POOL TO LEACHING POOL REQUIRED SEPARATION THE FOUNDATION. FEET, ALL EXPO5ED PIPING SHALL BE STENCILED "FEED LINE TO BAGKFLOW BE TESTED AT LEAST ANNUALLY BY A CERTIFIED TESTER VWITH THE RESULTS f D15TAN6E5. 5EE 'TYPIGAL CLUSTERED DISPOSAL cJ)1 HOUSE CONNECTIONS SHALL HAVE A MINIMUM PIA. OF 4 INCHES, UNLE55 OTHERWISE NOTED. PREVENTOR - DO NOT TAP" AT 5 FOOT INTERVALS. REPORTED TO THE WATER SUPPLIER. 5Y5TEM' DETAIL BELOW FOR ADDITIONAL W NOT USED \ J. A 5EPARATE SHUT OFF VALVE MUST BE INSTALLED € K. PIPING MUST BE UNBRANGHED AND UNOBSTRUCTED FROM RPZ DEVICE TO MAIN. QUESTIONS OR COMMENTS, 3PW5P®HEALTH.5TATE.NY.U5 1 REQUIREMENTS, e) HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH ON ONE-QUARTER INCH PER FOOT. PAGE: III. DRAINAGE <MAILTO,BPW5P®HEALTH.5TATE.14YV5> 1) SLIP RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST IRON JOINT. IF 6"m ONTLET DRAINAGE FOR BACKFLOW PREVENTION A55EM13LIES SHALL BE PROVIDED FOR ALL RPZ REVISED. AUGU5T 2008 REQUIRED, A FLEXIBLE PVG COUPLING WITH 5TAINLE55 STEEL BANDS MAY BE USED TO CONNECT 6110 C CAST IRON PIPE TO PVG HOUSE CONNECTIONS. THE FLEXIBLE (GUPLING AND BANDS SHALL PIPE PIPE FROM r INSTALLATIONS. DRAINAGE SHALL ACCOMMODATE DISCHARGE DURING TESTING, CONFORM TO A5TT4 61173. Of GREASE E, DRAINING OF THE UNIT AND FOR RPZ RELIEF VALVE DISCHARGES. A. DRAINAGE GAPACITY 15 SIZED TO ACCOMMODATE BOTH INTERMITTENT DISCHARGES 9) ALL HOUSE GgNNEGTION5 SHALL BE PROVIDED W/ A GLEAN-OUT AT THE FACE OF THE BLDG. TRAP P AND A CATASTROPHIC FAILURE OF THE RELIEF VALVE. 0 HOUSE GONNEGTIONS SHALL BE STRAIGHT. THERE SHALL BE NO BENDS IN 5EWER LINE5 TO THE SEPTIC TA 'a B. DISCHARGE FROM RELIEF ~ VALVES SHALL BE READILY DETECTABLE TO MAINTENANCE 5EPTIG TANK OR GREASE TRAP. IF BENDS ARE UNAVOIDABLE, THEN THE FOLLOWING ADDITIONAL 5 'TIC TANK - 1200 GAL. (ST) R PER50NNEL EITHER V15UALLY OR BY MEAN5 OF WATER LEVEL ALARMS, FLOW CRITERIA SHALL APPLY: SCALE, NOT TO SCALE NOT TO SCALE O L 5 INDICATOR LIGHTS, ETC. g ti rv rv ry n NOTES: ~~0 x.xwe ~ ~ m FINE GRADE 1. ALL CONCRETE CURBING, SIDEWALKS, AMC) DRAINAGE STRUCTURES SHALL CONFORM TO Ir'y~' o PLANNING BOARD STANDARD DETAILS AND SPECIFICATIONS. r o 0 BLUESTONE py, BINDER COURSE . CONSTRUCTION. ~ G CgMPAC'IED BASE 40URSF1 4'i STONE BLEND OR CONTi k ACKERLY LANE 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 46 HOURS IN ADVANCE OF ALL 3. PRIOR TO EXCAVATION, THE TOWN ENGINEERS OFFICE MUST BE CONTACTED AT LEAST 45 HOURS IN ADVANCE TO SCHEDULE A FIELD INSPECTION OF THE EXCAVATED AREA. NOTES THE TEST HOLE INDICATES A THIN LAYER OF CLAY EXTENDING APPROXIMATELY 5' 4 M CI BELOW GRADE. ALL STORM DRAIN LEACHING STRUCTURES MUST EXTEND AT LEAST 6' BELOW PROPOSED SAWGUT 0 EXI5T. EA.P. WILL GRADE AND THROUGH THE CLAY LAYER, ~ JOLI@YLPEH ~T,Y(i'l'}EVe 4Y~ G Il 'n N 3. LOCATION AND GRADES FOR CURBS AND WALKS TO BE VERIFIED WITH THE TOWN OF SOUTHOLO SITE uy'V~")Si'1 NM~° 4PI' FO 51TE PAV"NT SECTION B~~' ROADWAT PAVEMENT SECTION (MINIMUM THICKNESS) PROVIDE A UNIFORM INTER(.OMJEGTION (MINIM)M TNHCKNE~h) W/ NEW GVRB GUT 7HAT WILL NOT HIGHWAY DEPARTMENT, 5A.D.P.W. OR N,Y,S,D.O.T. PRIOR TO CONSTRUCTION, LOG/ 4, ALL TRAFFIC CONTROL DEVICES, I.e. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE LOCATION Lunt xre A H s• ASPHALT CONCRETE 2 I/2" INTERFERE WITH EXISTINS STORM WATER' COURSE BLUESTONB BINDER COURSE FINE GRADE FLOW ALONG THE 611TTER LINE. FM) GONG., FNDGONG, INSTALLED IN GONFORMA14CE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM GOMPA.CTED BA50 COURSE COMPACTED BASE 4' MON. 03E MON. 0.3'E F TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SOUTHOLD, DIV15ION OF TRAFFIC (EXI5TINS BANK RUN OR COUR5E osti,~ ADJACENT PROPERTY SAFETY. um In OTHER SUITABLE MATERIAU ~Y( S/,' STONE BLEND OR Q" Uj',({~~'' la.¢ QQ' 14.¢ ~4jN9N'~ PROPOSED ASPHALT O 5. CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL DEVICES, LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF SOUTHOLD DIVISION OF TRAFFIC SAFETY, 46 FINE BRADE SOIL BASE - CRUSHED CONCRETE DRIVEWAY N/O/F HOURS IN ADVANCE OF BEGINNING SUCH WORK ALONG A TOWN ROAD. ' du....x ~b UA S LINDMARIOA ARMINIO ARMINI RMINIO E 6. STOP LINE 5IGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION IN ACCORDANCE WITH ,il~~ju'Ilu ~q^ Q 4 0 BLUESTONE TOWN HIGHWAY SPEGIEIGATION g9 AA5HT0 REQUIREMENTS. 9 j No GIRFntE WhiERS WITHIN T. ANY SITE PLAN, ROADWAY IMPROVEMENT PLAN, AND TRAFFIC MITIGATION PLAN SHALL 300 FEET OF PROPERTY LINE REFERENCE THE OTHER ON EACH AND ALL PLANS SUBMITTED AS PART OF THE TOTAL APPROVED 4yP,, It! PARKING FIELD SECTION ASPHALT ROADWAY 110„ SITE PLAN APPLICATION. NOT TO SCALE NOT TO SCALE All, ENTERANCE BETWEEN EX. E.O.P. AND PROPERTY LINE •FP PROP. DUMP5TER LOG. / ADJACENT PROPERTY `-HALL BE GON5TRUGTED W/ ASPHALT, USE TOWN 24.0" 24O' UA OO SEE DTL, 5HT 2 ® LC LOGATI ON MAP: 0 6 $ o_ NOT TO SCALE HIGHWAY PAVING SPECIFICATIONS, THIS DWG. , . 15PAT~E O Te PROP METAL E08 1I (TYP, PERN METEREOF O IN TAIL ROSE SA HM SA ASPHALT CONCRETE - NPE 6 !Y~p 1 ~TE HM $ J ASPHALT BASE COURSE PROPOSED BELGIAN BLOCK Ww BLUESTONE PRKG AREAI O RICHARD J. SAHM ti'ROP05EDC )SED SITE PLAN: ALONG DRIVEWAY, SEE DW6 NOS SURFACE WATER5 WITHIN SITUATE AT, r STONE BLEND BASE 95% COMPACTION (STANDARD PROOTOW O g s~ h0' 300 FEET OF PROPERtt LINE SOUTHOLD LONTRACTOR TO ENSURE THAT EXISTING 36"41 NNU wU / '.e•a TOWN OF 5OUTHOLD ryQto GrgN SUFFOLK COUNTY, NEW YC .max Nd IG T~ O G, 3.>~i x S 56TM NO., 1000-69-06-0 UTHOLD UNTY, NEW YORK HARDWOOD TREE REMAINS, AND 15 NOT JEOPARDIZED w, A )00-69-06-03 AND 04 ZONING DISTRICT '8' GET RIOT: 'B' GENERAL BUSINESS PAVEMENT SECTION (MINIMUM THICKNE55) BY THE CONSTRUGTION OR DRIVEWAY LOCATION f \ O o UNIT OF EXI5Twe o-II g CURRENT UI VACANT Taax t'b'• \y~~ AREA TO REMAIN 60 ` PROP05ED USE, LIGHT IN `IC, VACANT ASPHALT CONCRETE \ 15E: LIGHT INDUSTRIAL ZONE N/A WEARING COURSE 11/21, SEE DW6 NOS FOR CURBNG, METAL ED61N(5 e°" q' 05EP x ASPHALT CONCRETE 2/2° AND M15GELLANEOS DETAILS 0 BINDER COURSE w HIpU No . TO FEMA FLOOD ZONE. N/A 0 ING xg ita J6 SITE DATA: EXISTING: PROP05ED-E: 301,432 5.F. N.C. STONE BLEND BASE 4"^Q \ F/ AREA OF SITE: (0.905 ACS IUO SURFACE WATER5 WITHIN O O a ?ATE r 1 6OATE BUILDING AREA / ` ~TE I, C 'b \ x FAR. 5LD6 F: 3LD6 WA 2060 S.F. .~WA 0.0-13 / { ,,3%) DRI VEHAY/PARKI NIS AREA 3~ FEE OF PROPER LINE o\ ~5p PAVEMENT SEGTI ON PROP. METAL LANDSCAPE UA~/ % GONG FOR, PI n /43. IMPERVIOUS SURFACE, (D NOT TO SCALE 5061145, (TYP, PERIMETERx / /ORATEY SURFACE (DOES NOT INCLUDE BLUESTONE \REA) m OF BAESTONE DRIVE) F ASPHALT p'` C~` `P• yV,,p'4 vF, UA v EXISTING AREA: C :EA: 0.0 S.F. (0.0%) U fn PAVEMENT' N ~y ,A•- Ex 24'0 PROPOSED AREA. 6 %REA. 6,112 S.F. (153096) A-1 ea PARKING REQUIRE i REQUIREMENT5: (S.~ N O ~ i[iirva x gd'-t-'I\AD~L za-+-~\xv*c 1 OR PROP05ED BUILDING LOING SITE PLAN BASED t- o\~ a 6rLATr 5I:UE5T6NE ~ LIGHT INDUSTRIAL AL = ON ORIGINAL SURVEY BY: a (Y m 2 d? U141 5D PROP. {Orh \O a I v DRIVE I SIR / 500 FT GROSS FLOOR A 38055 FLOOR AREA NATHAN TAFT CORWIN III a% 019 s 2y BM F, I,, 2960 50. FT. / 500 FT / 5P = 500 FT / 5P = P.O. BOX 16 V X ZONING INFORMATION: e. n, ro• 6 SPACES KEW IV JAME5PORT, NY 11947 W 3 TEL' 631-727-2090 6EQ oty7t ~)aRA7P /6RA E 1 EX. 30°0 14 SPACES PROVIDED TIDED DATE. 12-02-2011 x z GENERAL BU51NE55 'B' PROPOSED 1 12A4' eo ,1~~ '`5p p,rpHp,LT ® / ?o. ~ / HRO rro a0o,~. ~h1 INCLUDING (2) HANDICAPPED Sf iANDICAPFED SPACE REV. 0I-06-2012 ' LOT 51ZE; 30,000 S.F. MIN 13u1 DIN 60. EXI5TING: 3q,432 SF. (O.g05 AC) GONG. 12A4' SCALE. F=20'-O" ~ ci PROPOSED N.C. / MON, x ~k AREA = 2,680 S.F. 550 S.F. \0 PAVEMENF 2 v o.Q UA ~g. G1 OWNER5. DATUM: NAVD 1988 O tf) I ` p s ~G. KEITH AND MARY VONEIF MARY VONEIFF APPLICANT: LOT WIDTH; 150' MIN 15 %5T PROPERTIES, LLC MORTON BUILDIN65 0 dJ EXISTING, 16131l' t 242,64' i x ry0 P05ED $\c EX in"m ^ 7 "LATINUM EAST PROPER' iL2 CONK W/CLEANOUT, 10'MIN / O 1 ~ ONE "Y tRO wo ~J 22355 COX LANE, UNIT No.4 PROP05ED: N.C. \0' PROP. HOU"E CONK KICLEA} FOR NOTES AND INSTALLATI AND INSTALLATION ~Lp 1 _ ARKINS / Or CUTCHO611E, NY 11935 N O 631-734-4060 m LOT DEPTH; 150' MIN RER'MT5 5EE DWG NOS x e ?DWG NOS .`~Lp ~ 4 S L05Ef 6o EXI5TIN6: 163.7/2' PROP. I" RPZ LOCATED IN 6 PROP05ED, NN. OF FROP05EP BALDING, DRAINAGE "'~o, ~sr III o, PIPING TO PENETRATE EXTERIOR WALL 0 777 A FRONT YARD SETBACK; 23' MIN OF 13 06. SEE DWG No.5 FOR DETAILS rrj ~i tS. ~ " / o SANITARY 5Y5TE \dl// I'" 4 \ VA Y 515TEM GALGULATION5: (SEE FRONT YD SETBACK GAL-., THIS DWG) AND INSTALLATION REOUIREMENTS. G0 ALLOWABLE FLOW (DENSITY), ,4 (DEN51TY) EXI5TIN6. N/A GROUNDWATER MANAGEMENT ZOI P O O I0-1/iP p /'I IBM x v ALLOWABLE FLOW FOR 5ITE = b~ ANA6EMENT ZONE: IV N FOR 51TE = 600 GPD/ACRE ENGINEER PROPOSED: 3qb' N/O/F ~'•q1' P; SOUTHOLD PARK U15TRICT SITE AREA = OAO5 AG D5~A1G _ \ (600 (7PD/AGREX0,Q05 ACRES) , (0,105 AORES) = 543 6PD ALLOWED REAR YARD SETBACK: 35' MIN PROPOSED /65b' ~'tiR• r '/t n~~C N /i nX j FxP 1 ~F/ / Ex 30"0 DESIGN GALGILATIONS, ,r10N5, ~.teY~~F ~dX I ~ 1 O v rm HIRE) HE PROP. METAL LANP56APE VPn RUTH 111I -s iNrTaraiei / • \ FFN IAIfMI ,TRIAI'/A hd APAKF) IF - f P`_ 510E YARD SETBACK: 25' MIN 1a J5N5ERVIGE 4 ni''s~ 1,Mh a NOTE, THE TO. SOUTHOLD PLANNING BD HAS AGREED TO A 15' TRANSITIONAL BUFFER, THERE MUST 13E AT LEAST 0' BETWEEN A BLDG AND THE BE61NIN6 OF A BUFFER - PER TO. 50MLP P'LN6 BD IN LETTER DATED a I \E 11 1 -1 ~ ~1 O ~ / x iw Mqq = EDGING, (TYP, PERIMETER OF 2.,Sb S.F. X 0.04 G.P.D. = ~ 1~L% NrDRANT BLUE5TONE NE PRK6 AREA) ~N0 y / TL PROPOSED SAN FLOW = iN FLOW = 'LP /UA 6 0 AT E ~PERN LINE SEPTIC TANKS. c~ loz 1152 GPD X 2 = 230.4 GAL REGYI LEW HIN6 POOLS 230,4 GAL REQ'D 1152 6PD / 15 6PO/5.F. = 16.6 50,FT. t`ssl IpP~' M y,-24-I2 / USE I-6'()x4' E.D. = 1,200 6AL. = 1,200 &AL. USE (6) I0'4x2' E.D. ='5000 SOFT JEFFREY T. BUTLER, P.E. EXISTING: WA NO SURFALE WITHIN GOWERGIAL 5Y5) (TYPICAL CLUSTERED DISPOSAL SYSTEM FOR PROP05ED: 0' 5ETBACK FROM 15' BUFFER 30o FEEr oLINE 510E YARD 5ETBAGK CUMULATIVE: 50' MIN NO WELLS WITHINRTYIsoLINEFT OF 2VIGE UA / / !7 NOTE. MAINTAIN A 5% CRAVE WITHIN 20' OF TEST HOLE MIN. REG'O FOR GOMMERGIAL 51 AREAS WITH H16H 6ROUNDWATER (ONDITIONS)) > SEPTIC SYSTEM (EGUATE5 TO I' DROP IN BY. MLDONALD 6E05GIENGE J PROPE - x ELEVATION OVER 20' LATERAL DISTANCE) BOX 1000 SOUTIHOLD, N.Y. IIg7I FASTIN6, WA PROPOSED: 135.4' 631-1651-3671 VIONED, PURSUANT TO SOUTKOLD TOWN CODE SECTION m U -T PROPOSED SANITARY SYSTEM DATE, MARCH 07, 2012 THE UNDERSIGNED, PURSUP TYPICAL CLUSTER DISPOSAL 5Y5TEM 160-2540), ACKNOWLEDGES XNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN O LANDSCAPE AREA: 35% MIN (13,801.2 5.F) EXISTING: 39,432 S.F. PLAN FND GONG. U56 EL. qb' 6RONND LEVEL 0' APPROVAL SET FORTH IN TH ET FORTH IN THE RESOLUTION OF APPROVAL DATED MON 0.3'N 1,200 6AL. 5EPTI( TANK (b'()x5'H, 4' ED) AND ).a/,' Al/2019 AREACCEP- f9 ARE ACCEPTED (SEE 'CO-NDITIONS ON RESOLUTION). O O O ~ lK ~ PROPOSED: 24,617 S.F. . (62.6%) SiTE LOT COVERAGE: 30% MAX (11,829b 5.F1 S PPIOP05EP (6) 10'()x2' ED LEA~C1H]IN5 POOL MIXED FINES AND 5AN9 PLEASEFRIN7 NA 17NAmE "F;WL-e- (~1 LLI Q 9 O Q LLJ I" WATER METER (ALL COVERS TO CRAVE) ME EXISTING: 0.0 S.F. (0%) FOR DETAILS SEE DW6 NOS EL. bb' 33.0' BELOW CRAVE At.~ e-f lUi T v GQ 3 z ?O _O I,Z N O m O Z PROP05ED: 2,580 5.F. (7396) 20 10 O 20 40 60 QPROPOSED POINT OF A ORIZ IGN 2~5 x GONNEGTION TO WATER MAIN GREYI'O R CLAY (cN) IGN D ATE (x'yN`~ Dc° EL. 4B' Ei.o' BEIAW CRAPE AVE ` APPROVEU1iY 0 11x-11 W= Q Cz 0- BLDG HE1611T: 35 FT. / 2 STY'S MAX GRAPHIC 56ALE 1" 20'-0"e G \Q PALE BRN FINE TO TOWN OF I TOWN OFF'~SO~UTHOLD PLANNING 6OARD V W O o Q EXISTING: WA MED. SAND (50 EL. -0.4' 1 BELOW GRADE L.J PROPOSED: I67 1 STY 10 *2 0 RATER IN PALE CHAIRPERSON SIGNAL :PERSON SIGNATURE DATE Z Z Q O HANDICAPPED NO PARKINS BRN FINE TO MED PARKIN6 516N ANYTIME SAND (SP) NOTE: The approved site develol EL. 42' 111.0 BELOW 6RADE moths from the date of approval proved site development plan shall he valid for a period ofeighteen (18) A < 0-1 O E N to date of approval as per code section 100-255. O O U) PROPERTY LINE aJ 6ROUNDWATER I ENCOUNTERED a pay Q) o Q RESERVED 102' eELOIHI CRAVE w m DEMOLITION ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ADJACENT PROPERTY DISTANCE TO N O Q O -A SANITARY SEWER DE516NATION STRUCTURE (FRNT TD) v) PARKING SHEET INDEX: a N o 0 WATER SERVICE 16' z w EXISTING WATER MAIN W © 30 Q 5-1 SITE PLAN p 5-2 6RADIN6 AND DRAINAGE PLAN m a rv 5-3 LI5HTIN5 AND R ILANDSCAPE PLANS OCT 16 2012 O La STORM DRAIN - sD - 50 - AVG. FRONT YD SETBACKS OF ADJACENT x PARCELS = 25'-0" AN 5-4 EROSION CONTROL OL PLAN FLOW ARROW d SOUTH OLD OF SOUTHOLD ZONING CODE. 5-5 DETAILS P4-6 STORM DRAIN CRATE COVER ® ARTICLE A; GENERAL BUSINESS (B) 015TRIOT SECTION 260-50; FRONT YARD 5ETBAGKS I- AOE : SEPTIC TANK \ o/ A. STRUrTURE5 SHALL BE SET BACK AT LEAST 100 FEET 100 FEET (N.T'.S.D.O.T.) SCOPE OF WORK: / O \ FROM THE R16HT OF WAY. TYPICAL PARKING DETAIL (SEE SITE PLAN FOR LocnTION) LEACHING POOL B. THERE SHALL BE AN EXCEPTION TO SUBSECTION 'A' IF TION 'A' IF NOT TO SCALE HANDICAPPED I. BUILD PROPOSED SHOP. IN WHICH PARKING 51GN 2. PROVIDE PROPOSED SANITARY A^ A5TE THE ADJACENT PARGEL5 ARE DEVELOPED, IN WHICH SHALL NOT TO SCALE SYSTEM, WATER SERVICE AND RPZ. EXI5TIN6 GRADE x 6 O CASE THE MINIMUM FRONT YARD SETBACK SHALL BE THE AVERAGE OF THE 5ETBA6KS OF THE HE 3. PROVIDE PROPOSED PARKING AREA - 1 4. PROVIDE LAND5CAPING, STORM DIRAINA&E, 50DH5 APPROVAL AREA TEST HOLE FRONT YO SETBAGK GALG. ADJACENT PARCELS. 1-1611TIN6, FENGIN6, ETC. SGDHS FINISHED FLOOR ELEVATION F.FL.EL = 5EE 501LITHOLD TOWN ZONING CODE ON R16HT 5GALE, NT5 of 5 [M1~ N N ry O O LEGEND: STORM DRAINAGE GALGULATION: www.alpnetnYUl.com to 'N^ NOTES: iftymcify or f0 N.A.V.D. Met& DATUM VOLUME = AREA x ARAINFALL x GOEFFIGIENT RAINFALL = = LL x PROP. 27HR. 0.161' ( ) PROPERTY LINE FLOW ARROW / \ d I. ELEVATIONS ARE REFERENCED TO N.A.V.D. 19 COEFFICIENT OF ASPHALT = IA '.ASPHALT' Q^ COEFFICIENT OF 5LUE5TONE = 1.0 15 fvAl DEMOLITION • ' ' ' ' STORM LEACHING POOL O\ COEFFICIENT OF ROOF = 1.0 PROP. q I V a ~o wnNn other status) 800-212-1480 811 ss BLUEBTONE SANITARY SEWER SEPTIC TANK PROPOSED ASPHALT PAVEMENT = 3,232 5F 3,232 5.F. x 0.161'x 1,0 = 540 OF By law, excavators and contrecton ton and contractors working In the For safety reasons, homeowners ere strongly' WATER SERVICELEACHING POOL \ O~ PROP. 51-UE5TONE PRK6 AREA = 8,643 5F five boroughs of New York City at 8,643 5.F. X 0.I61' X 1.0 = 1,443 OF Suffolk Counties on Lang Island of New York City and Nassau and encouraged to call as wall when planning any ties on Long Island must contact type of digging on their property. Homeowners EXISTING WATER MAIN W EXISTING CONTOUR -6- PROP. ROOF AREA = 2080 SF DlgNet, 1-800-272-480 or 811, at S 3 F 272-4480 or 811, at least 48 hours con contact us directly at 1-800-272-4480 or by •Y 2,880 5.F. x 0.161' x 1.0 = 481 OF but no mole than 10 working de. weekends and legal holidays) art than 10 working days (excluding calling 811, the national cell before you dip I legal holidays) pnorto beginning number. For excavation work completed on STORM DRAIN - so - so - PROPOSED CONTOUR :ad digging or excaval on work to personal property, It is the contractor's a EXISTING GRADE x 6.0 TOTAL VOLUME. any mechanized digging or exca. 540 OF + 1,443 OF + 481 OF a 2,464 OF Ettmensum underground lines an idarground lines am marked. rosponsibility-NOT the homeowners-to contact PROPOSED GRADE X 6.0 contractors can vatom ts and TL VOLUME REOV = 2,464 G.F. locate te reques online, , through ITII and contractors can also submit DlpNet. HoNng utility tins marked prior to online, through ITIC. If you do not dipping Is free of charge. USE curtemty use ITIC, please cell 1-1 -I ITIC, please call 1-800524-7603 (Q) 12'4'x3' DEEP LEAGHIN6 POOLS for or mom lnlonnetlar or mom lnfunnadon. O q p PROP TOP d BOTTOM OF CURB TOG 56.00 VOLUME PROVIDED = 2,12336 OF BOG 5650 NN PROP, TOP OF GOVER OC 65.2 rv n 91 60 00 PROP. TOP OF GRATE 06 652 TEST HOLE FINISHED FLOOR ELEVATION F.FL,EL. _ ACKERLY LANE PROPOSED SAWCUT ® EXIST. E.O.P. WILL p P ~ P1-1R/OVIDE A UNIFORM INTERCONNECTION .W NEW CURB OUT THAT WILL NOT x CAST IRON FRAME AND LOVER TO GRADE CAMPBELL 1 G OR APPROVED EQUAL INTERFERE WITH EXISTING STORM WATER ' FINAL GRADE FLOW ALONG THE SUTTER LINE. FNDLOnc 12" MIN. MON. 63E., 8" INK GONG SEE DWG No.5 FOR GURBI146, h J FOR GUR13I146, METAL E1061149 o I~ o F COVER Q AND MISGELLANE0115 DET Iz ff L C 1,) E' PROPOSED ASPHALT CELLANE0115 DETAILS W~ ~Z~' a lo. DRIVEWAY N/O/F 3' MIN. EF '0 S ® ® ' MIN. ~ o 0 ,~•~ya w~/ BOG 1025 2 9 S MARIO ARMINIIO 6 LINDA ARMINIO o ® - WRAP BRI ®Vy•l,/ Iny 9c O C~ ~ ® o O ® WITH FILTER LTER FABRIC Z' St~J x~ ( 983~FR U m f ] 1210' DIAH. NON-RATEABLE IN F SOIL SR ENTERANCE BETWEEN EX. E.O.P. AND PROPERTY LINE 1015 PROP. PAVEMENT AND ROOF SHALL BE CONSTRUCTED W/ ASPHALT, USE TOWN gU"~ BOG 1046 DRAINAGE LEAGHIN6 POOLS V HIGHWAY PAVING SPECIFICATIONS, THIS DWG. IO' " 24'O m PR 10OP.'m x 13" METAL 1-10. LANDSCA DSCAPE W CND WTR HIE a 10. 706 W. lO.~'N" ~ag Te ,Ob x ' PR FIT) NAIL A N/O/F ~COLLAR MATERIALD S" MIN. O R05E 5AHIN 4 RICHARD J SAHM - - ~ RATABLE 901E AL PROP05ED BELGIAN BLOCK CURB 'f sz EDGING, (TYP, PERIMETER OF Q IN IL A LONG DRIVEWAY, SEE DWG No.S x a Ilia BLUE5TONE PRK6 AREA) '~'o4J n W m~X ' x1186 F °O ^ X11 ~Q UNDERLYING BAND AND GRAVEL STRATA CONTRAOTOR TO E NTRAGTOR TO ENSURE THAT 1145TINS 36*0 " Ex 36° a Ta llA : ` d2.N \ r~ Dry '~`1~ / 13 1314 F- x w zIL / 15 rarES, ~ ~p~~ HARDWOOD TREE F RDWOOD TREE REMAINS, AND 15 NOT JEOPARDIZED /N` THE GON5TRUGTION OR DRIVEWAY LOCATION a~ Ip G \y 'aa x L COLLAR DEPTH 15 NOT REQUIRED WHEN RATABLE MATERIAL RIAL EXISTS FOR FALL DEPTH. BY THE CONSTF!UGl ua / 2, COLLAR MATERIAL SHALL BE GLEAN GRAVEL OR R" RK 5. ALL DRAINPGE STRUCTURES MUST BE WRAPPED NITH FILTER FABRIC. .1111r EXWKn HOODED o Ap, TO NE-MAIN AIN6 WOODED \ \ Q ° Q- IIYY STORM LEACHING POOL (W) A~ ea Ism 'PRO 5ED " ' d2D TONE .(V. xxoP KING AREA O RII.91 / T06 2 / SCALE, N.T.5. RATE ~~pp m y GRAATIE.68 14) si, h T045 0 SEPARATION D15TAKE PROP. METAL LANDSCAPE us REQUIREMENTS FOR 5TORMHATER PROP. ED61N5, E1961145,(TYP, PERIMETER x''a x r5D PROP.' IIbS D y N,. 1St LEACHING 5TRUGTURE5 AND PIPING: OF BLUE OF BLUESTONE DRIVE) / ~a 6RAT 1 ASPHALT ~,p 4~ ° ®T0G 'PAY IMENT \ j ENGINEER HORIZONTAL SEPARATION DISTANCES FOR STORM ry'. x12.11 12.03 x gox. EX. i l / HRD HD DRAINAGE LEACHING P001-5; PROPERTY LINE = 10' MINIMUM TOG TTT e CUF9~ BUILDINGS WITH CELLAR = 10' MINIMUM .L,~~ n MT .F : a,..o so ..L + lam' ( ®IIb5 ` l! n ~FN BUILDIN65 ON SLAB = 10' MINIMUM HATER SERVICE LINE/LATERAL5/MAIN5 = 10' MINIMUM 0\<2 5 2\O ®TO6 ~vE 2y ~~e nt, \v av p \ j~~ UNDERGROUND UTILITIES = 5' MINIMUM ~ SANITARY LEAGHIN6 POOLS = 20' MINIMUM j T04 x%au~ H3D~IJ~ 1 PUMP STATION = 5' MINIMUM 6REA5E TRAP = 5' MINIMUM 1203 11.76 5~ . x17.11 ^ iy PROPOSED $LDwR )'PROP /GRATE \ C MANHOLE = 5' MINIMUM / ENO u . BUILDING 11 50 ASPHA4T I ®T06 ` nPO HE 6~ry HP do X10 SS~~ PRIVATE HELLS = 50' MINIMUM a o LONG, u F.FL.EL. = 12.94' -l0 11b9' 12 ~b 6) / 0 JEFFREY T. BUTLER, PE RETAINING HALLS = 10' MINIMUM MON. dP AREA = 2,880 S.F. t PAVEMENT ~ Fi FUEL STORAGE TANK5 (BELOW 6ROUND) = 20' MINIMUM HORIZONTAL SEPARATION DISTANCES FOR STORM O Q Sc nRa INACF NON LEAGHING 5TKUG7UKtFb PROPOSED HATER SERVICE LINE5/LATERALS/MAIN5 = 5' MINIMUM x0~ O \ BLUESTONE 1.Nx \J o I7s4 ~1'LA f 1 PARKING AREA UNDERGROUND UTILITIES = 5' MINIMUM VERTICAL 5EPARATION 0I5TANCE5 FOR STORM DRAINAGE LINES: z~ O m HATER SERVICE LINES = 18" MINIMUM 'ks r1t \ ~ Illl \ ~ lPj 77 ~ LP p p SANITARY HASTE LINES = 16" MINIMUM I` LA`s\~ ( Q x1136 /L~• Ll APPROVED BY W Q o z > tom ~ o i N/o/F 0 x./ 10 O LP\ x< Yxpvy All X, 5OIITHOLD PARK D15TRI0T~ Q / PLANNING BOARD v F Q Q 0~ CL i TOWN OF SOUTHOLD Lp O p Q EX. M 6Jl ASo Z / eRO wP rl Iry PROP. METAL LANDSC/ METAL LANDSCAPE DATE -L O 1 i x, ~E Iwy = ED61N6, (TYP, PERIMETI i, (TYP, PERIMETER OF O / 1\Ly PAIN BLUESTONE PRKG AREA ONE PRKG AREPU ,.pe~ v.J Q N Y x ~yy LNOTE. MAINTAIN A 5% LADE WITI ( 0 ,5% GRADE WITHIN 20' OF I1" lJL # O v LL TO I' DROP IN -~j-~ S O m 4 ELSEPTIC EVATION OVER I'DF V 20' LATERAL D15TANCE) 13 N N - O PROPOSED I" WATER SERVILE PROPOSED SANITARY SY51EM t(1 LL COVERS TO GAVE, FOR SYSTEM INFO SEE DWG N0.I W CD Z / ~o p ~ p OCT 1 6 2012 C`J Q v F NP \d~ MON N. 0.3'44 \ h ` IRWATER I' METER PACE: ~x CONNECTION TO HATER MAIN I I I ,AND RA I NA E PLAN OrtH~ PROPOSED POINT C RIA D I N C AND e~ y (Ode \O 2 20 10 O 20 20 40 60 80 100 GRAPHIC SCALE 20'-01- of 5 ryo N ry ry O GREENBRIARO WALL SCONCE (Various reftectoreare protected by US.Patent No.6,464,378) CglculationSummaq N ry ry Label GalcType Units Avy Max h HOUSING-The aluminum housing is BALLASTS/ELECTRICAL COMPONENTS FINISHES- Each fixture is finished with Max Min AvgMln Max/Min * 4 m m ACKERLY LANE ' available in two sizes and is a rectangular - Electrical components as factory- Olt DuriOrip® polyester powder east 0016pl9 IIIunYlahGe Fc 021 4.1 shape. All mounting hardware Is mounted In housing and prewired with finishing process. The DureGrl. finish 4.7 00 N.A. N.A. 0 q stainless steel or electro-nnc plated steel. voltage specific leads which extend out withstands extreme weather changes p o a WALL MOUNT - Agalvanned-steel the back of the unit through a rubber without cracking or peeling, and is Luminalre Schedule universal wall mounting plate easlly, grommet This grommet prevents the guamnteWor five full years. Standard ?escrlptlon LLF Lumens/ Arr. Lum. Arr. Watts PhNV mounts directly to a 4" octagonal or entry of Insects, dust, and moisture Into colors Include bronze, black, platinum Symbol Qty Label Arr'mt Descrlptlon Lamp Lumens square Junction box. An EPDM gasket the fixture. The need to open the fixture plus, buff, white, satin winds green, is supplied to be Installed between the to make wiring connections is eliminated, metallic sliver, and graphite. mounting plate and junction box, sealing thus making Installation quick and easy, DECAL STRIPING- LSI offers optional color- 0 4 A 51146LE 66W5-FT-42-(PL BW5-FT-42-GFL-F 8' M.H. 0.150 1600 1861 45 FNDLONL. ' ' MON T3E OF+is/~ the function box from entrance of water. UL listed HID components with high- coordinated decals In 9 standard colam to The galvanized-steel universal plate power factor ballasts rated for-20°F accent the fixture. Decals are guaranteed Maintained Footcandle levels at grade. 3 1e. ~ g m slaningCompact Fluorescent ballasts allows the fixture tog a securely a clamping to the for fade years against peeling, cracking, are Electronic Universal Voltage (120- orlatlln Total Project Watts = 180 mounting plate using a unique clamping q. x d ate N/O/F design which is locked Into place with 277V 50/60 Hz) or 347V (60 HZ), WE PHOTOMEfRICS - Please visit our web site two hax-heed screws. The universal starting. Compact Fluorescent fixtures atwww.lskindu ides.cem for detailed JEFFREY T. BUTLER, F.E. 15 NOT RESPONSIBLE FOP MARIO ARMINIO i plate pemtlte the fixture to be mounted with UE (Unlvemal Elawronle) voltage we ITT RISKS Ur TO INAPIESIVATE L16HT LEVEt SPONSIBLE FOR SAFETY AND ATE LIOH7 LEVELS. THIS 15 NOT JA ASR LINDA ARMINIO in the uplighting poetion (listed for damp available with an optional dimming ballast photometric data S U OMMEND DDLEGHT LAYOUT T 5 A DC-516N E r 15 A DE51ON 5A5ED UPON j. ' ~9 90 locations) or downlighting position (listed for multiple types of Controls such as THE 50UTHOLD TOWN CODE - ARTIGLE XXXW-CUI for wet locations). building lighting controls and occupancy ,LE XXXXV-OUTDOOR LI&HTIN6 G ~ Q Q j, 83 FO PROPOSED SCREENING ON NORTHEAST / DOOR FRAME. The aluminum door frame sensors. Available battery back-up of BB SIDE PROPERTY SHOWN / (32•starting tempereWre) and CWB THIS IS NOT AN LSI RECOMMENDED LIGHT LF with two stainless steel captive fasteners (C* starting temperature) are 120 or 2 ture77 NOT RESPONSIBLE FOR SAFETY AND SECURF dDED LIGHT LAYOUT. LSI IS AND SECURITY RISKS DUE ~ / ~ (PLANTED ALONG ADJACENT allows easy access into the fixture. A voltage for U.S. applications for 26 waft TO INADEQUATE LIGHT LEVELS. PROPERTIES) SEE one piece extruded silicone gasket seals through 70 watt lamps. Consult factory T ry ry UA ODO PLANTING SCHEDULE, TN 5DRAWIN& HV NAIL CONTRACTOR TO ENSURE THAT EXI5TIN6 Wo/F the doorframe against the housing. The toravallable wattages and voltages for rv o 36'@ HARDWOOD TREE REMAINS, AND 15 DD QQ IN TREE 4AIL 805E 5AHM 4 door swings open and Is held in place by use in Canada 0 EE RICHARD J. 5AHM aretainer. GREENBRIAR 6 $ NOT JEOPARDIZED BY THE CONSTRUCTION LENSIGASREr- A flat clear lempered glass REFLECTORS/DISTRIBUTION PATTERNS OR DRIVEWAY LOCATION D Q^^~ lens, which Is sealed to the door frame - Forward Throw (FTM, FT) and Type III WALL SCONCE with EPDM gaskedng, Is standard, An (3) reflectors are available an small and optional polycarbonate lens is available medium. Wall Wash (WW) reflectors IESNA FULL CUTOFF E% ANm an most Compact Fluorescent fixtures. are also available on small. All are high HP IG performance, full cut-off distribution as R~l SOCKETS- HID lampholders are glazed defined by the lESNA(downlight position ARIA OF EXISTING woooe T OF S porcelain, medium base for the small only). Photometric data Is tested In ACKERLY LANE AREA To REMAIN - A roEX15TI WOODED R64 fixture and mogul base for Me medium accordance with IESNA guidelines, fixture, 4KV pulse rated. The Compact . Fluorescent fixtures feature a one-piece ~i3O thermoplastic socket, et, N~ EN IB'1V ' LIGHTSOURCES - The ureidesigned lo ,Start Pulse-Start -Start Metal •A/ operate with horizontal ry0 Halitle, Pulse Met Metal Halide Reduced, Ceramic Metal Halide, Metal Halide, High Pressure Sodium, and single, double O FND or triple Compact Fluorescent lamps, FIND GONG, GONG, MON Lamps supplied as standard - HID NON 03E. VIA PROVIDE STREET TREES, PLANT (clear, shipped Installed), and Compact Fluorescent (coated, 4100K). / c APPROX. 30' O.G. (SEE 1tp TIN6 SCH, THIS DWG) 1"W. UA Ex 24"0 EMERGENCY OPERATION - A variety of N/O/F IRD HD Integral emergency options are available / o B MARIO ARMINIO e to comply with Life Safety Codes which LINDA ARMINIO ~ m require emergency fighting along the / B e °b g B R9 A.. o path of egress an the F+ building's 983 F o building occupants an exit safe Ydor . o ° b b b b c or VA I15T ~ey~r Integral Emergency Battery Back-up / , B • b° , °o o , B B ~O, W N r 0 options are available on Compact / B o , o B • b , o b, o B b v h1 EIM NxI ex I4'e Fluorescent units. Emergency Quartz / , e , B B , B B • B B °e nNO No options are offered on HID units. Options / °4 o B °o °b • °o B B , o °o O " for one or two 12 volt separate olmult(s), B B, B °b , b D °r o b B O V OJ for use with up to 35 watt Halogen °9 o • °n ° , or °e or °b , °e EX. T 0~ (0 , lamp(s) are available on both Compact °b °e °b b , b Bab , • o • B 11 F IIRD II FNO NW ROSE 5AHM { W O X! Q IRD Y+D h B °e e B °4 B B b °b B °b o °e Oj \ Fluorescent and HD Units. a i~ IIRD Wo 60NG \O A O O b b b O b B' b b. b b b b (o( l/ \\\/J, d b b b b O b O h b b b b 0• \ 10 Q IN TREE RIGHARP J. SAHM MON T O° b b O O b C b O O b b b O b b O q ~/1. ' O 1 UA J l A O b b O b b b O b O b b O O b b o C/%A. r b b O O h~l s ` f b O b O b O G b b O O b b O O b O FIOSiC2, Ex 140 I ARP ISO " bB O b O BBB O b bb'O O b O b b h O a/H b G b O C b ~r yQf O O b p O b O b O b b ° b O O O B C O O O by/~$y3 O t Zy\3 O C b b b O a W O p O b G b• b o g b O b O° • b' O b b O O b b b l~T' b b 4{- b b O b O O o b S O Y C b b b o O O b p -I- 4 L' O O O b b b b O O O b b O O b B, B 9 B b b b b p C C O b o b b O b b O b oy' O C b b b O b b b O p b b O O b, O O p C b b O b O b RV y(~ y O bO I] O b bb C b0 bO b B~ W b b o, y 'stir O O b O b Gb go b or ti O ° O C O O b O O p b VJ N T PC c g w °b B o °b o Bab °b b b °b g g b °e °b , b° °b °b b° , b c e, o c o 1 e b C o O b C g O b O \ 0i IIA B O B B B b bb B b, B b b B b O O B B C b O b b ll O B B O O B b B b O O B b b b B O O O C b O O B b b b, b B b b O Z R, j b O O b b b O O O O b /6' ,f~ r\- pp B B B B b 'b b b O C B b' O O b O obB b b bbB b b BBB O B O O b b O O C b b O O O •R'` J ti O O b b b O b t b O O O / III r O r• b B b O B B B O, B b' B O B O b b b O b b b O O b B O B O O G b O O b O O O b O O N/o P p\O ,B B B B b B b b O b b B O b b g b B b b b,(b B B O B b °b B B °b B b ' B °b B B n B B B. o ° B °b b, b o /o °b B B B B B ti C G b O O h b b b b b b G SOUTHOLD PARK DISTRICT B, b b O O B O B B B B B OO b O B b ~1P B b O C h b b b h b g ° O O b b °o o o °o °o o oO°b °b ° e °e Fo 'n\ O B ,O °b B• 'O4 'B °b°4 B b O b Ba0 O B O O b b b b O O b O 6ONL. MON. E R: O b b b b O f Ex 56'Ip \l B b B B O ~ b b B b B bb ~b b b b °b h4' °b b °b °b B B b b b b p b b g 21 o b b b O p b O 0- b cibi Q b ~UiB,a ° b, B O b b g B ti b O O C t b h O O O O b `i Or NEW y T. OFO,S b o b O b b B 4. /BB b0 Cb °O' bY` Nb bO b°bbB 9 09 b b '41 ° b B' b b B B B b B G b O b C b b O O b b O b P ~y T. Q~O g b b G g b b O b O C b g° (7 Q (/T(\'\~` X. FF9, b B O b b_ b O B b B B 9 b b O b b b O b b b b b b } ~ J1 '$I ~ R H) umGA~i ' b b b B C b b. A, b b b b b O C b B' b B b b B O b b O B f C b a' ^ b b9 go go b 9 9 O B O P' SY 2' q ti O b O O b b 9 9 9 9 b' pia Q h 6 b C P_ p O b b b _°h R N y b O p b b b O° b b b b O b O b b b b b b b O b O O O b b b e b b A N N G ~ b' N W p b b b O b O O 'b O~ b\/pd',b b bb b b b b b b bb O O b b O O b b b b O (2 D JA \ \ ~ o' o' G b b b O b O R b b d°\ O b b b b O b b b b b O O b O O O b b ~9 eifl o °b °c °o o °b n e °o n g UT "iaN~rcH . O~ g3 ~2 /JA dF O b b b y b b b b O b O, b . O b O b° b b b b O ,pb' o' G° O' N O' b O b b bb' O O O b\ b b b b b b b b b 4~ b b b G ~ ' r^ +ri O b b p O b b R b R b ~ b' b b b O b b b b b b A C °c b e' a °o b o b o b e b g b o b e b ~ gOFES S\O~~P O b b B l G /fir- + G N p` ° O b b O b b b b b b bO y 0 b 4 b B Of p b O O O O b O g °e °b °b b g °b o °b O JEFFREY T. BUTLER, P.E. PROVIDE 5TREET' TREES, O b b y ? t" bl r'? Pn W ~ b b b p b b O ..b h '.C b\ b °o °o g °e °bb b Op' N A N' N° O b b b b b b b' bU b `IO b b b b O O b b b b O IM ~ ' ` ` ^ ,,~J.~; • PLANT APPROX. O.G. FNO b b b°° N_ ~n N° b O O b _bb b O, b' b\b b O b b O o b b b C o „l^ ~i Q O (SEE PLANTING 5GG'H, THIS DWG) CONG b I ° r" C P 6' ~ C p 0 b b b b b b' b' b b b b O° b b 1 O b b O O b O b O O b C b 'V~OO - /MON °.a~qa.~ G G G :#.u `o e'.°o b~ a .2 N ° ~ R 'O O b q b b b 'O b° O b b b O b b O C b b O O ry~ EDGING 5HI BED b {pa' b O' N O O t0 b' b b b O \ b b b O e b b O O b YJ ND CONE SEEDED MON. 03N b b O O b ~w O wb A# _ri E C p p b p b b b, b b, o. b pS\rJ' b O' O N b b i b Ib O b b b b b O r'~'A\ b b ToL LANDSGAP Nom) PARTIAL T IA L P L//~N\ l N b b b b b r b 4 O N b b 0 b pO b O b b b O b C T~~' ~ o o O b b O b' b b b O b b ,'('q`',~\ ~b ~c~. b b b b O L W I~ ~ C b• 4~ Qy b O° O b O b b b b b l°i b -5' b b a z O Q Q i b O b K b /,4 4 Q 4 Z LLI A c2~~ 20 10 0 20 40 F]0 60 DO 100 I° = 20'-O" ~D N ~ ~ w~ p o•p b b y b b ,b b b b b b~ `FV N W -vJ O Z O CF (OA \O\\ GRAPHIC EGALE L.p + N p b b b b b b b b b 0 b O b ° ^O tl - G p, o e ° ° PROP. GREENBRAR WALL 5GONGE ° DK• INGE ° ryDK• er ? < 0.. PLANTING BED 65M5-PT-42-GFL-F ry 5HRLe6 ~rcNlyp.,~ G G g' a . ° , b o . e °o . ° U Lu l a Iy v ~WNO Q Q N/O/F C g °o MOUNTED V ABOVE 6PADE SOUTHOLD PARK D15TRICT G E a B b b b o b o e °b , (.n,P 4) V /O(n~.(~ + b b b O O b O b APPROVED BY y- c, Q, IRRIGATION NOTE: L AND5GAPE 5 50APE 50HEDUL f c o B d b b b b b b b b b ^~Ty ° B 9 b O b b b O b b b O b b b O b PLANNING BOARD ? Q p ALL LANDSCAPE ARE A5 ARE TO HAVE /'jam ° Q+u°,N a b O O bb b ,bi O°,O b C b bp0 5EY u.. BOTANIGAL NAME 2) PIEGE5 OF REINFORGED AUTOMATIC IRR16ATION SYSTEMS ~~/y ,L NAME COMMON NAME 41F 6~ F$ O o b , ° . b , b , b , b b ° o b o , °o b °e b ° . °p °b °b b e b b bS 9 b p b °o o °b ° UTILIN _ TOWN OF SOUTHOLD a J a p J RUBBER H05E & DBL. 5TRAND IN5TALLED AND MAINTAINED T F T TREE b O b O O b b b b b b b b b _ 3~' a e e e b o. b 0I2 WIRE, TWISTED. JA H ULM115 AMEWGANA b b bb' b b POLE INI9 21CANA LIBERTY ELM 2`-3' CALIPER 00 &g o , °b °b d o , o b . °o \ ppT b b b b b b ° b b, b p, b b b b a a b \ DATE OCT 16 2 Q- # L GEDAR 5TAKE 8'-0" 5PEG I F I GAT I ONS b a b b O b b° bl b b p, b LONG 2" TO 2 3/4" PIA. WRAPPINO (BURLAP FOR TREE PLANTING F\TRGR EN Tg b b b b O b b b S b b \ 10 N N OR KRAFT PAPER TON 15 TH)JA 01 DENTALIS DARK AMERICAN 61 MIN. °o °o °o o o , °e °c b b u- 12" PINE BARK WRAP) I. TREES SHALL BE OF NURSERY STOCK OF AN APPROVED NICRA, 5PEVE5, GROWN UNDER THE SAME CLIMATIC CONDITIONS AS ARBORVITAE e, n , e e °o °o b o -"C °o °0 0 R ~o~o ,b r~ ZS- ~Z ~ N Q o (MULGH) IF NO 15' THE PARTICULAR SITE. THEY SHALL BE OF SYMMETRICAL ATA GREAT WESTERN 6' MIN. °o , b o b o a °o b °o 1 ON THE INFORMATION THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOGATION5 SHOWN REPRE5ENT Z L6 IDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MU5T DETERMINE APPLICABILITY OF THE GROWTH, FREE OF INSECT PEST AND DISEASE, SUITABLE TP 4 THJJA PLIGATA GROUND DOVER 3" CALIPER (MIN) FOR STREET TREE ME. RED CEDAR RECOMMENDED POSITIONS. TI 4 b °b o IVl\ LAYOUT TO EXISTING OR FUN EXISTING OR FUTURE FIELD GONDITION5, V O \ 2. THE AVERAGE TRUNK DIAMETER MEARRE0 AT A HEIGHT OF SIX b b b q~ e , b GlTHI5 LIGHTING PATTERN REPR INS PATTERN REPRE5ENT5 ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN I--I Q TEMPORARY INCHES ABOVE THE FINISHED GROUND LEVEL SHALL BE A DEER RESISTAINT 51,REENING FINAL GRADE MINIMUM OF THREE (B) INCHES. o UNDER CONTROLLED CONDITI( JTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE V $AllGER 3, ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH GOOD HORTICULTURAL PRACTICE. THE FOLLOWING 15 DECLARED 16 pj ILEX GRENATA ATA JAPANE E HOLLY 6'-11 MIN KITH ILLUMINATING EN5INEERII IINATING ENGINEERING 50GIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY URER5 LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMP5 TO BE GOOD HORTICULTURAL PRACTICE, MANUFACTURERS LUMINAIRE T' R VARIABLE FIELD CONDITION5. OAL6ULATIOH5 DO NOT INCLUDE 065TRUGTION5 5UGH A5 SOD ON (I) THE TRUNK SHALL BE HRAPPED W/ BURLAP OR KRAFT PAPER TREE WRAP ! THE TREES BE STAKED WITH TWO (2) FIND CONC, AND OTHER VARIABLE FIELD MON. 03N BUILDINGS, CURBS, LAW56AP CURBS, LAND56APINS, OR ANY OTHER ARCHITECTURAL ELEMEN\5 UNLE55 VOTED. - m W TOPSOIL GEDAR POLES SECURED TO THE TREE BY MEANS EVERGREEN SH RUB (2) ALL TREES SHALL BE TRANSPLANTED BALLEO AND BIN 115 LIN FTf Bb(15 MIGROPH'fLLA ROPWI-LA KOREAN LITTLELEAF 15" TO 18" 5PREAD • B 8 WHERE EURLAPFED, AND THE BALL n~ SHALL BE AT LEAST 1W0 AND ONE HALF (2 1/2) FEET IN BOXWOOD FARTIAL L IAL LICHTINC PLAN SPECIFIED. DIAMETER. (3) ALL TREE PITS SHALL BE BALKFILLED WITH TOPSOIL I I i-=~ 3 4. ALL TREES L15TEP UNDER (I) HEREOF SHALL BE BRANCHED TP O TON 0 16 TOPSOIL NOT LOWER THAN 51X (b) FEET - WITH AN AVERAGE HEIGHT „ O IC BM 20 40 60 HO 100 BAGKFILL OF 10 TO 12 FEET WITH A MINIMUM SPREAD OF TOP OF 4 UA ~Gj (o~° 20 10 5GALOE 2C 20.0 of 5 TREE PLANTING DETAIL FEET. SCALEi NT5 0 rv N LINE LINE / SY/MOL LE6END m ACKERLY LANE LEACHING P LEACHING POOL WITH OPEN GRATE \ LEAGHING P LEAGHING POOL WITH GL05EP (OVER ( p ? / (CAST IRON (CAST IRON TO 6RAPE) \ FNDGOIJ.', s MON. 0.31E. EXPAN5ION EXPAN510N POOL (FUTURE) 0 d IL f r. N/O/F SEPTIC TANI SEPTIC TANK (p p\ MARIO ARMINIO 6 PROPOSED STABILIZED LINDA ARMINIO Q Q GON5TRUGTION ENTRANCE 96 ~R (SEE DETAIL, THI5 DWG) PROP05ED SILT V., 3' ry N / LIMITS OF CLEARING, GRAI GRADING f ~ FENCE AND ~j h G1lCi f STRAW TRAW BALE E BARRIER, INSTALL ALONG PROPERTY LINE AS SHOWN AND GROUND DISTURBANC \ (SEE DETAILS, THI5 DWG) iri o NAIL RD J7ti1 `IA NCE: wa~F s ° ° R05E 5AHM O TREE R %ol RICHARD J. 5AHM 32,740 SQ.FT. (0.7517 AC) n 10, MIN. EXISTING STONE PAVEMENT 2' PAVEMENT EXI5TIN6 _ 'S+/ ~ f ~tTO~ S GROUND R6 0 ~MOUNTABLE BERM FILTER GLOTH PROFILE 5: (OFTIONAL) 6 h R/. l0' MIN. ^I PROPOSED SILT FENCE AND '~pFENCE AND STRAW BALE BARRIER, INSTALL ALONG W K (SEE DETAILS, T 5 DWG) VARIER, INSTALL 4) N \ co MoR S SHO '.TY LINE AS SHOWN / RHO HI5 DWG) (OPTIONA PTIONAU v. - / U m n/\ .Z, kl_°;,_°_° r10'MIN, v EXI5TIN6 a ° EXISTING %\p , •v' vGOARSE v' v v PAVEMENT rROPC%D STO12M / / OTm 0 DRAINAGE INLET.. C GROUND 'v '7 o\~~'~ -7X :PROTECTION TYPOF l (SEE DTLTHI5 DWGJ / rv /10\ O po W ~3d DRAINAGE TO SEDIMENT TRAPPING PLAN 0 1\ q) DEVICE SEE NOTE 8 /FN x LL cc / MON. ~ "o O 1. STONE SIZE - USE 2" STONE, OR RECYCLED CONCRETE EQUIVALENT / M( 4'' pq c, cad) 2. LENGTH - NOT LE55 THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY) r 3. THICKNESS - NOT LESS THAN 6". 4. WIDTH - 14' MINIMUM BUT NOT LESS THAN 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. 04Q O 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE-5 SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL, A MOUNTABLE BERM WITH 5,1 SLOPES WILL BE PERMITTED. 1. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A GONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC, S? o ^O~ PROP05ED SILT FENCE, INSTALL RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. PROP05EDE H. WHEN WASHING 15 REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND DRAINS INTO AN APPROVED ALONG PROF ALONG PROPERTY LINE AND SEDIMENT TRAPPIN6 DEVICE. TRAN51TIONA TRANSITIONAL BUFFER AREA 9. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. SHOWN (SEE SHOWN (SEE DETAIL, THIS DWG) SOUTHOLD PAORK DISTRIOT ENGINEER 5TABILIZED CONSTRUCTION ENTRANCE NOT TO SGALE r ~pF NEWY Ey r. e~ p9 Ufuly POLE 99 C) r 7" w w S~ r 07 593 V= EXTRA 5TRENOTH FILTER FABRIC STEEL OR WOOD 2" X 2" STAKES 'STAKESER BALE) REO'D. WITHOUT WIRE MESH SUPPORT P05T (TYP) BUILDING WIRE (TWO PER BALE) 10' MAX. O.G. 5PACINO OR TWINE PROPOSED ya PROPOSED 51LT FENCE AND JEFFREY T. BUTLER, PE W/ WIRE SUPPORT PENCE - ~~H BALES AW BALES I" WATER 5ERVICE STRAW BALE BARRIER, IN5TALL ALONG PROPERTY LINE AS SHOWN 6' MAX. O.G. SPACING (SEE DETAILS, THI5 DWG) W/O WIRE SUPPORT FENCE ~q O non COMPACTED I FNP6ONC ERRS I ON GONTROL F MON. 0.3'N ;OL PARTIAL PLAN N Q FILL PROP05ED i6mmimlodi O uo IK m eRADE 42ADE (pW' I" WATER METER .20 10 O 20 40 60 60 8o 00 z Q o o SDI PROPOSED POINT OF 0 20.0 ~ ~ o Q ~ m o ATTACH FILTER FABRIC SECURELY k CONNECTION TO WATER MAIN O z TO UPSTREAM SIDE OF P05T LOS (o0 \\1 p Fop ~ 36" HIGH POLE (MAX) STEEL OR WOOD P05T TRENCH aW JjO Q Q C) x APPROVED BY z Q o 5iEGTION ¢ OF PLANNING BOARD Q 0O 00 N + FLON FLON BOTTOM OF ~i HAY BALES HAY BALES HAY BALES POOLHING LL I DIRA 1 2"x2" STAKES TOWN OF SOUTHOLD 0 - O O O (TWO EACH BALE) Y U # u- 0 m 0 DATE J L a O O N N p FLOW FLOW GRADE LL F. -T COMPACTED GOMPAC'~ D Z 3/4" MIN. BACKFILL DRAINAGE BACKIFILL INLET S \ `/\\/G~ 'ry \ DRAIN ROCK BALES TO BE SET IN ET IN 5<Op :r Q yVO~ p z w m 4 / N STAKES (TYP.)„ 4" TRENCH. BEE SECTION. TION. W o p p\\ \\j 4" X TRENCH SEE SECTION. W/ COMPACTED t BAGKFILL II !CJ 1Z v 1 11 INSTALLATION WITH= TRENCHING TRENCH DETAIL ~ 111 1~~ n ri 1 n V 11 I II II II I II ° Ip 11` II~~ n n PAOE : NOTES, ° ~i V I II II II II II II n BALE5 TO BE SET IN 4" TRENCH SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFIGIENGY. ° n u ii u o u INSPECT AND REPAIR 51LT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. ELEVATION REMOVED SEDIMENT SHALL BE DEP051TED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. 4 R 5TRAN BALE BARRIER ® LEACHING POOL 51L T FENCE DETAIL 5TRAN BALE BARRIER NOT TO SCALE NOT TO 5GALE NOT TO 5GALE of 5 0 rv rv 5/4" 4000 P51 CONCRETE rv rv AT 2e, ON NOl Y5 VIRGIN UNDISTURBED B SOIL RGIN O;Rg DEPRE95ED AT ~ m B' CHAIN LINK D Ir DRIVEWAYS 1 V2" MAX. 8" THK TRAFFIC BEARING N F % FENCE W/ GREEN % 1 A50VE FLOW LINE PROPOSED GONG ( OVER5 TO GRADE (TYPICAL) BUILDING p ~ Q PRIVACY SLATS El 101%10' CONCRETE I p E444H~ _ FLOW LINE MAINTAIN 5% MA%. SLOPE FROM EDGE OF SANITARY R I I FIN. R . TYPICAL 5 POOL CLUSTERED ~ry~~ a } SYSTEM OVf WIN EACH DIRECTION EL=12.9 DI5P05AL SYSTEM 8" THK COW, ° • F` % PAD FOR G.I. GVR EL=11.78' .1. GVR EL=12.23' TRAFFIC, BEARING p LA N e B ONE • LOVER ryE, s O DUMPSTER GRADE EL 1228' C.I. DOVER ,a 6.1. COVER FINAL GRADE Gs, BVR ELo FRONT VIEH L TA. . - - 4' PIA FVG PIPE HIM 11.12' 11.12' ~ add ~ ~ CHAIN LINK FENCE . DISTRIBUTION LP LP 1E 9 W/ GREEN TOPSOIL AND BEEP TO I TO E•10:48' 10' ®kl" / L.F. 'MIN 4" CIA PVO PIPE = DISTRIBUTION I OF 2.5" - 0.21' IE=10.21' IE =9.P' 29' ®Ae" / L.F. = I~ D IOF 2 I OF 2 (I OF 4) ° PRIVACY ELATS I I q, RO.W. SEE NOTE #2 GRANITE JA430 BELGIAN 3.63" = 0.30' IE: 0.4l' 10 BELGIAN A.19 ON IIBV 4" HOUSE TRAP, B'ffE ~ o I=mo ® '3'MIN." ~ o © o ®O SEE HOU5E CONN. NOTES v o ®I~ TOOL %B O 12' O.C.EW. BLOCK INSTALLED ON END axFACB 1200 GAL MIN. o I=mo g ~ T ® BOT OF POOL EDGE BLUE5TOIE SURFACE y O SEPTIC, TANK o r 4"MIN ~ ~ o N CI ® o EL.1.47' ~ ~ ~ ~ TESTHOL5 6ROMDWATER FND B EL.-0.4' BOT OF TANK = 16A2' WT OF POOL BOT OF, POOL 7,47' n a N rv ~4 LEGS, DATA WELL No. $16780.1 10'-O" DIA SEE PLAN. 7 6 rv v • IMBE HIGHEST RECORDED OMNONATER. 80' 3' CLEAN SAND 10,_0„ DIA a MOUNTING 2" 5AND BAND ° • 5EGT1 ON O* 1 638' MGVD29) = 5.46' (NAND Ig88) DOLLAR I V DATUM NAVD 1988 1.15ED FOR THE PURPOSES OF THIS DIAGRAM FENCE EDGE I.-0• 2-115 TOP t • i'• Y BEAM TO EXTEND BOT. OONT. . O 10' MIN. BELOW I'M TIES a 101-0' 8 . • c , FIN. GRADE 24"f O.C. 5EGTION A PLAN VIEW Y PROPOSED SEPTIC RISER DIAGRAM NOT TO SCALE K www.dlgnetnycli.com PER 56.D.H.5. STANDARDS FOR APPROVAL OF PLANS AND GONSTRUGTION FOR SEWAGE 5Y5TEM5 y (~7~ A e O~N~W YD CN www.call811.mm DUMP5TER5 ENGL05URE JUMBO BELGIAN BLOCK FOR OTHER THAN 51NGLE-FAMILY RESIDENCES; DATED: JULY 15, 2008 V YI \\V~~ X UAMP (icr other states) 5GA1-E: N.T.5. GURB DETAIL Not 800-212-4480 ~ 611 NOT TO SCALE E:ORDER GONCEPTS, ING. BORDER KING Bylaw, excavators, and contractors Tw i and contractors working In the For safety reasons, homeowners ere strongly STEEL LANDSCAPE EDGING 1/4" X 5" W/ five boroughs of New York City and t law York City and Nassau and encouraged to call as well when planning any 15" LONG STANDARD STAKES Suffolk Counties on Lang Island mu on Long Island must contact type of digging on their properly. Homeowners 4480 or 811, at least 48 hours can contact us directly at 1-800-2724480 or by CONTRACTOR TO INSTALL EDGING PER NgNet, 1-800-2724480 or 811, at lee 110 working days (excluding telling 811, the national cell before you dig MANUFACTURERS RECOMMENDATIONS but no mom than 10 working days ( weekends and legal holidays) prior ft tai holidays) prior to beginning number. For excavation work completed on FIN15HED GRADE, PLANT BED, any mechanized digging or excavad digging or excavation work to personal property. It Is the contractai'a rground lines are marked. responsibility-NOT the homeowners-Ic contact J LAWN, OR GR UND COVER ensure underground lines are m contractors can also submit DIgNel. Having utility, lines marked prior to U m BAOKFLOW PREVENTER IN5TALLATION NOTE: DEVICE COMPANY MODEL No. SIZE USE PROP05EP 13LUESTONE Excavators and contractors can ale PARKING/DRIVE TOP501L locate requests onllne, through ITIC. I line, through ITIC. If you do not digging Is free of charge. 5TART-UP AT INITIAL INSTALLATION AND AFTER 5ERVIGING: RPZ WILKINS QT5XL LO" DOMESTIC WATER ~ff1=f1= I~~ -I - - - - - - - = currently use ITIC, please mcall 800 - please call 1.800524.7603 Fry Tole Information. THE DOWN STREAM 5H)T-OFF 5HOULD BE CLO5ED. SLOWLY OPEN UPSTREAM 1=1=fL!=fff-~= =1- 1 -1- 1 F =t -=Jj ~-1- for more Information. SHUT-OFF AND ALLOW THE BAOKFLOW PREVENTER TO FILL 5LOWLY. BLEED AIR AT EACH TEST COCK. WHEN BAGKFLOW PREVENTER 15 FILLED, 5LOWLY OPEN THE ll =L-1-~-1-1 1=U -ll -1-I - -1 1 L=ll-1=111-Ill-~-L-Ill= W N DOWNSTREAM SHUT-OFF AND FILL THE WATER SUPPLY 5Y5TEM, THI5 15 NECE55ARY -I -III=111_1 =11=11 -1-1L-111=1~=1 -111=1-1 SEPARATION 015TANGE REM 15" STEEL STAKE j1_ - -11-1 -1~ I- 1-I I-1 I- - MIN, HORIZONTAL SEPARATION P151 3TANGE REQ'MT5 FOR 5ANITARY 5EPTIG TANK5: A-t in TO AVOID DISLODGING "0" RINGS OR (,AU5ING DAMAGE TO INTERNAL GOMPONENT5. -1=-11 LL1 1=1- 1 - 11 - 111-III-III=_ 1-1- BORDER GONGEPTS, ING. A. BUILDING W/ CELLAR = 10' EPARATION DISTANCES: in K. U15 UTILITIES = 5'-0" SLAB S O M O x 5'1 0O M. GATGH B RASA IN5 = 5 OO TO FACILITY WATR INE55LAOB o 9,_O° G ILITY 11111llll111II1~1711 1 1 111 11.11111111) II IG8 4 541 56 04(FAX) 3. BUILDING ON 0. SURFACE WATER (WETLANI ,LATER (WETLANDS) = 75'-O" (NON-LEACHINS) x z LL. F. PUBLIG WELL = 200'-O" LL = 200'-0" N. SAN. L.P. = 8'-0" ,ELL = 100'-0" P. PROP. LINES = 5-0" O d) STEEL EDGING FOR H. PETI, WALL (NTRPROOF) = (HTRPROOF) = 10'-0" 0. T.O. SLOPE = 25'-0" $LUESTONE / LAWN PARTITION J. IUD FUEL TANKS = 20'-0" ANK5 = 20'-0" R. BLUFF = 85'-0" 2 d) NOT TO SCALE HEAN HEAVY I'L : AND LOCKING n- SUILDIN6 WALL %v GP GASi IRON COVERS TO DRAINS TO BE HEAVY DUTY, LOOKING, CAST IRON FRAME AND COVER TO GRADE CAMPBELL 1102 C OR ERAVE O O o ^ w SCREBlEO- 2" DRAIN DRAIN PAN FINAL GRADE APPROVED EQUAL FINIS-ED GRADE N N a TO BE 12"xl2' 24" Z 4- 24' 8" MIN TRAFFIC BEARING TOP MI_N I 20' MIN J I" RPZ -PLAN VIEW 6RADE e" THK CONC ~ I 20" MIN Y (OOMESTIG WATER ONLYI I" SUPPORTED PER RPZ ISTRIBUTION LP (I OF 29 LP TRAFFIC _ NOT TO SCALE I RPZ DEVICE INSTALLATION RPZ (I OF 4) BEARING COVER 5' MIN. © t~ o ® © ® 3' MIN. INLET 1 (DOME5TIG WATER ONLY) RBOUIREMENTS ~ ~ o ® © o ~ ~ MIN 4' DIA. 'g OUTLET E-NNS:'dNEER; NOT TO SCALE DR 35 PVC, 1 FLOH LINE MIN 4" PIA ~~p hdElv~„ 1 © 0I®~o ©a ~ .q rv ®o o o © a FLOW LINE PIPE OR EXIVALENT E WR 55 PVC RPZ INSTALLATION REQUIREMENTS: EGOVALENT INSTALLATIONS MUST MEET ALL SUFFOLK COUNTY AND NEW YORK STATE REQUIREMENTS. 2' MIN ABOVE i PITCHED MIN HIGHEST f 10'-0" DIA.-0" DIA. 5EE PUN NON-RATEABLE A, IN/ I FT a Zit~ m no elnlerF /rtnurINIIFn) RFl.I]RDED SOIL I WAL~E~ 4 ~D Fp MIN I, GLEARANGE5 6ROUND WTR A. ALL A55EMBLIE5 SHALL BE INSTALLED WITH A CENTERLINE HEIGHT FROM 30 INGHE5 G, ALL DRAINAGE FROM RPZ'S SHALL BE VIA GRAVITY FEED TO DRAIN. tai r ~ f~ ~ -0,4~~ 2 J I ~ rw ~ 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 CGOLLAR MATERIAL 61 MIN. I 2 ~ ~ A 07349 ~2 OPENING OF MTHE UST BE AT LEA45 THIE BE PROVIDED WITH A FIXED PLATFORM, A PORTABLE SCAFFOLD OR A LIFT MEETING AND ANYN 15 THE PIPINO. THE AIR CAP RELIEF VA T BUTCN TOE 05HA 5TANDARD5. RATABLE SOIL Q gOFE55~G~P B. ALL RPZ DEVICES MUST HAVE AN I8 INCH MINIMUM CLEARANCE BETWEEN THE BOTTOM E. MACASE LE55 THAN I INCH, "v "v NUFACTURERS AIR GAP FITTINGS MAY BE UTILIZED PROVIDED THAT THEY OF THE RELIEF VALVE AND THE FLOOR. JEFFREY T. BUTLER, P.E. G. A MINIMUM OF 12 INGHE5 OF CLEAR SPACE 5HALL BE MAINTAINED ABOVE THE MAINTAIN A PROPER AIR GAP AND DO NOT ENCLOSE OR CIOVER THE UNDERLYING SAND AND GRAVEL STRATA - ASSEMBLY. RELIEF VALVE. THESE FITTINGS ARE ONLY SIZED TO HANDLE INTERMITTENT D. A MINIMUM OF 30 INCHES OF CLEAR 5PAGE SHALL BE MAINTAINED BETWEEN THE AND LOW FLOW D15CHARGE9. ADDITIONAL DRAINAGE GAPAGITY MAY BE FRONT SIDE OF THE DEVIGE AND THE NEAREST WALL OR OBSTRUCTION. REQUIRED TO ACCOMMODATE A GATA5TROPHIG RELIEF VALVE FAILURE, COLLAR DEPM 15 NOT REWIRED WHEN RATA13LE MATERIAL EXISTS FOR BULL DEPM. 2. COLLAR MATERIAL SHALL BE CLEAN GRAVEL OR BANK RUN. y~ NOTES. J E AT LEAST 8 INGHE5 CLEARANCE SHOULD BE MAINTAINED FROM THE BACK SIDE OF F. NOT USED I r;yONCRETE TO TEST 400( :TE TO TEST 4000 P.5.1 0 28 DAYS O THE DEVICE TO THE NEAREST WALL OR OBSTRUCTION. TH15 CLEARANCE MAY NEED G. NOT USED (LEACHING POOL SYSTEM - QTY 6) 2.'REINFORCEMENT MEETS 3. ALL SANITARY PIPING P )RCEMENT MEETS AS,TY A-615, A-185 SPECS WTARY PIPING TO BE 44) 5DR 35 PVG V -7 TO BE INCREASED FOR MODELS THAT HAVE SIDE MOUNTED TEST GOOK5 OR RELIEF K NOT USED VALVE5 THAT WOULD BE FACING THE BACK WALL. J. ALL EXTERIOR 0RAIN5 5HALI.B€ KEPT FREE OF SNOW DURING WINTER AL50 'INC INSTALLED UNDER BLDG SHALL BE OAST IRON, AND SHALL REMAIN SE AND MUTST HANDED BE SCREENED, F. TEST COCKS MU5T BE POSITIONED TO FACILITATE TESTING (30" MIN 6LEARAN6E), K. ALL IVALVES SHALL N5 GAN NOT 1 OPEN ECT TO FLOODING VALVES). G 4. ALL PIPING EAVIN BD G THE TYPICAL CLUSTERED DISPOSAL SYSTEM (LP CAST IRON L LEAVIN RON LEAVING THE 5UILDIN6 TO A DISTANCE OF 5' AWAY FROM BLDG II. MI5GELLANEOUS GON5I0ERATION5 5GALE. N1.T.5. PERIMETER .TER O Z O O m A. ALL A55EM13LIE5 SHALL BE ADEQUATELY SUPPORTED AND/OR RESTRAINED TO IV. NOT U5ED 5. CAL65 AND DE516N PER AND DE516N PERFORMED IN ACCORDANCE WITH 5GDH5 5PEC5. Q z Z } q PREVENT LATERAL MOVEMENT. PIPE HANGERS, BRACES, SADDLES, STANCHIONS, V. INSTALLATION WITHIN A BUILDING PIERS, ETG., SHOULD BE USED TO SUPPORT THE DEVICE AND SHOULD BE PLACED IN A THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR. V j < O m MANNER THAT WILL NOT OBSTRUCT THE FUNCTION OF OR AGGE55 TO THE RELIEF CONTRACTOR 15 RE5PON5113LE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND a SEPARATION 015TANCE REO'MTS FOR DETAILS OF CONSTRUCTION: ~--FT N boo H VALVE. UTILITIES AND STRUCTURES PRIOR TO DIGGING. c 5ANITARY LEAGHING 5TRUCTURES I, REINFORCED PRECAST CONCRETE SEPTIG TANK (1200 GALLON MINIM.". ~ B. STRAINERS ARE REGOMMENDED PRIOR TO EACH BACKFLOW PREVENTION ASSEMBLY A. ABOVE GRADE INSTALLATIONS: 915GHARGE GAN BE OIREGTED TO FLOOR OR MINIMUM HORIZONTAL SEPARATION 015TANGE5: 2. U5E 51X (6) IOW 30 FT. HIGH O' E D) PRECAST CONCRETE LEACHING RINGS ON NON-FIRE FIGHTING WATER LINES. NO STRAINER 15 TO BE USED IN A FIRE LINE DRAINS OR THROUGH A SIDEWALL ABOVE GRADE VIA SCREENED LOUVERS, N WITHOUT THE APPROVAL OF THE INSURANCE UNDERWRITER5 OR THE AUTHORITY SCUPPERS, PIPE 5LEEVE5 WITH FLAP VALVES, ETC., IN ACCORDANCE WITH A. BUILDING W/ CELLAR = 10'-0" 3. LEE 4'0, APPROVED SEWER PIPE THROUGHOUT. HAVING JURISDICTION. THE DRAINAGE REQUIREMENTS. B. BUILDING ON SLAB = 10'-0" 4. THE WASTE LINES PROM THE SEPTIC TANK SHOULD ENTER THE MIDDLE RINGS AS HIGH AS P055113LE. C. WATER LINES = 10'-0" 5. USE A CROSSOVER PIPE BETWEEN THE MIDDLE RIN65 AND THE FOUR OUTSIDE RINDS, EI6HT (B) INCHE5 ABOVE THE BOTTOM. / 6 BAGKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL C. ALL ASSEMBLIES MUST BE PROTECTED FROM FREEZING TEMPERATURES AND IF B. BELOW GRADE OR BA5EMENT INSTALLATIONS: NOT U5ED. D, SURFACE WATER (WETLANDS) = 100'-0" T. SLABS SHALL BE 2.5' MAXIMUM BELOW GRADE WITH A 7 MAXIMUM COLLAR. / ' INSTALLED WHERE TEMPERATURES WILL REACH 100°F OR ABOVE, A HOT WATER TYPE VI. CERTIFIED APTER THE ASSEMBLY COMPLETED BEEN INSTALLED, KS APPROVAL ALL BE TESTED BY A F. PUBLIC WELL = 200'-0" 6 SOLID HEAVY DUTY AND LOOKING CAST IRON COVERS TO GRADE ON ALL POOLS Z wz<0 A55EMBLY MUST BE USED. 6. PRIVATE WELL = I50'-O" N. BOTTOM OF POOL SHALL BE A MINIMLM OF 2 FEET ABOVE H16H RECORDED 6ROUNDWATER / A~'i o c_v 0. ALL A55EMBLIE5 SHOULD BE SPECIFIED AND IN5ALLED WITH THE MANUFACTURER CERTIFIED TESTER. THE DESIGNER (OR WATER SUPPLIER) 15 THEN SUPPLIED RESILIENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY. RESPONSIBLE TO CERTIFY THAT THE INSTALLATION WAS DOME IN H. RET WALL (WTRPROFF) = 10'-0" 10. SHOW AREA FOR 50% EXPAN51ON OF LEACHING POOLS, INSTALL AT INITIAL CONSTRIKTION, 11. MAXIMIZE THE DISTANCE BETWEEN THE FOUR (OUTER SATELLITE POOLS. E. WATER LINES SHOULD BE THOROUGHLY FLUSHED BEFORE INSTALLING THE ASSEMBLY. ACCORDANCE WITH APPROVED PLANS; OR DESCRIBE ANY CIHANGES OR J. U/G FUEL TANKS = 20'-0° 12. TOP SLAB SHALL BE 6" MINIMUM (THICKNESS AND TRAFFIC BEARING, I K. U/G UTILITIES = 5'-0" 13. NOT USED M05T TEST FAILURES ON NEW INSTALLATIONS ARE THE RESULT OF DEBRIS FOULING SUBMINSTALLER USHALL NOTIFY GOVERNINGEAGENGY UPON COMPLETION OF L. STORM DRAINS = 201-0" 14, TH15 DISPOSAL SYSTEM 15 FOR AREAS WITH HIGH GROUNDWATER CONDITIONS, - A ° o ONE OF THE CHECK VALVES OR THE RELIEF VALVE. M. CATCH BASINS, NON-LEAGHING = 5-0" m l l - Q o a o m F. ALL ASSEMBLIES MUST BE INSTALLED HORIZONTALLY UNLE55 THEY ARE SPECIFICALLY WORK. N. SAN, L.P. = 6-0" APPROVED FOR VERTICAL INSTALLATION. (REF. TEGHNIGAL REFERENCE PHI 2. TEST RESULTS SHALL BE SUBMITTED TO GOVERNING A6EN6Y ON G. A55EMBLIE5 SHALL NOT BE INSTALLED IN AREAS CONTAINING CORROSIVE, TOXIC OR PRESCRIBED FORMS. P. PROP. LINES =10'0" HOUSE CONNECTION NOTES: 1 ae ti r- / O POISONOUS FUMES OR CASES WHICH GOULD RENDER THE A55EM13LY INOPERABLE OR B. THE INITIAL TEST RE5ULT5 AND GERTIFIGATION ARE THEN SUBMITTED TO THE 0, T.O. SLOPE = 25'-0' ti R. BLUFF = b5'-0" (PER 5O.D.H.5. STANDARDS FOR APPROVAL OF PLANS AND CON5TRIIGTION FOR 5EWA6E D15P05AL 7- P05E A SAFETY HAZARD TO PERSONNEL. WATER SUPPLIER AND APPROVING AGENT FOR 155UANCE OF A COMPLETED 5. SEPTIC TANK = 8'-O" SYSTEMS FOR OTHER THAN 5IN6LE-FAMILY RESIDENCES) \ Z, H. INSTALL A SOFT SEATED GHEGK VALVE IMMEDIATELY AHEAD OF THE RPZ TO HOLD WORKS APPROVAL. DOH - FORM 1013 HAS BEEN DESIGNED FOR BOTH THE NOTE: LEAGHING POOL5 THAT ARE PART OF THE D) A HOUSE CONNECTION 15 DEFINED AS THE PORTION OF THE GRAVITY 5EWER LINE WHIGH EXTENDS, \ p Q THE PRESSURE CONSTANT TO THE A55EMBLY IN TIMES OF FLUCTUATING SUPPLY CERTIFIED TEST RE5ULT5 AND THE DESIGNER'S CERTIFICATION OF THE p PRESSURE INSTALLATION. F PROPOSED 'TYPICAL GLU5TERED DISPOSAL FROM THE FACE OF THE BUILDING TO THE 5EWA6E DISPOSAL SYSTEM. O Q 1. IF THE P15TANCE BETWEEN THE WATER METER AMC) THE DEVICE 15 GREATER THAN 10 C. AFTER ISSUANCE OF THE COMPLETED WORKS APPROVAL, THE A55EMBLY MUST SYSTEM' ARE EXEMPT REGARDING LEAGHING b) THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF GA5THRON SEWER LINE EXTENDING THROUGH \ POOL TO LEAGHING POOL REQUIRED SEPARATION THE FOUNDATION. APPROVED B FEET, ALL EXPOSED PIPING SHALL BE STENCILED "FEED LINE TO BAGKFLOW BE TESTED AT LEAST ANNUALLY BY A CERTIFIED TESTER WITH THE RESULTS F D15TANGE5. SEE 'TYPICAL CLUSTERED DISPOSAL C) HOUSE CONNECTION5 SHALL HAVE A MINIMUM PIA. OF 4 INCHES, UNLE55 OTHERWISE NOTED. PLANNING BOARD PREVENTER - DO NOT TAP" AT 5 FOOT INTERVALS. REPORTED TO THE WATER SUPPLIER. C 5Y5TEM' DETAIL BELOW FOR ADDITIONAL d) NOT USED J. A SEPARATE SHUT OFF VALVE MUST BE INSTALLED REQUIREMENTS, 6) HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH ON ONE-CIDARTER INCH PER FOOT. TOWN O T D FA(5E' K. PIPING MUST BE UNBRANGHED AND UNOBSTRUCTED FROM RPZ DEVICE TO MAIN. QUE5TION5 OR COMMENTS: BPW5P®HEALTHSTATE,NY.U5 F III. DRAINAGE <MAILTO,BPW5P®HEALTH,STATE.NY,U5> F) SLIP RING GONNECTOR5 OF THE PROPER TYPE SHALL BE USED AT THE CAST IRON JOINT. IF o PI DRAINAGE FOR BAGKFLOW PREVENTION ASSEMBLIES SHALL BE PROVIDED FOR ALL RPZ REVISED, AUGUST 2008 REQUIRED, A FLEXIBLE PVC, COUPLING WITH STAINLE55 STEEL BANDS MAY BE USED TO CONNECT Wo C CAST IRON PIPE TO PVG HOUSE GONNEGTION5. THE FLEXIBLE GOUPLING AND BANDS SHALL PIPE PE FROM FROM DATE P INSTALLATIONS. DRAINAGE 5HALL ACCOMMODATE DISCHARGE DURING TE5TII GONFORM TO A5TM CII13. GI GREASE TRAP. DRAINING OF THE UNIT AND FOR RPZ RELIEF VALVE DISC HAR6E5. W^I ALL HOUSE CONNECTIONS SHALL BE PROVIDED W/ A GLEAN-OUT AT THE FACE OF THE BLDG. " A. DRAINAGE CAPACITY 15 SIZED TO ACCOMMODATE 80TH INTERMITTENT DISGHAR5E5 AND A CATASTROPHIC FAILURE OF THE RELIEF VALVE. 0 HOUSE CONNECTIONS 5HALL BE 5TRAIGHT. THERE SHALL BE NO BENDS IN 5EWER LINES TO THE B. DISCHARGE FROM RELIEF VALVES SHALL BE READILY DETECTABLE TO MAINTENANCE 5EPTIG TANK OR 6REA5E TRAP. IF BENDS ARE UNAVOIDABLE, THEN THE FOLLOWING ADDITIONAL SEPTIC TA 'TIC TANK - 1200 G PERSONNEL EITHER VISUALLY OR BY MEAN5 OF WATER LEVEL ALARMS, FLOW CRITERIA SHALL APPLY, SCALE: NOT TO SCALE NOT TO 5GALE of 5 INDICATOR LIGHTS, ETC.