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Home My WebLink About33932-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Mall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-75657 Date: 02/26/09 THIS u~KTIFIES that the building RETAIL BUILDING I~)catlon of Property: 54795 MAIN RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 62 Block 1 Lot 3 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 18, 2008 pursuant to which Building Permit No. 33932-Z dated MAY 27, 2008 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 CONSTRUCTION OF A RETAIL BUILDING AS APPLIED FOR PER SCHD AND PLANNING BOARD APPROVAL AS APPLIED FOR. The certificate is issued to 54795 MAIN ROAD LLC (OWNER) of the aforesaid building. SuF~OI=K CO~ DEPA~qT~ENT OF }~ALTH ~PRO~-AL C10-07-0013 ~-rKICAL CF2~'rIFICATH NO. PLD]~BE~S C~KTIFIC3~TION DA'r~ 02/23/09 02/20/09 125129C 02/06/09 GENCO PLUMBING Rev. 1/81 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 wi~ t~.,o,~o .~. A. For new building or new use: 1. Final survey of Property with accurate location of all buildings, prop~ty lines, streets, and t~ topographic features. ,, 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Firo 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 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to~well~, Swimming pool $25.00, Accessory building $25.00, Additions to hcccssory building $25.00~usiness~s $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 New Constmclion: x/// Old or Pre-existing Building: (check one) Location of Property: 5~qq5 ~C)C3,,~"~/~E> , S O~C~3o~D, ~'x) House No. Owner or Owners of Property: ~' t+ ~ OU~ Suffolk County Tax Map No 1000, Section Subdivision Permit No. ;5:'9) c/. ~ ~) Date of Permit. Health Dept. Approval: t~_ '~/L) - ~ ;7 -/)O/..2 Street (~ ~ Block I Lot ~ Hamlet Filed Map. Lot: 5/~ff) / ~ Applicant:_ 'Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~/~ ~ Final Certificate: (check one) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33932 Z Date MAY 27, 2008 Permission is hereby §ranted to: BREEZES R E LLC EASTERN PO BOX 1103 SOUTHOLD,NY 11971 for : CONSTRUCTION OF A RETAIL BUILDING AS APPLIED FOR PER SCHD AND PLANNING BOARD APPROVAL AS APPLIED FOR at premises located at 54795 MAIN RD County Tax Map No. 473889 Section 062 Block pursuant to application dated APRIL 18, 2008 SOUTHOLD 0001 Lot No. 003 and approved by the Building Inspector to expire on NOVEMBER Fee $ 2,869.20 27, 2009 . Authorized Signature Rev. 5/8/02 ORIGINAL PLANNING BOARD MEMBEHS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND February 24, 2009 · PLANNING BOARD 'OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P,O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southoid, NY Telephone: 631 765-1938 Fax: 631 765-3136 Mr. MichaelLeStrange 85 Suydam Lane BayPort, NY 11705 Re: Site Plan for North Fork Hardware -Final Approval 54795 Main Road, Southold SCTM#1000-62-1,3 Zoning District: Hamlet Business (HB) Dear Mr. LeStrange: The Planning Board has received your letter requesting a final inspection and the letter signed by your eastedy neighbor stating they have no issue with the re-grading done along ~he property line for the above referenced site plan. The Planning Board inspected the site and has found that the work done to date was done in accordance with the approved site plan and as discussed during a work session held on February 24, 2009, the following conditions apply: 1. The (3) Llexes olanted in front of the electrical box are to be replaced with (3) Leyland Cyress trees to adequately screen the box: The cross access on the east side of the site as shown on the approved site plan will be completed with blue stone on or about June 1, 2009 as stated in your letter to the Planning Board. Once this work has been completed, please contact this office for an inspection. Any change to the site plan will require Planning Board Approval of an amended site plan. If you have any questions, please do not hesitate to contact this office (631) 765-1938. Kristy Winser Sr. Planner / cc: Southold Town Building Department ~ Southold Town Engineer/Highway Department FEB 2 5 2009 BLDG. DEPT. TOWN OF SOBTHOLD TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. net Examined ~/o~ ,20 ~ Approved Q ,20__ Disapproved a/e Expiration BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. 3 ,~ 3 oq- :':~ 20 Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mall to: Phone: APPEICATION FOR BUILDING PERMIT ' Date · ' I INSTRUCTIONS / a. Tl~is-application-MUST'o~e0-f~l~ely 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 propeay 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. ~/~ ..~~ (Sign~e of applicant or name, ifa corporation) (Mailing adflress of applican~/ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises . (As oh the tax roi]or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which p.roy~osed work will be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision Section Lot Lot o State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~rm~.~c~/ ~Or~/z~)'~ ~ ~-~a_¢/ ~rT~a4+.a_~ b. Intended useandoccupancy re7%'/ az Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost t~_5'--B, o o O Fee 5. If dwelling, number of dwelling units ~ If garage, number of cars t9 Addition Alteration ~ ' (~es~ription) (To be paid on filing this application) Number of dwelling units on each floor t5 6. Ifbusines ,~omm~r mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of~isting structures, if any: Front _~O, ~ / Rear _~O, 5 ~ _Depth Height. Number of Stories 9. 10. Date of Purchase Dimensions of same structure with alterations or additions: Front Depth. Height_ Number of Stories Dimensions of entire new construction: Front ~//~ Rear /-/q Height ~q,~ Number of Stories Size of lot: Front /O0 Rear /)0a,rc~ ag/ Name of Former Owner Rear .Depth .Depth ~ 0 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__NO 13. Will lot be re-graded? YES__ NO /Will excess fill be removed from premises? YES V/NO__ 14. Names of Owner of premises ~:z .~£~ Address .S~,¢Wj~a-r~ Phone No. Name of Architect .-~'~2be~/-~,~ t,o ~ Address.~e~ -~5~ ~ed'Phone No Name of Contractor Address ~ ~ Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE,REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES ~'/ NO__ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF ~ p~L/'23 c/ /~)A~/~ ?--lA-,/ being duly sworn, deposes and says that (s)he is the applicant (Name of i~dividual signim~ contract) above named, ~the ~~'~7 ~TL-~ ((~ontractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree 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/}~ 01~/ ~a/ture~o f~ ~/9/~c,_~ ~/~4~- da~o~~a~l~i~ ,~_..~_ .~,~D~' ~t "~-'~ Applicant No. 0~c~_-!.496 _.. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL ~FIRE SAFeSt INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: J~~ [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE / /3 d_~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY INSPECTION [ ]/~;~ PLBG. [~]' INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:~ ~. _~&.. /~)-~//~,C_.~ ~q~-c~ N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FI./L~EPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ~~[ v/]~RERESISTANTC01~UCTION [ ]FI~RERESIST/ANTPENETRATION /REMARKS: ~c~_/~-~ ~ DATE INSPECTOR~~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [I~ROUGH PLBG. ] F~N~t~I~N 2ND [ ] INSULATION [~,]~ F~PPING [ ]FINAL [ -~=IREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT C0,STRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGHPLBG. [ ]~ATIO~.~.~ [ ]INSULATION ["/] FRAMING~____~~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CON~T~UCTION~ ]~. FIRE RESISTANT PENETRATION REMARKS: INSPECTOR/~~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ~J~ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION n-RI D INSPECTION REPORT [ DATE ..................................... FOI~D~TION (2ND) -- PL~G / '- , ~ ,~ ~ , / ~DI~N~CO~S Issue Date 2/6/2009 Electrical Inspection Certificate Electricalinspection Service, Inc. Application Number 375 Dunton Avenue 125129C East Patchogue, New York 11772 (631) 286-6642 Issued To: Mike Lestrange Street: 54795 Pt. 25 Village: Southold Zip: Section: Block: Lot: 11971 Town: Southold Contractor: Gaio Electric Inc. was examined and found to be in compliance with the National Electrical Code. Lic. # 4705-ME [] Commercial ~ NVDefects ~ Pool ~ tstFIoor [] Indoor ~X~ Basement [] HotTub [~ Residential ~ Det. Garage [] Attic ~ 2nd Floor [] Outdoor r_~ Addition [] Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 25 35 126 9 4 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 x 4 B/O Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 400 1 [] / Bldg. Permit: 33932 Other Equipment 2-200 amp M/B Panels/1-100 amp Subpanel/ 10 Exit Lts/8-Emerg. Lts/1-30 amp Elevator iDisc./4-Parking Lot Lts/2-Time Clocks/3-50 amp NC Disc./3-15 amp Air Handler Disc./ 1-15 amp Elevator Light Disc. Hugo S. Surdi President Rough Inspection: 10/01/2008 ~']nspedcor: Jt~hn Mc Mahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. CERTIFICATION Building Permit No, ~.~ B ~ Owner: L g ~ lr~._o~,,.~ e..~ ~e-~-'~. ~-~-- (Please print) Plumber: ~--------~" ~1~ P'~ O (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this o~ ~> day of ~""--~ j~ ,2/~ Notary Pub, , Coun (Plume~"~rsS~ THO~,S M. KERR JR. Nota~7 Public, State of t, lew York No. 01KE~085721 Date: June 23, 2008 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 JUN 3 To: Town of Southold Building Dept. First mid Sccond Fouudation Inspections Eastern Breezes 54795 Main Rd. Southold, NY Permit//33932z To Vfhom It May Concern: This lctter certifies that first and second foundation inspections were prefom~ed on the above mentioned project and all foundation work was done as per Plm~ mid meets all State and Local Codes. ?u~y questions please feel free to call. Sincerely Decrkoski P.E. COMcheck Software Version 3.4.1 Envelope Compliance Certificate New York State Energy Conservation Construction Code Report Date: 04117/08 Data filename: c:\Pragram Files\Check\COMcheck\north Fork Hardware.cck Section 1: Project Information Project Title: North Fork Hardware Construction Site: 54795 Route 25 Southold, NY 11971 Owner/Agent: Michael LeStrange, owner 85 Suydam Lane Bayport, NY 11705 631-472-6900 Designer/Contractor: lan Fairweather Fairweather-Bmwn Design Assoc. 205 Bay Avenue Greenport, NY 11944 631-477-9752 FBDAt nc~optonline.net Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: t lb Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Project Type: New Construction Vertical Glazing / Wall Area Pct.: 18% I~uildina Type Retail Sales, Wholesale Showroom Floor Area 3469 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Rcof 1: All-Wood JoistJRafter/Truss 2412 30.0 0.0 0.035 Exterior Wall 1: Wood Frame, Any Spacing 3848 19.0 0.0 0.068 Window 1: Wood Frame:Double Pane with Low-E, Clear, SHGC 582 -- -- 0.280 0.43 Door 1: Glass, Clear, SHGC 0.37 126 -- -- 0.440 Door 2: Solid 60 -- -- 0.390 Interior Wall 1: Wood Frame, Any Spacing 650 15.0 0.0 0.080 Basement Wall 1: Solid Concrete or Masonry <= 8", Furring: None, 70 -- 0.0 0,735 Wall Ht 8,0, Depth B.G. 8.0 Basement Wall 2: Solid Concrete or Masonry > 8", Furring: None, 221 -- 0.0 0.588 Wall Nt 8.0, Depth B.G. 8.0 0.059 0.090 0.598 0.598 0.142 0,142 0.113 0.113 (a) Budget U-factors ara used for sofiwara baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: [] 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [] 2. Windows, doors, and skylighls certified as meeting leakage requirements [] 3. Component R-values & U-factora labeled as certified. North Fork Hardware Page I of 9 [] 4. 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, [] 5. Fireplaces installed with tight fitting non-combustible fireplace doors. [] 6. Stair, elevator shaft vents, and other dampers iolegral to the building envelope are equipped with motorized dampers. [] 7. Cargo doors and loading dock doors are weather sealed, [] 8. Recessed lighting fixtures are: {i) Type lC rated and sealed or casketed; or (ii) installed inside an appropriate air~tight assembly with a 0.5 inch blearance from combustible materials and with 3 inches clearance from insulation material. [] 9. Vapor retarder installed 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 New York State Energy Conservalion Construction Cede requirements in COMcheck Version 3.4.1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this p.a~;~l~eY am at!e~ting that to.,,~est of his/her knowledge, belief and professional judgment such plans or specifications are in c~plia?C~e-Wifh this Code/ Name- Title Si~r~ ,~ ~ /' /' Dale Nor[h Fork Hardware Page 2 of 9 COMcheck Software Version 3.4.1 Lighting and Power Compliance Certificate New York State Energy Conservation Construction Code Report Date: 04/17/08 Data filename: C:\Program Files\Check\COMcheck\north Fork Hardware.cck Section 1: Project Information Project Title: North Fork Hardware Construction Site: 54795 Route 25 Southold, NY 11971 Owner/Agent: Michael LeStrange, owner 85 Suydam Lane Bayport, NY 11705 631~72~909 Designer/Contractor: lan Fairweather Fairweather-Brown Design Assoc. 205 Bay Avenue Greenport, NY 11944 631-477-9752 FBDAInc@optonline.net Section 2: General Information Building Use Description by: Project Type: New Construction Buildine Tvoe Floor Area Retail Sales, Wholesale Showroom 3469 Section 3: Requirements Checklist Interior Lighting: [] 1. Total actual wa[ts must be less than or equal to total allowed watts. Allowed Watts Actual Watte Complies 6591 4220 YES ~1 2. Exit signs 5 Watts or less per side. Exterior Lighting: [] 3. Efficacy greater than 45 lumensAN. Exceptions: Specialized lighting highlighting features of historic buildings; signage; safety or security lighting; Iow-voltage landscape lighting. Controls, Switching, and Wiring: [] 4. independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elemenls of the means of egress, [] 5. Master switch at entry to holel/motal guest room. [] 6. Individual dwelling unils separately metered. [] 7. Each space provided with a manual control to provide uniform light reduction capability. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest room; North Fork Hardware Page 3 of 9 Areas greater than 250 sq.ft. · [] 8. Automatic iighling shutoff control in spaces greater than 250 sq.fl in buildings larger than 5,000 sq.fi. Exceptions: Areas with only one luminaire, corridors, slorerooms, restrooms, or public lobbies. [] 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. [] 10.Tandem wired one-lamp and three-lamp ballasled luminaires (No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts; Luminaires not on same switch. [] 11 .Transformers meet minimum efficiencies listed in Table 805.61 or 805.6.2. Section 4: 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 tighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck Version.3.4.1 ~nd to comply with the mandatory requirements in the Requirements Checklist. Name - Title I Si~'~tu m Date North Fork Hardware Page 4 of 9 COMcheck Software Version 3.4.1 Lighting Application Worksheet New York State Energy Conservation Construction Code Repot[ Date: Data filename: C:\Pmgram Files\Check\COMcheck\north Fork Hardware.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts I ft2 Retail Sales, Wholesale Showroom 3469 1.9 6591 Total Allowed Watts = 6591 Section 2: Actual Lighting Power Calculation A B C D E Fixture ID: Description I Lamp I Wattage Per Latnp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Retail Sales, Wholesale Showroom (3469 sq,ft.) Linear Fluorescent 1: 60" T6 40W / Magnetic 2 24 50 1920 HID 1: Metal Halide 70W / Electronic 1 20 70 1400 Incandescent 1: Incandescent 75W 1 12 75 900 Total Actual Watts = 4220 Section 3: Compliance Calculation if the Total AJlowed Wa[ts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 6591 Total Actual Watts = 4220 Project Compliance = 2371 North Fork Hardware Page 5 of 9 COMcheck Software Version 3.4.1 Mechanical Compliance Certificate New York State Energy Conservation Construction Code Report Date: 04/17/08 Data filename: C:\Program Files\Check\COMcheck\north Fork Hardware.cck Section 1: Project Information Project Title: North Fork Hardware Construction Site: 54795 Route 25 Southold, NY 11971 Owner/Agent: Michael LeStrange, owner 85 Suydam Lane Bayport, NY 11705 631-472-6909 Designer/Contractor: lan Fairweather Fairweather-Brown Design Aseoc. 205 Bay Avenue Greenport, NY 11944 631-477-9752 F BDAInc@optor)line. net Section 2: General Information Building Location (for weather data): Suffolk, New York Climafa Zone: 11 b Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Project Type: New Construction Section 3: Mechanical Systems List Quantity System Tree & Descrlotion HVAC System 1: Heating: Central Furnace, Gas / Cooling: Hydrenic Coil, Capacity >=240 - <760 kBtu/h, Air-Cooled Condenser / Multiple-Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1: [] 1. Newly purchased heating equipment meets the heating efficiency requirements [] 2. Minimum one temperature control device per zone [] 3. Discharge dampers prohibifad with fan motors >25 hp [] 4, Balancing and pressure test connections on all hydronic terminal devices ~1 5, ~ntegrated air sconomizer required [] 6. Systems serving more than one zone must be VAV systems Exception: Where pressure relationships must be maintained Exception: 75% of reheating/recooling energy achieved through site recovered or silo solar Exception: Zones with humidity requirements for special processes Exception: Zone cfm <300 and flow rate <10% of total design flow rate Exception: Outside air needed to meet Chapter 4 of Mechanical Code for New York State [] 7. Dual-duct VAV mixing boxes installed to minimize mixing [] 8. Contrbls capable of resetting supply air temp (SAT) by 25% of SAT-~oom temp difference ~1 9, Fan equipped with electrical variable-speed drive Generic Requirements: Must be met by all systems to which the requirement is applicable: [] 1. Load calculations per 2001 ASHRAE Fundamentals North Fork Hardware Page 6 of 9 [] 2, Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load ~l 3. Minimum one temperature control device per system [] 4. Minimum one humidity control device per installed humidification/dehumidification system [] 5. Thermostatic controls has 5 degrees F deadband - Exception: Thermostats requiring manual changeover between heating and cooling ~1 6. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day clock, 2-hour occupant override, 10-hour backup - Exception: Continuously operating zones - Exception: 2 kW demand or less, submil calculations [] 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm [] 8. Outside-air source for ventilation; syslem capable of reducing OSA to required minimum [] 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts ara part of a building assembly - Exception: Ducts located within equipment - Exception: Ducts with interior and exterior temperature difference nol exceeding 15 degrees F. ~ 10.Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics r-I 11.Mechanical fasteners and sealants used to connect ducts and air distribution equipment [] 12.Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/brine pipe insulation: I in. for pipes <=1.5 in. and 1.5 in. for pipes >1,5 in, Steam pipe insulation: 1.5 in. for pipes <=1.5 in, and 3 in. for pipes >1.5 in. Exception: Piping within HVAC equipment Exception: Fluid temperatures between 55 and 105 degrees F Exception: Fluid not heated or cooled Exception: Ru~3uts <4 ft in length [] 13.Operation and maintenance manual provided to building owner [] 14.Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State [] 15.Stair and elevatar shaft vents ara equipped with motorized dampers Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed 1o meet the New York State Energy Conservation Construction Code requirements in COMcheck Version 3,4.1 and to comply with the mandatory requirements in the Requirements Chec~dist. N~n~e -Titie ' ' Date North Fork Hardware Page 7 of 9 COMcheck Software Version 3.4.1 Mechanical Requirements Description New York State Energy Conservation Construction Code Report Date: Data ~ename: C:\Program Files\Check\COMcheck\north Fork Hardware.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanicar Compliance Certificate. Requirements Specific To: HVAC System 1: 1, The specified heating equipment is covered by Federal minimum efficiency requirements, New equipment of this type can be assumed to meel or exceed New York Stale Energy Conservation Cede requirements for equipment efficiency. 2. Each zone of a multiple-zone system must have its own temperature control device, 3~ Fans with motors >25 hp may not be equipped with discharge dampem 4. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance waler flow and pressure, 5. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling, 6. Systems serving multiple thermostatic control zones must be variable-flow systems. Zone terminal controls must reduce the flow of primary supply air before reheating, recooling, or mixing air streams. Exception: VAV controls are not required for zones with special pressurization or cross-contamination requirements. These zones must be called out in the construction documents for easy identification during field inspection. Exceplion; VAV conlrols are not required for zones where at least 75% of the reheating and recooling energy is made available through lbe use of site-recovered or sile solar energy. These zones must be called out in the construction documents for easy identification during field inspection. Exception: VAV controls ara not required for zones with special humidity conlral requiremenls for specialized processes. These zones must be called out in the construction documents for easy identification during field inspection. - Exception: VAV controls are net required for zones that require less lhan 300 cfm of supply air provided the total airflow lo these zones does not exceed 10% of the tolal design flow rate for the system, Exception: VAV controls are not required where constant volume supply air is necessary to meet the minimum outside air requirements of Chapter 4 of the Mechanical Cede for New York State. These zones must be called out in the construction documents for easy identification during field inspection. 7. The specified system includes both warm-air and cool-air ducts. Zone terminal devices must be installed that reduce the flow of air through each duct to a minimum before mixing with air from the other duct. 8. Multiple-zone systems must include controls capable of resetting the supply air temperalure by at least 25% of the difference between the design supply air temperature and the design room temperature. 9. Fans over 25 hp on a variable-flow system must have electrical variable-speed drives. Generic Requirements; Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. Ail equipment and systems must be sized to be no greater than needed to meet calculatad loads, A single piece of equipment providing beth heating and cooling musl satisfy this provision for one function with the capacily for the other function as small as possible, within available equipment options. Excaplion: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automaflcaJly controlled to be off when the primary equipment and/or system is operating. Exception: Multiple unils of the same equipment type whose combined capacities exceed the calculated load ara allowed if they are provided with controls to sequence operalion of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband (a range of temperature where no heating or cooling is provided). Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. North Fork Hardware Page 8 of 9 6, The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during ceelingb) capable of aulomatically setting back or shutting down syslems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery beck-up capable of maintaining programmed settings for at least 10 hours without power. - Exception: A setback or shutoff conlrct is not required on thermostats that control systems serving areas foal operate continuously. - Exception: A setback or shutoff control is not required on systems with fotal energy demand of 2 kW (6,826 Btu/h) or less. 7. Outdoor.air supply systems with design airflow rates >3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while lhe equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York Stale, If the ventilation system is designed to supply outdeer-air quantities exceeding minimum required levels, the system must be capable of reducing outdeer-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-.8 when located outside the building.c) When ducts are located wilhin exterior components (e.g., fleers or roofs), minimum insulation is required only between the duct and the building exterior. Exception: Duct insulation is not required on ducts located within equipment. Exception: Duct insulation is not required when the design lemperature difference between the interior and exterior of the duct or ptsnum does not exceed 15 dogrees F. 10, All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. 11. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 12. All pipes serving space-condifloniog systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes <=1 l/2-in, nominal diameter 2 in. for pipes >1 1/2-in. nominal diameter, Chilled water, refrigerant, and brine piping systems: 1 in. insulation for pipes <=1 1/2-io, nominal diameter I 1/2 in. insulation for pipes >1 1/2-io. nominal diameter. Steam piping: 1 1t2 in, insulation for pipes <=1 1/2-in, nominal diameter 3 in. insulation for pipes >1 l/2-in, nominal diameler. Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. 13. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and celibraflon information, inctudiog wiring diagrams, schematics, and control sequence descriptions; desired or field-determined sel points must be permanently recorded on control drawings, at conlrol devices, or, for digital control systems, in programming commentsd) complete narrative of how each system is intended to operate. 14. Each supply air outlet or diffuser and each zone terminal device (such as VAV or mixing box) must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devises, and supply air diffusers. 15. Stsir and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use, Exceptions: - Gravity (non-motorized) dampers are acceplable in buildings less than three stories in height above grade. - Ventilation systems serving unconditioned spaces. Nedh Fork Hardware Page 9 of 9 SOUTHOLD HARDWARE STORE Fire Sprinkler Reports for Prepared By: P. Fallon August 13, 2008 FIRE -,F re Spr nk er Hydraulics Calculation Program Ehte ~om~vare ueve op , . Sentry Automatic ~prinkle? 613-723~,~095 516-593-9340 Fax Southold Hardware store Page 2 / General Project Data Report Project Title: Designed By: Code Reference: Client Name: Address: Company Name: Company Address: Phone: Building Name: Contact at Building: Southold Hardware store P. Fallon NFPA 13 Project File Name: Date: Approving Agency: Phone: City, State Zip Code: Representative: City And State: Building Owner: Phone at Building: Southold Hardware Store.fiw August 13, 2008 Description Of Hazard: Design Area Of Water Application: 1500 ft2 Default Sprinkler K-Factor: 5.60 K Inside Hose Stream AIIowance: 100.00 gpm In Rack SprinklerAIIowance: 0.00 gpm Sprinkler System Type: Maximum Area Per Sprinkler: 130 ft2 Default Pipe Material: SCHED 10 WET STEEL Outside Hose Stream Allowance: 250.00 gpm Sprinkler Specifications Make: Model: Size: Temperature Rating: 165 F Source Of Information: Test Hydrant ID: SCWA 820032 Date Of Test: 6~22/2008 Hydrant Elevation: Test Flow Rate: 2nd Test Flow Rate: Calculated System Flow Rate: Available Inflow Residual Pressure: 0 ft 1895.00 gpm 1895.00 gpm 187.58 gpm 61.72 psi Static Pressure: 62.00 psi Test Residual Pressure: 42.00 psi 2nd Test Static Pressure: 62.00 psi 2nd Test Residual Pressure: 42.00 psi Calculated Inflow Residual Pressure: 48.22 psi Calculation Made: Demand HMD Minimum Residual Pressure: 7.00 psi Number Of Active Nodes: 15 Number Of Active Pipes: 14 Number Of Active Sprinklers: 9 Minimum Desired Flow Density: Number Of Inactive Pipes: Number Of Inactive Sprinklers: 0.15 gpm~2 0 0 Active Version 6.0.185 1000 Pipe Capacity Wednesday, August 13, 2008 FIRE -,Fire ::Sprinkler ~i: :: :Hydraulics Calculation Program;: : :~ :- : , : i. ;Elite Software:Development, Inc. Sentry Automatic Sprinklers 613-723-3095 516-593-9340 Fax So~uthold Hardware store Page 3 'Fire Sprinkler Input Data Node Non-Sprinkler Sprinkler Pressure Elevation Discharge Node No. Node Description Area Group KFactor (K) Estimate (psi) (feet) (gpm) 5 Sp_rinkler 5.60 12.13 20.00 0.00 10 Sprinkler 5.60 12.40 20.00 0.00 15 Sprinkler 5.60 13.40 20.00 0.00 20 Sprinkler 5.60 15.57 20.00 0.00 21 Sprinkler 5.60 13.88 20.00 0.00 25 No Discharge N/A 21.50 20.00 0.00 26 No Discharge N/A 20.93 20.00 0.00 30 Sprinkler 5.60 16.76 20.00 0.00 35 Sprinkler 5.60 14.43 20.00 0.00 40 Sprinkler 5.60 13.36 20.00 0.00 45 Sprinkler 5.60 13.06 20.00 0.00 50 No Discharge 55 No Discharge N/A 34.78 10.00 0.00 N/A 35.79 10.00 0.00 60 No Discharge N/A 65 No Discharge N/A 43.81 10.00 0,00 48.22 0.00 0.00 Active Version 6.0.185 1000 Pipe Capacity Wednesday, August 13, 2008 , FiRE _ ~=ire Sprinkler Hydraulics Calculation Program Elite ~oftware Devel0pment, Inc. I Sentry Automatic Sprinklers 613-723-3095 516-593-9340 Fax Southold Hardware store Page 4 Fire Sprinkler Input Data Nominal Nominal Beg. End. Pipe Description Diameter Type Fitting Length Node Node (inch) Group Data (feet) Fitting Total CFactor Length Length (gpm/inch- (feet) (feet) psi) 10 SCHED 10 WET STEEL 1.500 0 T 12.00 10.00 22.00 120 10 15 SCHED 10 WET STEEL 1.500 0 T 12.00 10.00 22.00 120 15 20 SCHED 10 WET STEEL 1.500 0 T 12.00 10.00 22.00 120 20 25 SCHED 10 WET STEEL 1.500 0 T 12.00 10.00 22.00 120 25 50 SCHED 10 WET STEEL 2.500 0 2ET 65.00 32.00 97.00 120 50 55 Alarm Check Valve 1.000 Loss 55 60 Backflo Prey 8.000 Loss 65 PVC, CLASS 200 60 4.000 0 10.00 0.00 10.00 150 21 20 SCHED 40 WET STEEL 1.000 0 T 7.00 5.00 12.00 120 25 26 SCHED 10 WET STEEL 2.500 0 T 11.00 16.00 27.00 120 _26 30 SCHED 10 WET STEEL 1.500 0 T 12.00 10.00 22.00 120 30 35 SCHED 10 WET STEEL 1.500 0 T 12.00 10.00 22.00 120 35 40 SCHED 10 WET STEEL 1.500 0 T 12.00 10.00 22.00 120 40 45 SCHED 10 WET STEEL 1.500 0 T 12.00 10.00 22.00 120 Active Version 6.0.185 1000 Pipe Capacity Wednesday, August 13, 2008 , FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Sentry Au?mat!~c~p~k ers 6~3~E~2~;.~095 516-~93-9340 Fax Southold Hardware store Page 5 Fire Sprinkler Output Data C~V~r~il N~rl~ ~m',nino~ C),,f,ni,f nntn Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Qut (+) In (-) Residual Flow At Beg. Node Node Group (gpm) .. (gpm) (gpm) _ (gpm~)_ Pressure (psi) Node (gpm) 5 10 0 -19.50 19.50 0.00 Q00 12.13 0.00000 10 5 0 19.50 19.72 0.00 0.00 12.40 0.00000 10 15 0 -39.22 15 10 0 39.22 20.50 0,00 0.00 13.40 0.00000 15 20 0 -59.72 20 15 0 59.72 22.10 0.00 0.00 15.57 0.00000 20 25 0 -102.68 20 21 0 20.87 21 20 0 ~20,87 20.87 0.00 0.00 13.88 0.00000 25 20 0 102.68 0.00 0.00 0.00 21,50 0.00000 25 50 0 -187.58 25 26 0 84.90 25 0 -84.90 0.00 0.00 0.00 20.93 0.00000 30 0 84.90 26 26 30 26 0 -84.90 22.92 0.00 0.00 16.76 0.00000 3O 35 0 61.98 35 30 0 -61.98 21.27 0.00 0.00 14.43 0.00000 35 40 0 40.71 40 35 0 -40.71 20.47 0.00 0.00 13.36 0.00000 40 45 0 20.24 45 40 0 -20.24 20.24 0.00 0.00 13.06 0.00000 50 25 0 187.58 0.00 0.00 0.00 34.78 0.00000 50 55 0 -187.58 55 50 0 187.58 0.00 0.00 0.00 35.79 0.00000 55 60 0 -187.58 60 55 0 187.58 0.00 0.00 0.00 43.81 0.00000 60 65 0 -187,58 65 60 0 187.58 0.00 0.00 -187.58 48.22 Active Version 6.0.185 1000 Pipe Capacity Wednesday, August 13, 2008 FIRE -,Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Sentry Automat c Spr nk~ers 613-723-3095 516-593-9340 Fax Southold Hardware store ?a~ge 6 Fire Sprinkler Output Data Nom. Dia. F.L./ft Pipe-Len. PF-(psi) Beg. Nodal Elevation Spk/Hose Residual Inside Dia. Q (gpm) (psi/fi) Fit-Len. Velocity PE-(psi) End. KFactor (feet) Discharge Pressure C-Value Fittings Tot-Len. PV-(psi) Node (K) (gpm) (psi) (fps) Type-Grp (ft) 5 5.60 20.00 19.50 12.13 1.50 19.50 0.01246 12.00 0.274 10 5.60 20.00 19.72 12.40 1.682 2.82 T 10.00 0.000 SCHED 10 WET STEEL 120 0 22.00 0.053 10 5.60 20.00 19.72 12.40 1.50 39.22 0.04540 12.00 0.999 15 6.60 20.00 20.50 13.40 1.682 5.66 T 10.00 0.000 SCHED 10 WET STEEL 120 0 22.00 0.216 15 5,60 20.00 20.50 13.40 1.50 59.72 0.09884 12.00 2.174 20 5.60 20.00 22.10 15.57 1.682 8.62 T 10.00 0.000 SCHED 10 WET STEEL 120 0 22.00 0.500 21 5.60 20.00 20.87 13.88 1.00 20.87 0.14080 7.00 1.690 20 5.60 20.00 22.10 15.57 1.049 7.75 T 5.00 0.000 SCHED 40 WET STEEL 120 0 12.00 0.404 20 5.60 20.00 22.10 15.57 1.50 102.68 0.26942 12.00 5.927 25 0.00 20.00 0.00 21.50 1.682 14.83 T 10.00 0.000 SCHED 10 WET STEEL 120 0 22.00 1.479 25 0.00 20.00 0.00 21.50 2.50 84.90 0.02129 11.00 0.575 26 0.00 20.00 0.00 20.93 2.635 5.00 T 16.00 0.000 120 0 27.00 0.168 26 0.00 20.00 0.00 20.93 1.50 84.90 0.18951 12.00 4.169 30 5.60 20.00 22.92 16.76 1.682 12.26 T 10.00 0.000 SCHED 10 WET STEEL 120 0 22.00 1.011 30 5.60 20.00 22.92 16.76 1.50 61.98 0.10586 12.00 2.329 35 5.60 20.00 21.27 14.43 1.682 8.95 T 10.00 0.000 SCHED 10 WET STEEL 120 0 22,00 0.539 35 5,60 20.00 21.27 14.43 1.50 40.71 0.04864 12.00 1.070 40 5.60 20.00 20.47 13.36 1.682 5.88 T 10.00 0.000 SCHED 10 WET STEEL 120 0 22.00 0.232 40 5.60 20.00 20.47 13.36 1.50 20.24 0.01335 12.00 0.294 45 5.60 20.00 20.24 13.06 1.682 2.92 T 10.00 0.000 SCHED 10 WET STEEL 120 0 22.00 0.057 25 0.00 20.00 0.00 21.50 2.50 187.58 0.09229 65.00 8.952 50 0.00 10.00 0.00 34.78 2.635 11.04 2ET 32.00 4.330 120 0 97.00 0.820 50 ACV 10.00 34.78 187.58 55 1.00 psi 10.00 35.79 Backflo 10.00 35.79 187.58 55 Prev Active Version 6.0.185 1000 Pipe Capacity Wednesday, August 13, 2008 FIRE -,Fire Sprinkler Hydraulics Calculation Program Sentry Automatic Sprinklers 613-723-3095 516-593-9340 Fax Fire Sprinkler Output Data Elite Software Development, Inc. Southold Hardware store Page 7 Nom. Dia. Beg. Nodal Spk/Hose Residual Elevation Inside Dia. End. KFactor (feet) Discharge Pressure C-Value Node (K) (gpm) (psi) 60 8.00 psi 10.00 43.81 F.L./ft Pipe-Len. PF-(psi) Q (gpm) (psi/ft) Fit-Len. Velocity Fittings Tot-Len. PE-(psi) (fps) Type-Grp (ft) PV-(psi) 60 0.00 10.00 0.00 65 0.00 0.00 0.00 PVC, CLASS 200 43.81 48.22 4.00 187.58 0.00733 10.00 0.073 4.072 4.62 ..... 0.00 4.330 150 0 10.00 0.144 Active Version 6.0.185 1000 Pipe Capacity Wednesday, August 13, 2008 FiRE · Fire Sprinkler Hydraulics Calculation Program Ehte Software Development, Inc. Sentry Automa[c Spr n~J,e,? 613-723-3095 516-~593-9340 Fax Southold ~ardware store Page 8 Fire Sprinkler Output Data Flowing Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Area Group Sprinkler Elevation Pressure (ft2) Density Discharge Node No. Code KFactor (K) (feet) (p~i) (gpm/~f?) (gpr~) 5 5.60 20.00 12.13 130.00 0.150 19.50 Sub Totals For Non-Group 130.00 0.150 19.50 10 5.60 20.00 12.40 130.00 0,152 19.72 Sub Totals For Non-Group 130.00 0.152 19.72 15 5.60 20.00 13.40 130.00 0,158 20.50 Sub Totals For Non-Group 130.00 0.158 20.50 20 5.60 20.00 15.57 130.00 0.170 22.10 Sub Totals For Non-Group 130.00 0.170 22.10 21 5.60 20.00 13.88 130.00 0.161 20.87 Sub Totals For Non-Group 130.00 0.161 20.87 30 5.60 20.00 16.76 130.00 0.176 22.92 Sub Totals For Non-Group 130.00 0.176 22.92 35 5.60 20.00 14.43 130.00 0.164 21.27 Sub Totals For Non-Group 130.00 0.164 21.27 40 5.60 20.00 13.36 130.00 0.157 20.47 Sub Totals For Non-Group 130.00 0.157 20.47 45 5.60 20.00 13.06 130.00 0.156 20.24 Sub Totals For Non-Group 130.00 0.156 20.24 Totals For All Groups 1170.00 0.160 187.58 Active Version 6.0.185 1000 Pipe Capacity Wednesday, August 13, 2008 FIRE; Fire Sprinkler Hydraulics Calculation Program I Sentry Automatic Sprinklers 613-723-3095 516-593-9340 Fax Elite Software Development, Inc. Southold Ha~'dware store Page 9 Fire Sprinkler Output Summary HMD Sprinkler Node Number: HMD Actual Residual Pressure: HM~Actual GPM: IS,n_ r, kler $'i, mmarY 5 12.13 psi 19.50 gpm Sprinkler System Type: Specified Area Of Application: Minimum Desired Density: Application Average Density: Application Average Area Per Sprinkler: Sprinkler Flow: Average Sprinkler Flow: 1500.00 ft2 0,150 gpm/ft2 0.125 gpm/ft2 166.67 ft2 187.58 gpm 20.84 gpm Maximum Flow Velocity ( In Pipe 20 - 25 ) Maximum Velocity Pressure ( In Pipe 20 - 25 14.83 ftJsec 1.48 psi Allowable Maximum Nodal Pressure Imbalance: Actual Maximum Nodal Pressure Imbalance: Actual Average Nodal Pressure Imbalance: Actual Maximum Nodal Flow imbalance: Actual Average Nodal Flow Imbalance: ~'~vnr~al:l Nn~k Riimm~r~ Number Of Unique Pipe Sections: Number Qf Flowing Sprinklers: 0.0000 psi 0.0000 psi 0.0000 psi 0.0000 gpm 0.0000 gpm 14 9 Pipe System Water Volume: 12.63 gal Sprinkler Flow: Non-Sprinkler Flow: Total System Demand Flow: 187.58 gpm 0.00 gpm 187.58 gpm Minimum Required Residual Pressure At System Inflow Node: Demand Flow At System Inflow Node: 48.22 psi 187.58 gpm Active Version 6.0.185 1000 Pipe Capacity Wednesday, August 13, 2008 Sent~J Automatic Sprinklers 613-723-3095 516-593-9340 Fax Fi~~~ Data Elite Software Development, Inc. SouthoId Hardware store Page 10 100 90 80 70 60 50 40 30 20 0 2 4 6 8 10 Flowrate(xlO0) gpm 16 18 20 Adjusted Hydrant Data Static Pressure: 62 psi Test Residual Pressure: 42 psi Test Flow Rate: 1895 gpm Demand Point Data Calculated Residual Pressure: 48.22 psi i Calculated Flow Rate: 187.58 gpm I Excess Available Inflow Residual Pressure: 13,51 psi Active Version 6.0.185 1000 Pipe Capacity Wednesday, August 13, 2008 NYSUNIFORM FIRE PREVENTION AND BUILDING CODE COMMERCIAL & MULTIPLE DWELLING,OCCUPANCIES NYS BUILDING CODE (B) NYS FIRE 'CODE (F) NYS PLUMBING CODE (P) NYS MECHANICAL CODE (M) NYS FUEL GAS CODE (FG) NYS ENERGY CODE,(E) Date: Reviewer: Building: Location: Req'd Actual 'No Topic Section or Allowed 1 Occupancy B-302 3 ~ Heigltt& Bldg Area a-503 ' ' ~ Tabular Area . B-Table 503 Stt~ries al Owed" ' ' Tabular Height · /~/~,,~. 4 Height Modifications B-504 Sprinkler Tabular Height (feet) Tabular Height (story) ? Increase Allowed .~ / / / Total Height Allowed 5 Area Modifications B-506 (See work sheet) Area Increase formula ..Eq 5-1 Frontage B-506.2 Eq 5-2 (P) perimeter of bldg (F) frontage of bldg (VV) width, open space Sprinkler B-503.3 Single story 300% Multi story 200% Total Area Allowed Page 1 of 8 No Topic Section Req'd or Allowed Actual 6 Atriums B- 404 Definition B- 404.1.1 Sprinkler Protection B- 404.3 Smoke Control B- 404.4 Enclosure B- 404,5 Auto Fire Detection B-404.6 Interior Finish B- 404.8 Travel Distance B- 404.9 7 Distance separation B-Tbl ~02 ExteriOr Wall Openings B-TbI'.704.8 8 Fire Rated Const'n Accessory Occupancy B-302.2 Mixed Occupancy B-Tbl 302.3,3 Fire Walls B-705 Fire Barrier B-706 Shaft EnClosure B-707 Fire Pa.ition B-708, Smoke Barriers B-709 Opening Protectives B Tb1'714.2, Fire Blocking . B-716 · Draft Stopping B-716,3 Interior Finishes B-Tb! 803,4 9 Interi°r Envlr°nment MIn, Rm' Dlmensi°ns B'~1207'1 Min. Ceiling Height B-1207,2 Ventilation B-1202.1 Light B-1204.1 Page 2 of 8 No Topic Section Req'd or Allowed Actual 10 Exits- Occupant Load B Tb11003,2.2 One Exit Permitted B Tb11005,2.2 ~.-~ Egress Width B- 1003.2.3 (per o~upant) Ceiling Height B- 1003.2.4 ~,, Signs B- 1003.2.10~ Egress Illumination B--1003,2.1~ ~ 11 Egress ComPonents D~r Size 9- 1003.3.1.1 ~ Door Swing B- 1003.3,1 .~ Locks / Latches B- 1003,3.1.8 Panic Hardware B- 1003.3.1.9 Staim ~ Headroom ~-1003.3.3.2 Tread/Riser ~-1003.3.3.3 /~' Ve~cal Rise B;!003.3.3.6 Handrails ~-1003.3.3.11 / ?~ ~lt Access Remoteness B-1004.2.2.1 Tmv~stan~ B-1004.2,4 C°~id°m Fire Rating B-10~.3.2.1 Wid~ B-1004.3.2.2 Dead ends B-1~.3.2.3 · 13 Exterior Wall Coverings B-Tb11405.2 Combustible Finishes B-Tb11406.2 14 Roof Assemblies Chapt 15 Material ~pe(s) Page 3 of 8 No Topic section Req'd or Nlowed, ActuaI 15 Structural . Snow Load - Ground B Fig 1608.2 Snow Load. Roof ' · ASCE 7.98 (¢a/c.) " Drifting Snow B-i608;7 ~ 0~j~ Ponding B-1608.3.5 .Fl0or Load!rig · B~bl 1607.1 ,Balcony Loading = 'B Tb11607:1 i. Flood Plain ' B-1603.1.6 Wind Loading B-1609 Seismic i~oadin~[ (calcJ =Foundation Depth ' B-1805.2 46 sW, mm~.g %o~s B-3~09 i=mergency Ughts. B-1003~3.11 Emergenc~.POWer B-:10~3.2.11.2 Exempt Buildings , B-1104.4 ' ' ' ~~. /#'bf Sieeplng R°°ms : B.Tb.~i107 6 1 1. · ServiCe Cotifitem ' B-t109.12.3 ' sUppl~mehtal.' Appendix E . ,Re~uireme.ts. Page 4 of 8 No Topic Section Req'd or Allowed Actual 19 Fire Protection Efl'p Sprinkler Systems F-903 Extinguishing Systems F-904 Standpipe Systems F-905 / Fire Extinguishers F-906 Fire Alarm Systems F-907 Smoke Detection F-907 Hi-Rise Fire Safety F-907.2.12 Visible Alarms F-Tbl 907.10.1.2 Smoke Control F-909 Smoke Vents F-910 Fire Pumps F-913 Kitchen Hood Ext' 7 F-609.8 , / / 20 Plumbing Cod~~ Fixture Count P-Tbl403.1 ~ Water Su D,v Service' Pipe Size P-603 Fixture Pipe Size P-603.1 Pipe .Material P-'~bl 604.5 Labor Law Art. 10-A NY8-904.6 ' Pipe IdsUlation Energy Code Lawn.Irrigation P;608.16.5 Pipe Freezing P-305.6 Drain Pipe Size P-Tbl 709.1y Drain Pipe Material P-702 J Vent Size P-Tbl 91~.4 Pipe Hangers P-Tbl 308~5 Air Adm ttance Valves P-917 ~ Page 5 of 8 No Topic Section Req~d or Allowed Actual , 21 Mechanical Code Ventilation Rates M-Tb1403.3 Propane Below Grade M-502.8.10.1 Dryer Exhaust M-504 Kitchen Exhaust M-506 Kitchen Hoods M-507 Kitchen Make-Up Air M-508 Chimney Termination VI-Tb1511,2 Nr Plenums ' M-602 Fire & smoke Dampers M-807.5.1 Combustion Air ~1.701 Confined Spaces-Def. M-202 22 Fuel Gas Code Al~pllance Location FG-303 Combustion Air :G-304 . Clearance to Combust. FG-Tb1308.2 Pipe Material FG-403 Shut Off Valves FG-409 Chimney Termination FG-Fig. 503.5.4 Gas Vent Termination FG-FIg. 503,6.6 / Exit Terminal LocationFG-503~8 CuIothes Dryer Exhaust FG-613 nvented ROOm Heater FG-620 23 Energy Code (;hapter 7 (ASHRAE) E-701 chapter 8 E-802 JJ Building Envelope Mechanical System. E~03 J Service Water Heating iE 804 / · 'Lighting and PowerE-805 ! . Total~B~ilding 'Perf E~806 ~ / Page 6 of 8 R Fisher 631~765-1802x5028 SOUTHOLD TOWN FIRE INSPECTOR robert.fisher@town.southold.ny.us Page ~- NOTES ~~ ESTABLISHMENT ~-'hST~]e-~__.~_v__~_~ s/b/I &2- ~ - ~ DATE COMMENT i FireNotes SUFFOLK COUNTY WATER AUTHORITY 2045 Route 112, Suite 5, Coram, New York 11727-~08~ April 17, 2008 Michael LeStrange 85 Suydam Lane Bayport, NY 11705 RE: 54795 ROUTE 25, SOUTHOLD NY 11971 Dear Mr. LeStrange: On April 15, 2008, our representative confirmed that the water service was discontinued at the above referenced location. Before demolishing the stru~ure or any excavation begins the existing lateral service must be physically severed. The physical disconnection should be approximately five feet toward the house or building from the meter vault if the meter is outside, or at the property line if the meter is inside. If the lateral service will not be retired you must proceed with caution while working around SCWA apparatus such as our meter vault and curb stop, Damage to Authority equipment that requires repair, will be charged to the owner or perspective owners account. No water service will be reactivated until all SCWA repair costs are reimbumed. Very truly yours, SUFFOLK COUNTY WATER AUTHORITY Michelle Thomas " Customer Service Supervisor 2006 National Source Water Protection Award Winner 04-Pi-P008 09:48 SOUTHOLD BUILDING DEPT 1631765950B PRGE~ TOWN OF $OUTHOLD BD'~ nING DEPARTMENT Town Clerk's Of[i~e ~outhold, N. Y. Certificate Of Occupancy THIS CERTIFIES that the buildin~ located at ... ~.~.7.9..~.. ~a..l.n..~.d.: ....... S~l~acxx Map No ............. Block No ........... Lot No .................................. conforms substantially to me ~ dated ... April ..... 2} ......, lg~.7., pursuant to wmcn ~l~ l~o. Zg~a0' ' dated .Sep2emben..a.~ ....... , 19.7.8., was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is ....... _Bui3zli,~..~itb..offtae. aDaca .................................. The certificate is issued to ...... Scott-hen. Eor~...Inc ........................... (owner, ~ of the aforesaid building. Suffolk County Department of Health Approval ..... P~,e-LX.t,~tint~ ................ UNDERWRITERS CERTIFICATE No .............. ~.~e-'.r_;xi$ting ................ HOUSE NUMBER .. ~79~ ...... Street ....... >~ .... lfa!.r~ .Read ....... ........... .(. / ........................................... .~ .... s..o.u.t.~o.%.d,..~.Le/lo..r.k. ....... FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 19, 2007 TO: Eastern Breezes Realty LLC 54795 Route 25 Southold, NY 11971 Please take notice that your application dated October 19, 2007 For permit for to make demolish an existing real estate office and construct a new building for use as a hardware store at Location of property: 54795 Route 25, Southold County Tax Map No. 1000 - Section 62 Blockl Lot 3 Is returned herewith and disapproved on the following grounds: The proposed use requires site plan approval from the Southold Town Planning Board. ANalhO~lzed ~i~fi~.~ ~ Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board,~ April 15, 2008 Mr. MichaelLeStrange 85 Suydam Lane Bayport, NY 11705 Re: Proposed Site Plan for North Fork Hardware - Approval 54795 Main Road, Southold SCTM#1000-62-1-3 Zoning District: Hamlet Business (HB) Dear Mr. LeStrange: The Southold Town Planning Board, at a meeting held on Monday, April 14, 2008, adopted the following resolution: WHEREAS, this site plan is for the proposed new construction of 3,694 sq. ft. of first floor retail, 3,000 sq. ft. of basement storage, 392 sq. ft. of accessory office, and 2,000 sq. ft. of attic storage with 27 parking spaces provided on a 20,002 sq. ft. parcel, located approximately 769' west of Boisseau Avenue, on the north side of State Road 25, and known as 54795 Main Road, in Southold; and WHEREAS, on February 11, 2008, The Southold Town Planning Board granted conditional approval to this site plan, with five conditions that needed to be met prior to the endorsement by the Planning Board of the site plan; and WHEREAS, on April 3, 2008, the agent for the applicant submitted materials that satisfied those conditions for approval, including the Suffolk County Department of Health approval, New York State Department of Transportation Highway Work Permit, drainage specifications for a larger trench drain in the driveway, and a landscape plan; be it therefore RESOLVED, that the Southold Town Planning Board grants Approval, and the Chairperson is hereby authorized to endorse the site plan drawings numbered S-1, S-2, S-3, and S-4 dated March 27, 2008, prepared by Robert I. Brown, Fairweather-Brown Design Associates, Inc. North Fork Hardware Pa.qe Two April 15, 2008 If you have any questions regarding the above, please contact this office. Very truly yours, Jerilyn B. Woodhouse Chairperson encl. CC: Southold Town Building Department Southold Town Engineer/Highway Department Mark Wolfgang, New York State Department of Transportation Mr. Robert Brown, Agent for the Applicant PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Date: To: From: RE: MEMORANDUM October 9, 2007 9' ? " -2 ~ Damon Ra[lis, Building Permit Examiner Bruno Semon, Senior Site Plan Reviewer'~ Site Plan for North Fork Hardware Located 54795 Main Road in Southold. SCTM #: 1000-62-1-3 Zone: HB Status: New Site Plan Application received on September 27, 2007. In response to the SPUD review, attached you will find a site plan labeled S-1 prepared by Fairweather Brown Design Associates dated September 21, 2007 and a Preliminary set of construction plans dated September 26, 2007. The documents are being forwarded to you for review. It appears that the square foot of the proposed building triggers Town Code Section 280-44 A (7) Retail Stores. This site plan is for the proposed new construction of a 3,938 sq. ft. of first floor retail, 3,938 sq.ft, of basement storage and 3,000 sq.ft, of attic storage with 26 parking spaces provided on 20,002 sq.ft, parcel in the HB Zone located approximately 769' w/o Bosseau Avenue on the n/s/o NYS Road 25 known as 54795 Main Road in Southold. SCTM#(s) 1000-62-1-3 In reference to the above, thc Site Plan reflects the Current proposed build out of this site. Site plan enclosed is for your records and does not need to be returned to the Planning Board. Thank you in advance. cc:file Housing Code Inspection September 20, 1978 54795 Main Road B-2 Southold, N.Y. Tax Roll: occupied: Scott-Ben Corp. Inc. Dr. Jerome Bloom Upon receipt of an application for a Pre-Existing Certificate of Occupancy I made au inspection of the building at the above csptioned premises. I was admitted to this building by Dr. Bloom and began this inspection at approximately 12:30 P.M. This bui%d&ng is a one storm wood frame structure constructed on cement block foundation. Ground floor contains four rooms used for office facilities, a half bathroom containing a toilet and lavatory, two small rooms used as laboratories each containing a sink, and a rear entry vestibule. Access to full cellar is within the building. Heat is furnished to all rooms i~om an oil fired furnace located in the cellar. I found no violations of the Housing Code, Chapter 52. Code of the Town of Southold, N.Y. Inspection was completed at approximately 12:45 P.M. Building Inspector I BLDG. OEP,r TOI~N OF SO[~[~iOLD STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING; :~SO VETERANS MEMORIAL HIGHWAY HAUPPAUGE~ N.Y. 11788-5518 January 15,2009 Southold Town Hall 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Building Department Attn: Michael J. Verity Reference: New York State Department of Transportation Highway Work Permit #10-07-0592 for 54795 Main Road LLC to construct and permanently maintain sidewalk, curb and driveway on the north side of Route 25 at mile marker 1615 as proposed Ace Hardware Store. Mr. Verity, The work as described for the above mentioned Highway Work Permit has been completed to the satisfaction of the NYSDOT Resident Permit Engineer and is clear of any holds or restrictions. If there are any questions on this matter, please feel free to call me at (631)727-1731. Kevin E. Matthaei Resident Permit Engineer Residency 03, Riverhead Cc: B. Semone, Planning Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: 8,C,T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION CFA STORM-WATER, GRADING1 DRAIHAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF N~=W YORK, Item Number: 1 2 (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Will Ihis Projec( Retain All Storm-Wa[er Run-Oh' Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by silo clearing and/or construction activities as well as all Site Improvements and the permanenJ creation of impervious su~aces.) Does the Site Plan and/or Survey Show All Propaaed Drainage Structures indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Sudace WaterFIow[ 3 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cub c Yards of Mmedal within any Parcel? 4 Wlll this Application Require Land Dislurbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? 5 Is Ihere a Natural Water Course Running through the SRe? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wegand or Beach? 6 7 8 9 Will there be Sile preparation on Existing Grade Slopes which Exceed Fi.een (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or olher impervious Surfaces be Sloped lo Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material Removal of Vegetation and/or Ihe Construclion of any Item Wilhin the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Wilt this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? Yes No NOTE: lfAnyAnswertoQuestionsOnethroughNineisAnsweredwitnaCheckMarkintheBox, aStorm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION: Yes No Does 1his pro]ecl meal the minimum Mandards for classification as an Agricultural Projecl? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl -- __ STATE OF ~EWYORK, ~_~ ~ LOUN~IW OF ..~ ......... .........~ ---.~ -- ~,, , ~(~ being duly sworn, du'pos~s and says that he/she is d,e apl0~C~:t for Po,ri, it, That I Owner and/or rcplGsentabve office Owaer o~ O~el's, and ls duly aud~onzGd to pc1 form o~ haw perfon~md m~e m~d file d~s applic~Uon; ~at MI s~temen~ con.ned in ~s applmadon ar6 b~6 to d~e best ofi~s b~owledg~ ~d bdJ~ d~at dm work will b6 pOI'rOI mod in dm m~61 sGt ~o['[h m d1¢ applica~on filed be~ Sworn to before m~is; ~ ' . / ./ ~-_~¢~ SURVtE"r' OF PROPERTY 51TUATE, 50UTFIOLD TOI'IN-' 50UTHOLD 5,Ut=FOLK COUNTY', NY .SiJR'v"C~'KDD'= JULY' ~, 200-1 FOUNDATION LOC, ATION JUNE ICi, .GUFFOLK C, OUN'F¥ TAX I000- ~2- I - D N $ou~old Hardware Corp. ,~9: . ~-\©~ Stewaxt Title ~surance Compauy ~¥ ff~©~-P' ' ,,~¢_ ~ 0~'~00~' E NOTES: · MONUI"I~-IIT FOUND AREA = 20,O02.DcUI~ ~.. F. OR. 0.45q2 A~r'e~ 6RAPHI6 5GALE I"= DO' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Compaqserver~pros\07~07-177 FOUNDATION LOCATION.pro OF SITUATE, 50t)THOLD TOI,,IN: 5t)FFOLK OOt)NT'"r', N'r' 5t.IRVE'r'EP~ JUL'r' ~, 200-'/ FOUNDATION LOCATION ..JUNE Iq, 200~ SUFFOLK C. OUNT'¢ TAX # lO00- ~2- I - ~ N TO: NOTES, · NIONUMENT POUND AREA = 20~:::)02.3q'f6 5. F. OR 0.4E~2 ~RAPHIC. SCALE I"= Bo' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Compaqservcr\pros\07~07-177 FOUNDATION LOCATION.pro LAND NOW OP. I=OP. MEELY OF: COLONIAL VILLAGE TENANT5 COP-,?OP. ATION IO0.O0' N72°20'50"E FUTUP-E CE095 ACCE55 12 10 PAP, RING LOT 8 7 ,~ DRAINAGE ZONE DP-JklNAGE ZONE DRAINAGE ZONE 2 PUTUP,~ ceo~ ACC~55 3 572°30'C0"W MAIN ROAD 50UTM( (5TATE .D 572°00'00"W 31.55' HOLE LOCATION 51TE PLAN SCALE= I "=20'-0" L85TP-,ANGE IT IS A VIOLATION O~ TI*I o,.~c~o. OFAU~S~ PAl RWEATM ER-DROWN ~Rcm~c~ ~o ~e ~a o, ~s oe~wiNa m DESIGN A550CIATES.I NC. ~ WA~ A~ A.. ~OPI LTERA~ON aU~ eE 205 DAY AVENUE .~T~O. S~L?. ~0 ~2~ G~ENPORT. N.Y. ~ 1944 ~E~ IN ACCORD~CE -'- .... ~ G31 -477-9752 (~ax) G31 -477-0973 Szamtard Color/or Cw' & Car Doors' Autumn White ~ Custom colors axailable upon request. Along with our Evolution LU/LA elevator; we also canT vertical pla(fi;tm l~fi, s', inclined ph~fbrm I~fis (the Pegasus), and n,siden- rial elevato~t~' (the Desti~tO. National ~fhee]-O- ~,htor k prod- ucts will add value and utiliO, to .your home or busines.s', l~, are proud to prm ide our partnerx unequalled value J¥) q~/~'t'ing products (?f the hi~hest qua]iO', complimented l~v unrivaled cus- [onleF service. This eolllmitnlell[ has allowed National NT~eeJ-O- ~itor to become the premier manqj~lctulvr in the imhistO; The National WheeI-O-Vator Co., Inc, 509 W. Front Street Roanoke, IL 61561-0348 Ph: 888-353-8898 Fax: 309~923-5091 Architectural Support: 800-968-5438 Email: sales(~wheelovator, com Web site: www. wheelovator, com PART 2 - PROI)t CTS PART 3 - EXECUTION }bur ,4uthorized Dealer is: ALL-ISLAND ELEVATOR CO. 4B Springvillc Road tlampmn Bays, NY 11946 (866) 541-7700 Fax (631) 723-1035 www.allislanddcvaror.com I o 3 4 5 G '/ 8 9 I0 II 12 13 14 15 IG 17 iiiI LAND NOW OR. FORM~P, LY 07: ~1 APR,02, 2006 COLONrAL VrLLAGE T~NANT5 COP-,POP-,ATION P,O, E~O× 1015, 50UTIflOLD. NY I ID71 ~ MAI~,27, 2008 100.00' N72o20,50,,E ~ MAP-,. I 7, 2008 ~; TIC 29,5' 00 MAR, 07, 2008 i D I ,L ~ ~OT HAStTA~LE D i~ I~ T~EDE P~N5 A~ AN INSTRUMENT O~ ~-;I I ~ ~ / / ~ ~ ~. / J 5~"ONDFLOOR, 4712 5,F, ~ 5CTM¢ I000-G2-1-3 < d 'x~ ~ E I~ E d~ APPLICANT: ~w ' ~.45 ' ~3ooow ~aoooow , ~ ~5 DUYDAM ~NE ~ 547~5 RTE, 25 (ZONE: HAML~ BUSINE~5) W~T~ U~ ~ 50UTHOLD~ ~Y , , A5 5UILT 51TE PLAN ~ ~ o ~ : . WASTE WATER SERVICE5 5CAL~: 1"=20'-0" z ~ ................ %_' [ -~ '~ A5 NOTED DESCRIBED IN ACCORDANm K J G E D C I 2 3 4 5 G 7 & 9 I0 I 12 13 14 15 IG 17 FINIDHED / CADT IRON COVEP-~- CADT IRON PRAM GRADE I 24,0' $ COVE~ TO G~DE · ~ '2' M~. / -~ ~ -,~*'~" ~ "~P~ ~ MIN,PITCH I/~"/~, ~~---~~ ..... MIN,?ITCH It~"1~ ~~ I [NV.~L. MIN.~"DIA. INV.~L _ OWLIN~ ~_, ~ -_ iNV~L I~ /~ 2 I.D' C~DD 2400 21.3' ~J ~ ~ _ ~ · . INV.~L. ~ ~ 20'~ 2O.G' PI~E OA ~QUIVAL~NT ~ . ~ITCHED I/4"t I' 5CD~ ~[ --_ ~ ~ ~x ~ '* ~"'~ A~OVED - MIN,4" DIA, aCDHa -- ~1,200 GAL.c~s~ 2400 ~ ~ ~ APPROVED ~ PIPE OR EQUIVALENT ~ ~ ~ ~ i~ ~ ~ LEACHING ~ ~ ~ ., ~, ¢ t f _.} l~ .%~¢ SEPTIC TANK ~ ~ ~POOL ~ ! ~o~~ -- ' ~, ~ -- ~, ~ '' DIA. ~ '' LAND NO~ OR FORMERLY OF: PAOPODED DEPTIC 5YDTEMDETAILN72 2° 00.00' o~~ *~o~¢~o~ N.T.5. WATER NOT ENCOUNTERED ~ ;':f" I ~ MA~.O?, 200~ "~ ' ' 4 4.0 _ / LAND NOW O~ FO~M~LY OF: .......... I ......... FEB. 14. P,O, BOX 1015, DOUTHOLD, NY rl97~ I ZONE: HAMLET DUDiNE55z % / 12 13 14 15 16 17 18 ~ 19 20 I ~ 0 ; Z ~ 0¢,15, 2007 5ANITA~Y CALCULATION5 ANK Z -- ~ Z GROUND WATE~ MANAGEMENT ZONE 4 . NEW A~PH~ _T PAVED PARKrN~ LOT ~ ~ ~L28 ~ .... ~ ,, "~.__~ ~ .... ~ 0 ALLOWABLE FLOW GOO~pgacre CUTU~[ m z ~ I :0 ~ ~ LOT A~A O,4G ACAE Icra55 BOLLA~5 x ~/ ~ ~ ¢C~55 ~ ,/ I F~ ~ ~2007 DINGLE AND 5EPA~TE LOT WITH ACC~55 LAND ~ANK~ % - ~ ' ¢ CU~ ~ ~ ~ ~ ~ J ALLOWABLE DEN51~ 300~Fd m 5PAC~ ~ ~ 9 m ~ /CUT ~ ~ - ~ 0 m o m 0.03 epgsf x 369G sf = I I I ~pd ~ ~ ~ ~ s, ~ o ~ 0 ~ WA5 TESTED FOR POLUTANT5i o~ 5ECOND FLOORDTO~GE ~ ~ '/~//2 11 [~l .... -- -- ~ :~ ~f~ ~ NOTE~_ ~I oo TOTAL AEQUI~D: ( 207~Fd ) ID LED5 THAN ~/~ b E ~ ALLOWABLE DENDI~ ~ //¢/~ ~ 2~ III I~ (7~L~NBCYF~552L3'EXISTING SITE ..... Provmd¢ I ,200 ~al 5ep~mc Sank, 8' DIA.x4' ED ~ -- ~ ~ ~Nf//~ I M 1'; L __ m_ I ~ ] 0 ~ ~ 0~,~¢//~ , . ~ U ~~mo1STORYTISAVIO~ONOF~E ~ '- 7 '~ ~ ~*'m EHLERS, LIC. ,,~ ~ - ~ ~ FRAME I dayflow, 207epd. ~ ~ ~ ~ ~= ~ N~W ~ ~ ~ ~ SURVEYOR ~ u ~ . ADPHALT ~ -- ~ ~ 3~¢~-' o~ ~ II1 i ~l~ ~ j % m ~ ~ "S~ERATIONMUSTBE ~ ~ ~ LPI, -- ' ' m,m~ ~ x / uu ~ i i ~ P~OPER~ OWNER: ~Z O~ ~ ~ DK~ELL. ~PICAL, I j~ Z 0 0 2-~ [Fyi ~. i m: ; ~.4Ltl 5, 123 ~ (~OOF AREA) x O. I 7 x I = ~7 ~ cf ~ ~ 0 ~ · m ~ ~ ~ ~ ~ ~ ~ ~ , EA5TERN B~EZE5 o o ~ - ~ .... j j ' P.O, BOX 1103 ?rovmd¢(d) 8'ama, x4'd, pools (950,5cf) ~ ~ ~ ZONE3 . / g ~ , ~ ~ > , ~B p~ , ~- ' ~ -- -- -- , "~ , ~ ~ 50UTHOLD, NY PARKING D~INAGE t ~ ~~, ' n mN ~ASEMNNT ~ ~ ZONe, ~B ~ 1 J ~ ' %' APPLICANT: 433GDfxO, 17x I =737c~ o ~/ I ,- - t ,. ( E o -- (I)8'dma, x4'd. pool= I G6.9 cf'N~ ~ T~NCH ~ * ~ ~ : ~ 50UTHOLD, NY Provmd~ (5) 6' d,a. x 4' d. ~oob (644.5 cO PARKING CALCU~TION5 ' ~m,, /. 5TgE~T~d ~ ~.~ 5~ UTILPO 5~M~ IO00-GA-J-~ D~WINGTITLE MAIN FLOOR " AaAND ~B~ . i ' ' -- -- -- -- ,-- -- ~ ....... G~DE ELEVATION 24' , S~o~y~ mentof~i~ ~ASEMENT ~ ~,mu,~ ~ u VAlUe,OWN LOAM OL ' ~ 51T~ , - RODERT I. D~OWN, AmA .... ' - ~- ' 2000 DP ~ ~,000 5P/DPAC~ (DTO~G~, ~TC,) E 5PAC~5 ~UI~ED , . ~ ...... ' .... 3~ ~ ~ ioo S~I~PAC~ (ACC:~O~YOmC~) 4 ~PAC~ ~mUl~ .~, - - ,, ~U.~1~!~$~~" TOTAL 27 5PACED REQUI~D ". ',¢'. ' ' ~l185Z-bl~ ~o .om- ,., ....... ~91~ Ina ~w~e dl~) :~ale~ ¢ ,ny om~lio,~ ~ AS NOTED PROVIDED 20 5~ACE5 (INC I ACCE55) ' .. .. r ~ .~, - ...... . '~ ~J~ ~ ~ ~ ~ ~ ~ ~ MAR. 07, 200~ ~LUa ~ '.'~ .... i~,~m~~~~.,~ MAR - ~ 2008 ~NDBANKA~AFO~7~ .' LOT COVE~GE ~ LOT AREA 20,002 5F [ o ~ 2J' ~ ' ' ~2h~'" TOTAL PERCENTAGE5 I T E P L A N F ,m ~ ~ NO WAT~ ~NCOUNT~D LAND~CAP~ AR~A 5,~03 ~ 5CALE~ 1"=20'-0" ~ ~ LAND~CAP~ PE~CENTAG~ 2G.5 % NOTD ALL ~TRUCTU~ ~O~N ON T~[~ PLAN T~T ~OLE DATA P~OVlD~D ~Y MCDONALD G~O~CIENCE K J H G F E D C [5 A 2 3 4 5 G '/ 45 I0 II 12 13 14 15 IG IY L 5CTM# I O00-G2~ I 3 ~ ~~ ~ ~ ~ __ ~ .... 8KOWNFIN~TOCOA~E5AND 5W LAND NOW OR FORMERLY OF: ~ COLONIAL VILLAGE TENANTS CORPORATION KEY MAP mo.oo' ~ ~ ' SANITARY CALCU~TIONS ~ ~ % r.~ POPU~TIONDENSI~EQUIVALENT; ~ ~ 4 5 I ~6 ~7 ~7 18 ~9 20 21 ~ ~ ~ SANITARY DESIGN: ACCE55 D~LNAGE ;ZON~ 2 ~ ~ ~* l Sepdc tank ~2 days ~esign flow ~ 222 gpd ProvMe 900 gal septic tank I / * '* ~ e 0 I Leaching pools min. 300 gpd ?i - '23 ~>X25 I}~ 0 I ~ ROOF DRAINAGE: 0 ~ , ) /~//2 ' ' - IX ~ ~,~& 5. f 2~ SF f~OOF AREAJxO,17x 7 =8~Icf ~ 10 . ~ ~m Provide fsi 8' dia. x 4' d. pools {950.5 c~P~ ~ I ~0~ 0 O~ ~ ~ ~ ~ 5CTM¢ I O00-G2- I -3 PARKINGD~INAGE ~¢ ~ ,~' PARKINGLOT I /~X ~ ~ ¢U~<~ O O O o 0 0 2'534SFx0A7x~=431cf ~ a ~ 7 · / I =~lNL~zd I o z ~..m [fJS'dia, x4'd. pool=168.gcf . U) ~ I ' d ~ ~ -- P.O. ~OX I [O3 Provide {3J 8'dia. x 4' d. pools {506.7 cO O ~ D~rNAG~ % ~r, , :~ , o ~ ~ ~ ~ ....... ~ x ~ o APPLICANT: ZONE2 , ~ ~,, [ ~[ t~~ , ,I ~ PLAN BASED ON 30.3' ' ' -' -' ~ ¢ E' ' ~ MICHAEL LeST~NGE 2,923SFxOATx 1 =497cf I ~ 0 I ¢, ( _ o SURVY BY JOHM ' BAYPO~T, NY II 705 4336 SFxO. f7x I = 737cf 60.5' : (l)8'dia, x4'd. pool=168.ecf r7 ,~ > ~~ [( ~l J h' N ~T "' Provide (5) 8' dia. x 4' d. pools (844.5 c~ ~ 3 L~/ ' I I(~) ~ ...... __ ...... ~ NORTH PO~ HA~WARE C ~ G8.45' ~ 572'30'00"W 30O0SFe 1,000SF/SPACEfSTO~GE, ETC.) 35PACESREQUIRED ROAD DOU 'RE iON OF A LICENSED P~INT DATE SCALE J I ' '~9" AI~ [ ~ 9 NOT~' ~M~N? TO BE ~ WITH 5~ ~O~E ~ ' Z ~ J I L L_ M rOOT,~ w~.,~ ~a. L, d L J L d L d L - ' DES]GN CRITERIA INFORHATION ' H G E D C A ./ 12 13 14 15 IG ' ~@l ~® / -I I [I /~ 'o ~. ~-'- ' ..... ~ ~ ~ o ..... ~,.o. ' 'r ~ L ..... ~.... ~,l] 3/4'~ ~ ~I i I '~' [ -- I i I ~'l] ];4'' -- I I LCN~ ~ -- -- 12"PLA, GROUN.D FLOOR PLAN PROPOSED FIRST FLOOR: 3,5D8'. I GR055 5.F. 5CTM# 000-G2-1-3 PROPERTY OWNER: EASTERN DP-,EEZE5 P.O. BOX 1103 50UTHOLD, NY 11971 APPLICANT: MICHAEL LeSTP-,ANGE 85 5UYDAM I.~NE DAYPORT, NY I 1705 TOTAL K .j H D C B A / / ~ I / / ~1 / ~ / ' ~ ~-~. .., ,~'~' ., ~ I ' I~ ~ , ,, I ,, , I xx II 5CTM# I O00-g2- I -$ PP-,OPEP~TY OWNI?,.: P,O. BOX I 103 50UTHOLD, NY 11971 APPLICANT: MICHAEl. LaSTRANGE ~55 5UYDAM LANE DAYPO~T, NY I 1705 ' A I 2 ~3 4 5 Q 7 8 ~ I0 II 12 13 14 15~ I~ 17 .-~,,.~ I ~*'~" · I- -- -1 .-a. -ri __=, I--~--~m ...... ~ m 1-- L 0 I r--i ........... =-------~-'=--- - -- ~ .~ 0 ~ I I "":"*'~ ' ' I I ffRESlt AIR J J ~ ~ NOTE~ O~.~MENT TO BE ON I 'tS'q~/x 12"D. POURED ON I '4'~V x I ~" POURED J ~.'e ~-- _ ....... - ~ ~ I N~.~ ooo~ I ] F q I 1 F ~ , ~'P'~ I 0 J .. : '1 ~ I' I ~'+ ' ' · I--~ --I' ) I .... .' ~," I -- . ~ · . -- . ' -- " ' "' L I J L J L -- J L __ J L _- ] L d L ..... ,~ ~ ,-. ~ I ~--q z . ~ I ~ 'e ~ I ,~.~ I e * · · . . , .. ' ,~.~. ' I' ~ I , · i ~ ,I ' ,~,~. ~ L ,.o.. . . .~ ,~..o.. .. ,~..~ . ,~.~. , ,,,.. - ,.,. __ ., ~ ~... ,. ,. ~ . ~ t R I~ ~*~1~'~· I '1 I' I ' ' ' I I I ~ ~' I ' ' '1 ~ I '~ I, ~ I ~.. mu.~*T=o. ~ j L _ ~ L __ J L . . ] L,__ ] L __ ] ~ .... I I ~o,~. ~,,~.. '' '~ ' NO~H ~,,~o~**'~*~' I *~! I · I' ~I I,.~_ , _~_ ~.. o**~,o.~ $ ,~ ABiTABLE 5PACIE e ~ iI ~*~. ~l r - ,~,- .... r--~ r--~ r '~ r--~ ,I r--~~''~' r l~ ~ ~, -- L~ : ' q~ ~ "' I ~ I · I ~ ' ~" I .'1 ~ I' ' = " I · - ~' "~ · · . j ~'~ w,**, ~., - ' ' ~ ~,.~;;.,,~..,~- . I~I .o,, ~ I I I/_ ~" ~''~* ~' , ,~o~,.~,,~...,o,~, I I I ,, _ ---. u . ...... , o . L ' '~' ~ ff '~ ~-' . _ _, .... ~ : _ ~ _~ ~ _ ~ F . F'-$ q :~"~*' ~,.~.~,. _ ,~,-~,,~.. I _ I ,~,.~,,~. _ ,~.-~,~.. _ ,.-~,,~, _ _ DESIGN GR~ERIA INFORMATION ~, -m.' ' 1. DESIGN DENSI~ = G,P.M,/S~, ~, '~. ~ 0 U U D'A T I 0 N ~ L A N ~ DASEMENT 3 479 0 GK055 5 ~ ~' ,~,~o~,,~,c,~o,= ~.~. ' : ~ . . 3. COVE~GE PER S~RINKLER = SQ. ~. s, STO~O~S~-~.~. , ..................... J · ~CA~, ~14"~'.0'~ , 4. NO. OF SPRINKLER CALCU~TE~: HEADS PROPOSED" ~. "K" FACTOR: , ORIFICE SIZE: .,. ~u~aasto~mst,,,,-~s,~s~o~,~samm~s. jj. ~. .....~., .. 6, OCCUPANCY C~SSIFICATION: io.~s~Acmao~s~ ~q,~. . ' 'h .... . , ,, ', 7. SYSTEM DEMMAND: G.P.M. AT PSI ll,~O~CC~ATiO~S, ..., . . , .,,,' ' '."" ,: ',, ~ . '..'.... . ..... ... , '' 8. AVAI~BLE SUPPLY = G.P.M. AT PSI AT POINT ~ ~ ~ S~POR~D~S~BYNffPA~4~T~OTO~ODD~O, CLAMpmO,~ ', 1: '.~.TO~B~ 11'94~',:':{~'''.'. '",: ' "' ' ": . . ':' ~ ~ ~, ~,~.~...~, , '.,.,, ., ,,, .. ..~..~,.R ~ '~ ~.O. ~OX I I O~ ~ ~ [ ~s.m~.w~m~=~s~,mmo~s~o. ,ao~u ..¥;_ ..... .:. ,..,.: ~..... ...... ,.. ~OUT~OLD, NY I ~ ~71 , ROD SCHEOULE ~4, S~T~ISC~ATINO, ' ' I'"'"' .... " ~A~O~T, NY 11705 ., '. __ , , ','. , ~ · .................... K J G ff E D C A m GROL ND- FLOOR PLAN , PROPOCED. ,~,,,,,,-,,-~, FI~T FLOOR: 3,598. I, GR055 5.F ' 5CTM¢ 1000-62- 1-3 P~OPEE~ MICHAEL LeST~NGE · 65 5UYDAM ~NE . , TOTA~ K J H G D C II 5CTM# I O00-G2-- I PR.OPI=~TY OWNER.: EA~TER.N BP-d~EZE5 P.O. BOX I I05 50UTHOLD, NY 11971 APPUCANT: MICHAEL LcSTRANGE '~5 5UYPAM LANE BAYPOR.T, NY 11705 K, G F E D c A I 2 3 4 5 G '/ & ~ I0 II 12 13 14 15 lC I'/ 5CTM# I O00-G2- I -3 PROPERTY OWNER: EASTERN BREEZE5 P.O. BOX 1103 50UTHOLD, NY I APPLICANT: MICHAEL LeSTRANGE 85 5UYOAM LANE BAYPORT, NY II 705 F F I F 1 7 ! / / F--~ \ / / G' FLUO~CENT / 1 \ \ [ / / a .~'.rLIUO--RE.5. CI~NIT. i~ / / / / NONHAD)TAE~LE Sp~c-Eu F 1 jL LI / 7 / / F 1 / \ \ ? / I \ \ \ / .\ \ / / [ L l *' I I / I I \ [ 1 \ \ \ ] \ \ / / / / ~ ........ ~ ~ ......... / \ \ \ I I \ / / / I \ r I \ r \ \ ' '1 * I' '' \ \ ~t I ~L / / / / [ \ / FOUNDATION ELECTRICAL PLAN IT IS AVIOLATION OF 11'11= LAW FOR ANY PERSON~ UNLESS ACTING UNDER 11~I= DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ,, ITEM ON THIS DRAWING IN , ANYWAY, ANYAJTHOR17~=n ALTERATION MUST BE NOTED, SEALED, AND DESCRIBED IN ACCORDANCE FAIRWEATHER - IIROWN DESIGN ASSOCIATES, INC. 205 BAY AVE., GREENPORT, NEW YORK 119,14 631-477-9752 APR 1 S 2008 NOKTH FO~K HArDWArE THESE P~N5 AKE AN INST~ME~ OF 5~7e5 ~TE. 2~ hE,VICE ~p A~ THE p~PE~ OF FOUNDATION T~ ARCHITE~. IN~[INGEMENT5 WiLL 50UT~OLD, NY E~RICAL K J H G F E D C A I P 3 4 5 G 7 & 9 I0 II IP 13 14 15 IG I'/ ~CTM# 1000-~;)- 1-3 PRO?~RTY OWNER: EASTERN BREEZE5 P,O. I~OX II 03 50UTHOLD, NY 11971 APPLICANT: MICHAEL LeSTP. AN GE 85 5UYDAM LANE BAYPORT, NY 11705 V I I I I \ / / I I / / I / I I I I / EMER~ENOf / / / / I I I I / / / / / / / / ~ ~ L~IGDIflfTENDENT ~ ~ I I h \ \ / / / \ \ \ / / / / / / \ / / / I/ // GROUND FLOOR ELECTRICAL PLAN (~) IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEO ARCHITECT~ TO ALTER ANY ITEM ON THIS DRAWING IN AN Y WAY, ANY A.rTHORIZED ALTERATION MUST BE NOTED, SEALED, AND DESCRIRED IN ACCORDANCE WITH THE LAW, FAIRWEATHER BROWN DESIGN ASSOCIATES, INC. 205 BAY AVF~., GHEENPORT, NEW YORK 11:)44 6:') 1-477-9752 APR ! 8 2008 02007 ALL I~IGHTD I(E~ER,VED NORTH FORK HARDWARE 54795 RTE. 25 50UTHOLD, NY 0709 GROUND FLOOR ELECTRICAL DR'AW1NG NO, K, J H G F E D C A I 2 3 4 5 G '/ 8) cD I0 II 12 13 14 15 IG I'/ / / / / / / / / / / / x, / / / / / % / / // ,/il x I SECOND FLOOR ELECTRICAL PLAN / I % I / / / / / / / / / / /;1 5CTM# 1000-(;2- 1-3 PROPERTY OWNER: EASTERN BREEZE5 P.O. BOX 1103 SOUThlOLD, NY 11971 APPLICANT: MICHAEL L~STP-d, NGE 85 5UYOAM LANE BAYPORT, NY I 1705 iT IS A VIOLATION OF THE LAW FOR ANY PERSON~ UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT~ TO ALTER ANY , - ANY WAY. ANYA_TRORIZEB , ,~OTED, SEALED, AND DESCRIBED IN ACCORDANCE FAIRWEATHER - BROWN DESIGN ASSOCIA! LS, INC. 205 BAY AVE., GREENPORT, NEW YORK 11944 631-477-9752 NORTH THroE P~N5 A~ AN INSTRUMENT Or 54795 RTE. 25 THE A~HITE~. INPEINGEMENTD ELE~RICAL ~ .~UT~. 0709 K J I'-1 G F 15 D C A ,I 2 3 4 5 G '/ & 9 I0 II 12 13 14 15 IG I'/ TEST HOLE DATA O0 NOT PR~E~ ~H 5UeM~WEU TO ~h~ ~,/. ,, ~ND NOW O~ FO~Y OF: G~DE ELEVATION 24' ~ _~ ~ _~'~ ~ '~' P,O, BOX ~0]5, 50UTHOLD, NY 1197J 2.5' B~O~ D[L~SAND DM INV,EL MIN4"DA INV, EL ]~ ELOWUNE - ~ .,~. I ~ ~ .., ,. - b 3 '~ :L270 ~-- 5EPTICTANK ~ ~OOU ~ ~ ~ ¢ z ~ . 12 15 14 15 16 17 18 ~ 19 20 ><~. '~ BI~CH T~E ALL PLUMBING W~ - ¢ ~ ~ NEW ~PHALT PAVED PA~N( LOT ~LL .'2~ TRAING ~EFORE¢~ i ~ ~ ¢ ¢~ ¢ I ~ ¢ COMPLY WITH ALL CODES OF ~ _~ i s~ % ~ 91 I T~ /CUT. ~ ~ NEWYORk STATE & TOWN CODES ,~ ~ ¢ ~C*T~S ~ APPROVED AS NOTED ~ ~.~¢, ~:;/~//: .~ ,-, ~ [ ~ 11'9~ ~: . , A~OOrD~iN~E LAND NOW OR FORMERLY OF: Le2[~ ////~ ~ ~, I I ~ J ~ J I1',[~ ,J'";~ .... DATE:¢I=~ B.P.¢ COLONIAL VILLAGE TENANTS CORPORATION rm ~4. ; . ,, III = ICJ Il/: el ,,~-,~0~ 8AM TO 4PM FORTHEOCCUPANCY OR N-7;720'o, gO O0 ~ FOLLOWING INSPECTIONS: E E , , ~ JAN. I 5, 200G O~ --~ ~X ~ ~ '~//X~/~//~/~ ~, ' "' ;-- *~l ~ ' -- ~.~o.o~m~ ~I lll ~'' .~,l ~_ 1.FoRFOUNDATION'PoURED CONCRETETWOREQUIREDUSE IS UNLAWFUL' '-~L~)'~-_.............. if * *- >' ~'-- - .' , '* ~ > WITHOUT CERTIFICt ~TE · JAN.02, 200¢ ~ ~ a - 8 "~ 7 . I~ I b. I > z 2. ROUGH- FRAMING &PLUMB[NG ~ > ~ ~ ~ ~ ~PH -- ~ i ' ~ F 3. INSULATION ~ ~ .. *,T ~ OF OCCUPANCY -- ~0~0~ ~Od¢CT: ~ ~ ~ o ~ ~ I,~ ,Arm ~//}- ~~~ ~ ~ 4. FINAL- CONSTRUCTION MUST '/', 1'3' %'X ,[ ~ DEC.O¢. '*7 o . ~ ~ ~ B I 4 ~ ~ - i I I ~ -- I I I I Il , I 0 ~ ~ BE COMPLETE FOR C.O. ',, NOrm ~O~,A~WA~ = ~ ~ 5 ~, ~ [-. o 6 ; ~ ' I I I ~ -- I J ill ', ~~ = ~ : A~ CONSmUOT~ON S,ALL ~E~T TH, ALLCONSmUCTIONS~LL ~ ' ZONE:HAM~TBUDINE5D o~ .~ ~ ~'~D~ -~& III II Ir J~'~'.~ o ~ ~ RE?JtREMEN%SOFTHECODESOFNEW ME~THEREQUlREMENTSOF]HE ~ TO DE REMOVED I &~ ~ 5~,~,2~7 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~. FLOOR,VEL I~I III ~ ~ ~ ~ ~ YO¢;;(STATE. NOT RESPONSIBLE FOR ' '"'"" 5ANITA~Y CALCU~TION5 ~ ~ ~ ~ ~ ~ [~ ~ P~oPo5~p 5 t~ u~ z- ~ ~1~ ~1~ ~ .I ~ ~ J J~ ~ J ~ ~ ~ ~ DESIGN OR CONSTRUCTION ERRORS. CODE8 OF NEW YORK STATE .,%, - '- III II III ' GROUNDWATE~MANAGEM~NTZONE4 ~ ~ ~ ~ -- DK~ELL ~ ~ ~ ~ ~ '"' ALLOWADLE PLOW GOO~p~acre < 0 ~ ,~ ' , ~ ~ ~ ~ ~ ~ ~ ~ ~ .~ ~ < ~ - RETAIN STORM WA~R~OF: LOT A~ 0.~ ~0~ J ~ ~ 9 ~ D~NA~ ~ _ iii II ~ I1~ 01~ ~ ~ = CE~F~C~ ~U~SU~m~O O~A~ q 8 ~ZONE3~ III ~ -- Iii II]~ I~ ~ NAILING&CONNEC~ OF THE TOWN CODE"~/"' ~ ~ CO ~ ALL~'GHT~E~V~D ALLOWABLE DENSI~ 300gFd ~ '~ - ~ - * ' IN B~EMENT a ~, ,.,~,~, ] / o ........... PI~T FLOOR D~Y 5TORE (no F¢oce55 waist d~schare¢) % ~ "' ~0'-u ~ - ~ ~ ~~)1 25TO~ ~M[ ~u~m~e x. -q . glNWA~R ' ' ~ ALLOWABLE DEN51~ ~ ~-~ ,' ~ -,2~ 2 , x ~ ~ - > 0 * ~; ~, J}~ll * ~ ';ll- x t,- * J' '1'" I BI o ..... ~; .......... . ,~?;-' ~m k x TO BE REMOVED 5ep~,c ~ank (~ aay* ~e*,g, flow) ~ 414 gpa i~ '" ~u~ ~'~ [~ ~*~*n, ¢ ,'~ , J BI ~ l ~ ' o hO ": % APPROX.LOC. OF CP 5Y3~ ~ m Prow~¢ 1,200 ~al 5~pbc Sank, 8' PlA,x4' ED 0 ~ WA5 TESTED ~0~ POLUTANT5 J day flow. 207 gpd. ~45'L '- * -.. ~-"' I~572~30'00"W ', 5~200~'0¢'W ~1 ',., ~ ~ ' REM[DIATION HA5 BEEN x~) . ~_ ~... ~z ~ .l '-'-~ ...... CL,~PLYWITHC~ER"~" ..~'~ ............. ~.~ w .... ~-..-..~ ......... ~ ....................... :~ ....... . ..................... ~=~t ~_ ............ . ~ C~) ' ,/ PERFORMED ¢ TEST RESULT5 m ............. ....................... o . 1355f/25.15f=GCneeded -- pSle , '-, . -. 350gCU~ or 77 FLOOD DAMAGE,~VENT~ '-¢ ~ ..... _ ~,- ' ...... ~~;~ ........ : ..... sOUTHOLD TOW ~,GOBE. 0 C) ~UBMI~ED TO POLLUTION (~O ~ ~ NOTE; R~PAIR ~ISTiNG 5~OULDE~ 51D~AND . .. ~, ,, ! ........... _ ~ 5CTM¢ I O00-G2- 1-3 D~INAGE CALCU~TION5 UU~,N6 ~ ORDERED BYSTATE ENGINE~A, EXlSTING SITE 9.2' 5, 12~ $P (AOOP AREA) x O. I 7 x I = ~71 cf ~ ..... ~'~ -- -'t ~ ~ -- - ****OX.~O&Or~U~*~A~A -- _ ~ . '*UHgER~BC~" PLAN BASED ON~o,~T-'- ~-7~ - TO 5E R~MOV~D ~ PROPER~ OWNER: RE~I~O SURVY BY dOHN ~ r.~ EASTERN (I)8'dta. x4'-G" d. ~ool= JgO. I cf ..... ~ EHLERS, LIO. 1 S%ORY , ~ P.O. ~OX I 103 PrOVIde (5) ~' alia. X ~' ~, ~0015 (~50.5 Cf) NOTE: CONT~CTO~TO CLEAN ~ISTiNG ~INAG~ D~IND (ZONE: HAML~ BUFIINEDD) ~]T~ LINE SURVEYOR , FRGAME - ALONG AND IMM~DIATE~M AD, IACFNT T~ T~ ~1 tTF 9~ ~lTF HOIUSE ~1 ~ DOUTHOLD, NY PA~K[NG D~INAGd ~ONTAG~ AT THE COMFFL~ION Off CON5%~U~ION ' ~ ~ ~ APPLICANT: ZONE I ~ ~ [ 60.5' ~ MICHAEL LeST~NGE ~ 85 ~AM LANE ( I ) 8' a~, x 4' a. pool = I ~8.~ c~ ~ ~ BA~O~T, NY I T E P L A N " (I)8'dla, x4'd. Fool= IGS.gcf ~ ~ ~ .~ .... Provide (3) ~' dia. x 4' d, ~ool5 (50G.7 cf) 5CA~: J"=201-O" ~ ~~~ xI ~ PROJE~ TIT~ ZONE 3 WITH{N P~OPE~ LINES A~ PROPOSEO I ~ ' ~ NO~TH ffO~K HArDWAre 4~G 5P x O, I 7 x ] = 7~7 c~ 5~ D~WING 52 ~0~ ~OAD 51GNAGE INPO~ATION ~ 50UTHOLD, NY "'"'",'""""-'*"' / ..... o? - Provide (5} &' d,a. X 4' d. pool~ (644.5 cf) ~il~O pale ~ ~.., PA~KIN~ CALCU~TrON~ E X I T I N G I T E F L A N 3G94 NET 5F ~ 20Q 5F/SPACE I ¢ 5PACE5 ~QUI~D 5CA~: I,,=20,_0,, B~EM ENT~T IS A VIOLATION OF THE 5ltl PLAN P~PA~ED ~Y: LAWFORANYPERSON, ~ ~OBE~T I. B~OWN, AIA 3000 5~ (N~) ~ I ,000 5P/SPACE (STOOGE) 3 5PACE5 RdQUI~D ~]Snn~n~ ~0~ ~U~[~ts: UNLSSS ACTinG UNDER THE s~c'no~,~ o~ A uc~sEu ~ 2 05 BAY AVENUE 2000 5F ~ 1.000 5P~PAC~ (STOOGE. ~C.) 2 5PAC~5 ~QUr~D m-,a c,~ T~-:~s ~ruGn~ i~ " I G~ENPORT, NY focus ~d ~ect ~e hght m such:?,' ,c N,~us'r. ~ ' ~ ~lNT DA~ 5CALL 392 5F ~ IOO 5F/SPACS (ACCESSORY or~rco 4 5PACE ~QUIReD a) ~1 outdoor light~g sh~l comply with ~e To~ Code ~d be s~elded so ~at ~e light so.ce is not visible from adjacent prope~ies ~d roadways. Li~ting fixes sh~l ' ' ' ~ '''I~Z ' ~"V ~' a manner as to conta~ ~e light and gl~e wi~n prope~ boodles, ~d be "d~k-s~ ffien~y". ' .... ~:~'' s~.,~x.: ~',~,-~'*°~ ~ ~y 1 ~ 2008 TOTAL 27 ~PAC~ ~OU~ b) ~1 si~s shall comply with ~e To~ Code, ~d must be issued a pernfit ~om the Southold To~ B~l~g ~spector prior to posteD. ' - ""' ~ ~ow~ ~[u~2° ~AC~ GUC ~ ACC~S~) c) As per ~e l~dscape s~ivabili~ ~tee, ~e applic~t a~ees to replace ~y of~e l~dscap~g which is diseased or dead wi~ ~ee (3) ye~s of received ~1 site approval after site work is completed..~ ~. -, / . ~ u~ ~7, ~ND ~AN~ A~A FOR 7 d) The site pl~ approval requ~es ~at ~1 work proposed on the site pl~ shah be completed wi~ ~ (3) ye~ from ~e ~te of ~e f~l st~p of approval on the site pl~. ~,' ';", ' ~~.,~ o~N~ NO. LO~ COW~ e)Prior to ~ssu~ce of ~e Ce~fficate of Occup~cy, ~e o~er or authorized agent m~st request, m writing, ~ on-s~te mspectzon by ~e bufldmg ~spector ~d ~e Pl~mg Bo~d. ~ ~/~ .~ ~ LOl A~EA20.002 S~ 0 Prior to ~e request for ~ on-sire inspection, ~e app~c~ffagenffo~er must submit a copy of all requked approvals from ~y necess~ agencies to the Sou~old To~ Pl~nin.g Bo~d. TOTAL P~C~NTA~2e % g) If ~e as-built site ~provements v~ from the approved site pl~, the Pl~g Bo~d resemes the fi~t to request a certified as-built site plm detailing each deviation. '~/~- 5~,." ,. (' ' ~NDSCAF~ AREA 5,303 5~ h) ~y chides from ~e approved site pl~ shall req~e Planning Bo~d approval, ~. ~Y such c~ges, wi~out Pl~g Bo~d approval will be refe~ed to ~e, Town Attomey's Office for possible legal actio ~N~CA~e ~C~TA~ 2~.~ % i) Prior to ~e issu~ce of a Cegificate of Occup~cy, ~e Planning Bo~d will issue a h~l site approval m ~t~g followed a site ~specfion, where~ it is detect.ed ~at ~e cons~ction complies wi~ ~e approve~ site pl~. O70~ K J H G F E D C A I ? 3 4 , 5 E;; '/ 8 ~ I0 II 12 13 14 15 I~ 17 -- ' / \ I' , ,'"/~ ',~'~ ' ~) > PARKI N ~ LOT ~ ........... ~ .... ~N~ ;""~~~ ........ ~ow~gO'4~ ...NN%~ x572,_30 O0 W I ~ 572 oooo W~ ~. ~ SHOULDER BARRICADE ~ ..... ~ I w /'/:.'~,v:', ~~ '' '/rE,', L/ '~' ~ ' , ~ .......... ~ ...... : 'x ~' ', ~ x // ~% // ~ ~;;2; / / MAIN ROAD 50UT~~,~ ......... V ..... V -- - TOP : I-I,2", I~M402,0B..OIM,ITEM402Q...IIM . NO LANE CLOSING R ~ ~ . M TH E STATE PERM R, ~*~ CUWINQ ~PHALT CONC~ PAVEMENT EDGES. MEETING EXIST. -- ~ ~ AN~ME~ ,-, ~oo~ ~ ~ / ~ ~ ~ MIlE MARKER' ASPHALT PAV'T ~ -- (NO RESU R',FACING)'~/~''= ''-°'' . ~ ~o~cur~o. HOUSE -- -- ~CA~: '":m~ ~ ¢ --- ~D ~ow o~ ~o~Y or: i ~,°. ~o~x ~o~ 5, 5oumobu, NV ~ ~ ~7~ J I I ~ N72"20'50"~ ~ - '~ ' '~ .... ~ ~-'~ - ~' ',~ r~ EASTERN BREVE5 A~PHALT ~T~ ~ , x ~ APPLICANT: ~IN~ORCED(I~M~I iOGO~.OI03) , , 2030i UNC~irIED~CAVATiON*~M~N~ENT '~ ~ ~ 1~ ~ ~ ~ ~ 85 5UYDAM LANE . . , 106~0102 CONC~SIDEWAL~UN~INFO~ED ¢ % ~IN ,]~ /~' ~ ' ~ ~A~ORT, NY 11705 DETAIL SECTION --ITEM J060~.2802 I .' DETAIL 5~CTION L E ~ ~' ~ , I ~.~ ~ -- %; ,,//~ ~-~, __ ~ . .. _ ~ NO~TH ffO~K HAEDWABE ,~ ~ ~J'J , ~ ~ - ,-~ 54795 RTE. 25 ~OUTHOLD, NY I(z 5 , ~ ,,.I ~HI~:C~ · ~' ~ ~ 0 ~ ~',)~ ~'~"XC~U'>EU, r>:O ~ 205 BAYAVENUE 3 ' I O- ~ PRINT DA~ ~CA~ , 0 ,- '-, ,,, ~ HAY t 9 2008 ~ NOTED TURNING ~DIU5 FOR LARGE TRUCK5 070~ K J H G F E D C I 2 3 4 5 G '/ E> ~ I0 II 12 13 14 15 IG 17 50UTHOLD, NY ~ I ~7 I ~ A~PLICANT: ~ MICHAEL LeST~NGE ~~ &5 5UYDAM ~NE ~ ~ NORTH ~O~K HA~DWA~ r.~ 54795 RTE. 25 ~ 50UTHOLD, NY o 020 ~ 51TE P~N ~EPA~ED ~Y: ~0 ~ RO~T I. BROWN, AIA ........ ' ....... 0709 J H G F E D C A I 2 3 4 5 6 '/ & c~ I0 II 12 13 14 15 IG 17 / ; / ,- 100,00' /[q /4;' DOLID WOOD DTOCKADE PENCE, BEST DIDE TOWARD NfilG~BOR 100,00' N72"20'50"~ / N72020'DC"E z ~ DINGLE ~OW (I 7) L~ND C~55 4'-G' I - . , 12 13~14 15 16 17 18 19 20 "..y~ DI~CHT~E Z ', 12 13 1¢ 15 16 17 18 19 ~ 20 I / .. .... . /~2"PIPE ~' ¢ 12"PIPR 0 / -* . -- Y ,~ " , ,~ [/~ · .. , ~ ~ , -- ~ , o , . > -q ~ m 10 ~ I I N I ) - ( I {;} D~INAG10 , LP2q, T , ' z ' C -'~ ZONE '- ' ~ 9 i i STAGGERED ~0~ ~ 0 ~ 9 { ~ · ~'-x 8 . - ; j ~ 8 I r " I 8 , I / ~ ) ~ng Lot do~ light l~ on posts (4 ] ~ % ~ ~ ..... Z I acc~bleaafe~a~d)spacebe~e~gh ~ ~ LpI -- / ~,J I ~ ~ S~Qero~orhi~tin~ffit t ~ -- ~ z 4 ~ I I ~ lighting / * , ]SDS) -, 0 ;:1 , ~ ,,,;, ~ ~,,, , ,- , o~ ~..,~.~. o~,.~. ~.~., ' ~ ~ to b, used a ,i~ "gh~g for Si~ on ~t '7~X , x¢ 51RCH T~e '* ' / ~ 5CTM¢ I 000-62- 1-3 CLEA~NCE ~ ~ J-" . ~-L- ~ (cut shcct i Xk~.N ~ /-~ ~{z v~WN AND OTHER ~NDDCAPINGj ~ ~ ~ PROPER~ OWNER: ,~ 'x,', ~-~ -, ),_ , ~o, , , ~, k,': -J-'( ~ ~ ~D3' , IP. Fo~.r~a~, io, z~{-~ ~ (( NOTE: NOM~ALMALIDE~Mp5 ~ ":-~ ~ ~' / ' ~ )-- A ~ , V ---- ~.~ 51GN 51aN WILL BE UDED. 50UTHOLD, NY I 197 I %- x ~~ 1 k~ - ~-,' II~GN , I ; Od 1.~ } { ~ APPLICANT: · ' ~~ ~ . ~ ' ~~~ ', - -- ~ .... ~ ~ MICHAEL LeST~NGE ~ ~ 3Jl".d~' 'Chi UTLPOL~ *T~T~E "- ,' ~ ~'--Lq ~5TN6 -SPAI-' ~ 5P '*' UTLPO~~~ ~ NY 11705 " / ; / "~ CU~ CUT -. 'b~/ C~BApp~ T~E LANDSCAPE FLAB D~INAGE PLAN x ~ NORTH FORK HARDWA~ "'"-- /,,," -' EXTERIOR LIGHTING P~NI ~ 50UTHOLD, NY ROBERT I. ~RO~, AIA ~ 205 BAY AVENUE 145' Q~ENPORT, NY DIAG~MMATIC DE.ION THROUGH DRIVEWAY nLTaRXrlON UUSTBI: : J ~, ~k-,, ' i ' "" ' 070¢ J H G F E D C A K I 2 3 4 5 G '/ & ~ I0 II 12 13 14 15 iG 17 3> G"Xl 2" J L --I- I- NO~ HABITABLE b DTEEL COLU M N.CD~PJ --I' J EQ EQ L[ J -I JF- L ,J L J 4,1 ' L J FOUNDATION ?ROf::'OSED P A N ('"1' DASEMENT: 3,479 0 GP-..055 5.F. 5CTM# I 000-62- I -3 PROPERTY OWNER: EASTERN D P-.EEZE5 P.O. BOX 1103 50UTHOLD~ NY 11971 APPLICANT: MICHAEL L~-STRANGE 85 5UYDAM LANE BAh'PORT, NY I 1705 FAIRWEATHER - BROWN I)ESIGN ASSOCIATES, INC. 205 BAY AVE., GREENPORT, NF.W YORK 11944 631-477-9752 PROJECF TITU~ DP, AWiNG TITLE NORTH FORK HARDWARE MAY 1 q ?m~ 54795 RTE. 25 50UTHOLD, NY ~OUNDATION PLAN 070D DRAWING NO, Al K J hi G E D C D A I 2 3 4 5 G '/ & ~ I0 II 12 13 14 15 IG I'/ II II SCTM# I O00-G2- I -.3 PROPERTY OWNER: EASTERN DREEZES P.O. BOX I SOUTHOLD, NY 11971 APPLI CANT: MICHAEL LeSTRANGE 65 SUYDAM LANE BAh'PORT, NY 11706 I 7~I j~ JANITOR . TO CODE I 0'-0" CEILING MT, / EQ t EO ~ .~COUNTER NOT aE ®1 EQ EG il WITH W.W. MEDH I 3'-3 3/4" a,-3 3/4" I/2" I OG4D ~ 40qD" I 2'-2 Jla" / WiTH W W. MEaH GROUND PROPOSED FLOOR PLAN FIRST FLOOR: 3,598. I GROSS 5. F. NORTH FORK HARDWARE NOTES: CODE ANALYSIS USE/OCCUPANCY: MERCANTILE GROUP M (BCNY5 2CO7 5ECTION 309.1) WITH ACCESSORY GROPU 5-1 (BCNYS 2007 SECTION 311,2] AND SCCE55ORY GROUP B (BCNYS 2007 SECTION 304.1) TYPE OF CONSTRUCTION: VB (BCNYS 2007 TABLE SD1) NOTE: NFPA 13 FIRE SPRINKLER SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH BCNYS 2007 SECTION 903.3.1.1. WITH SMOKE DETECTION AND ALARM SYSTEMS ENGINEERED SHOP DRAWINGS FOR SPRINKLER SYSTEM SHALL BE DEUVERED SEPARATELY TO TOWN OF 5OUTHOLO BUILDING DEPARTMENT, NOTE: THIS BUILDING IS NON-SEPARATED AS PER BCNYS 2007. INTERIOR FINISHES: BASED ON RCNY5 2007 TABLE 803.5, INTERIOR FINISH ES SHALL BE CLASSIFIED CLAES C AS DESCRIRED IN BCNYS 2007 5ECTIDN 803.1. DESIGN LOADS: DESIGN LOAD CALCULATIONS ARE BASED ON: LIVE LOAD: AS PER TABLE 1507.1 BCNYS DEAD LADD: A5 PER SECTION 1606 BCNYS SNOW LOAD: 45 PSI GROUND SNOW LOAD SEISMIC DESIGN CATEGORY B WIND UPLIFT AND EXPOSURE CATEGORY "C", FOR 120 MPG 3 SECOND GUST, LOCATION LIVE DEAD DEFLECT LIMIT 1st. FLOOR 1(30 LB %2 LB L/360 2nd FLOOR 50 LB 12 LB L/360 STRUCTURAL DESIGN: DESIGN 15 BA5ED ON 120 M PH FOR 3 SECOND GUST AS PER BCNYS 2007 FIGURE 1609, WITH EXPOSURE 0 AS PER BCNYS 2007 SECTION 1509.4. IMPORTANCE FACTOR (BCNYS 2007 SECTION 1609.51 IS CATEGDRY II BASED ON BCNY5 2(307 TABLE 1604.5. DESIGN IS BASED ON SIMPLIFIED WIND LOAD METHOD AS PER BCNYS 2007 SECTION ~603,6, AN D SECTION 6 OF ASCE 7. NOTE: BO]q'LED WATER WILL GE PROVIDED IN LIEU OF DRINKING FOUNTAIN. IT IS A VIOLATION OF TNE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY FAIRWEATHER BROWN IIESIGN A$SOCIATF. S, IN(;. 205 ]lAY AVE., (,KLI,Ni ORI, NEW YORK 1194'1 1131-477'II7~2 NORTH FORK HARDWAP-Z MAY I 0 ?r3flR GROUND FLOOR 54795 RTE. 25 PLaN 50UTHOLD, NY 0709 A2 K J H G F E D C A I 2 3 4 5 6 7 8 9 I0 II 12 13 14 15 16 IY 0 © 0 0 13> 7 8 8 5CTM# 1000-62- I -3 PROPERTY OWNER: EASTERN BREEZES P.O. BOX 1103 50UTHOLD, NY I 197 I APPLICANT: MICHAEL LeSTRANGE 85 ~UYDAM LANE DAY?OR/, NY 11705 15L~ 515" INSULATED ~ 9/5T FLUE I2'-5 5/8" 7 / CLEA~, FLOOP~ 9PACE HANDICAP ~I. ApOW_ x I x I / / / / / / / / / / / / / / / ~ / / / 7 / / / / L LUN~ / / 34"MAX.HT, PLOOR T~ TOP OP 5INK, / / UNPINLSHED WITH 3/4" CDX pLY~VOOD /Ix / %. / ~ / / I i® 4 / / / / / / / / / / / ,SECOND FLOOR PLAN PROPOSED 5CALE: 1/4'~: I '-0" SECOND FLOOR: 471.2 GRO5~ 5.F. / / / / 2.8 , t FAIRWEATllER ' BROWN DESIGN ASSOCIATES, INC. ~0~ BAY AVE., GREENPORT, NEW YORK 11944 631'477'9752 ~AY 23 2008 NO~TH FORK HA~DWA~ THESE P~N5 A~ AN INSTRUMENT O~ 54795 RTE. 25 SERVICE AND A~ THE P~OPE~ OP P~N THE ARCHITE~, INP~INGEMENT5 WILL 50UTHOLD, NY ~, ~ 0709 K J H G F E D C A I 2 3 4 5 G '/ 8 9 I0 II IF' 13 14 15 IG 17 DCTM# I O00-G2- I -3 PROPERTY OWNER,: EASTERN DP-~EZED P.O. DOX I I OS DOUTHOLD, NY 11971 APPLICANT: MICHAEL LeET~NG~ ¢5 5U~AM ~N~ BA~O~T, NY 11705 DIMENDIONAL ADPHALT 5HINGLE~ DY IKO OR EQUAL WEST ELEVATION \ TYP A , NORTH FORK FLOOR, ~'1 '-4 I/2" N, IT 15 A VIOLATION OF TN'E LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DRAWING IN ANY WA~ ANY A~THORIZED ALTERATION MUST BE NOTED, SEALED, AND DESCRIBED IN ACCORDANCE WITH THE LAW. FAIRWEATHER - BROWN DI[SIGN ASSOCIATES, INC. 205 !111Y lIVE., GREI~NPORT, NEW YORK 11944 631-477-9752 NORTH PORK IIARDWAP~ 50UTHOLD, NY WEDT ELEVATION ~] [~. THESE PLAN9 AP-~ AN INEI~,UMENT OF 54795 RTE. 25 TflEAROfllll:6'l- INFR.iNGEMENT~WILL MAY 1 9 2008 E~ .R,OS~CUT,D 0709 K J H G F E D C B A I ? 3 4 5 G 7 & ~ I0 II 12 13 14 15 IG I'/ ]2 ~ 50LID CROWN J ~ ~. ~L .~ I *x J O" AZEK WATER TABIZ ~ ~~ Hx I O" AZEK 'C/ATE, TABLE 2_ - ,~Y 'Li I I ~ , ~;~, EAST ELEVATION DCTM# I 000-62- I -3 PROPERTY OWNER: EASTERN BREEZE~ P.O. BOX I 50UTHOLD, NY 11971 APPLICANT: MICHAEL LeSTRANQE 85 5UYDAM LANE BAYPORT, NY 11705 FAIRWEATHER - BROWN IIESIGN ASSOCIATES, INC. 205 BAY AVE., GREENPORT, NEW YORK 11944 631-477-9752 NORTH FORK HARDWARE SERVICE AN O AKF' THE ?I~PER1Y OF THEAP~CHlll~CT INFRINGEMENTSW1LL 50UTHOLD, NY DE PROSECUTED. I4AT ] ~d 2008 0709 K J H G F F D C A I 2 3 4 ,.5 G '/ 6 9 I0 I I 12 13 14 1.5 IG I'/ . 'C - 5HING~WiTM I"xG"~EKF~CIAWT~ -~ ~ ,~ I 50UTH ELEVATION 5CTM# 1000-62- I -3 PROPERTY OWNER: EASTERN 13REEZE5 P.O. BOX I I03 50UTIflOLD, NY I 197 I APPLICANT= MICHAEL LeSTRANQE 85 5UYDAM LANE BAYPORT, NY 11705 [J~ -1 / / / / ELEVATION NORTH IT IS AVIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM ON THIS DRAWING IN ANY WA'4 ANY AJTHORIZED ALTERATION MUST BE NOTED, SEALED, AND DESCRIBED IN ACCORDAHC~ WITH THE LAW. FAIRWII, ATHER - BROWN lilt, SIGN ASSOCIATES, INC. 205 BAY lIVE., GRiiENPORT, NEW YORK 11944 631-477-9752 NORTH FORK HARDWARE THE A~HITE~, INFRINGEMENT5 WILL 5OUTHQLD, NY MAY I 9 2008 [ ~ ~o~.~. O709 K J H G F E D A I 2 3 4 5 C:; 7 & cD I0 II 12 13 14 15 IG I'/ DCTM# I O00-G2- I -,3 PROPERTY OWNER: EABTEP-.N BREEZED P,O. BOX 1103 DOUTHOLD, NY I I ¢7 APPLICANT: MICHAEL LGDTRANGE 85 BUY'DAM LANE BAYPORT, NY 11705 SECTION / / / ~LOOR RETAIL 5pACE b__J J 7" . Gr 516"GYP.6D, WALL5 TAPED SPACKLED AND PAINTED PLUMBING RIDER NOT TO 5DALE ,tI'-B" .~ CONC. FOOTING SECTION UNFI 3/4"' CDX f (2) LAYEP~ 5/6" FIRECOBE GYP. BOAP, D YELLOW PINE 2,0E PARALLAM PDL 5CAE: 114"= ILO'` I ~LOOR FAIRWF, ATHF, R - BROWN IIESIGN ASSOCIATES, INC. 205 BAY AVE., GREENPORT, NEW YORK 11944 631-477-9752 NORTH FORK HARDWA~ ~' '-' '~"~ NY SECTION5 1!17 THEBEP~Ng~ANINB~UMENTOF 54795 RTE. 25 OUU/nULU, THE A~HITE~ INF~NGEME~¢ ~LL ~AY I 9 2008 ~ ~*o~u~ 0709 K J H G F I 2 3 4 5 G '/ & 9 I0 II 12 13 14 15 IG 2, > F AZ~K 50FMT / / ,/ L R.-30 gATT INSULATION ~_u [ 5ECTION 5CAL~: 1/4"=1'-0" F ~ IF ql IL JI ir q II L[ J f ) ~" CONC. HAUNCH UNDER PARTITION WALL 3/4 HR. 5ELF CLOSI FOOTING WiTH 4" DiA. 50FFIT L 5CTM# I O00-G2- 1-3 PROPERTY OWNER: EASTERN BREEZE5 P.O. BOX 1103 50UTHOLD, NY 11971 APPLICANT: MICHAEL LeSTRANGE 85 5UYDAM LANE BAY'PORT, NY I 1705 FAIRWEATHFR - IlROWN DF. SIGN ASSOCIATES, INC. 205 BAY AVE., GRI~ENPORT, NEW YORK 11944 631-477-9752 NO~TH ~ORR ~A~DWA~E THD5~ P~S n~ AN INST~MENT OF 54795 RTE. 25 T~ A~O~ITE~ IN~RJN~M~NT~LL 50UTHOLD, NY MAY I g 2008 0709 I 2 3 4 5 G Y & I0 II 12 13 14 15 IG I'/ PANEL 51ZE5 SCTM# I O00-g2- I -3 PROPERTY OWNER: EASTERN BREEZE5 P.O. BOX 1103 50UTHOLD, NY 11971 APPLICANT: MICHAEL LeSTRANGE 85 SUYOAM LANE BAYPORT, NY 11705 (2) PICTU,eZ 7'-OIIx4L6Ii (2) CIP.24 GENERAL NOTE5 I. THIS PROJECT 15 NEW CONSTRUCTION OF A COMMERCIAL STRUCTURE CLASSIEIED A5 GROUP M BY THE BUILDING CODE OE NEW YORK STATE 2. THE HEIGHT OF THIS BUILDING AS DEFINED BYTHE BUILDING CODE OP NEW YORK STATE 15 22'-5". THE FLOOR AREA IS 3,696,0 5Q.FT. FIRST PLOOR, 2.392 SQ.ET. SECOND FLOOR 3. THE TYPE OF CONSTRUCTION IS TYPE V (B). 4. ALL WORK 5HALL CONFORM TO THE REQUIREMENT50E BUILDING CODE OF N.Y.S. AND THE AF¢ PA WOOD FRAME CONSTRUCTION MANUAL 1995 SBCHIGH WIND EDITION 5. ASSUMED SOIL BEARING CAPACITY. I ,500 Ib./Sq. Pc. G. CONCRETE TO BE PLAIN, UNREINEORCED, 3,000 pal - 26 DAYTEST. 7. ALL POOTINGS TO REST ON UNDISTURBED SOIL, B. DESIGN LOAD CALCULATION ARE BA, SED ON: LIVE LOAD; A5 PER TABLE I G07. I, BUILDING CODE OP NEW YORK STATE. DEAD LOAD: CALCULATED A5 PER SECTION I GOG BUILDING CODE OE NEW YORK STATE SNOW LOAD: 45 PSI GROUND SNOW LOAD, SEISMIC DEBIGN CATAGORY B. WIND UPLIFT AND EXPOSURE CATAGORY "C", LOCATION LIVE FOR 120 MPH ,..3 SECOND GUST. DEAD DEFLECT LIMIT I st FI. I O0 LB I 2 UBGO 2nd FI. 50 LB, I 2 U3GO ATTIC (NON STORGE) 20 LB, I 0 U3GO P-.OOF 45 LB. GROUND SNOW I 5 LB, U3GO 9. ELECTRICAL WORK TO CONFORM TO ELECTRICAL CODE Of NEW YORK STATE AND THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE LOCAL CODES. I O. PROVIDE SMOKE DETECTOR5 AND CARBON MONOXIDE DETECTOP-,S AS REQ'D BY CODE· I I. ALL EXPOSED WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED. I 2. ALL CONSTRUCTION 1,5 TO BE IN ACCORDANCE WITH PREVAILING CODES AND STANDARDB. 1 3. ALL WINDOWS TO BE THEPdvlAL INSULATED LOW-E GLASS, WITH ARGON GAS. 14. THE ARCHITECT ASSUMES NO RESPOSISILITY POP-. Tide CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OE PITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. I 5. CONTP-.ACTOR TO VERIEY ALL DIMENSIONS BEFORE STARTING CONBTRUCTION. DO NOT BCALE DP-.AWINGB. FOLLOW DIMENBIONS ONLY. I G. ERAMING ELEMENTS; A, ALL FRAMING LUMBER SHPLL BE GRADE STAMPED DOUGLAS PIP-.- LARCH STRUCTURAL GRADE NO.2 OR BLI lEK, B. ENGINEERED LUMBER GIRDERS, HEADERS, JOIBTB, ETC. SHALL BE BY TRUB-JOIST MacMILLAN, OR APPROVED EQUAL, AB INDICATED ON PLANS, AND INBTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONB. C ALL SHEATHING TO BE APR RATED, EXPOSURE I, THICKNESS AB INDICATED. D ALL SUB FLOORING TO BE APR RATED STURD- I -PLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. E ALL HEADERS GLO" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPFIGidTB. ALL HEADER5 SHALL BE A MIN, OF 2'2"x6" OR AB BNOWN ON DRAWING. p SOLID BLOCKING SHALL [bE PROVIDED FOP-, ALL JOISTS AND PLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 6'-0" O.C. MIN.. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOF. G DOUBLE PRAMING AROUND ALL OPENINGB (SKYLIGHTS, STAIRS, ETC.) OR A5 NOTED ON DRAWINGS. It DOUBLE UP FRAMING UNDER ALL POSTB AND PARALLEL PARTITIONB OR AS NOTED ON DRAWINGS. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. J NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE A,5 A MINIMUM. ALL 2"xG" STUDS SHALL RECEIVE 5 I Od NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. PLYWOOD SHEATHING TO BE NAILED 6d NAILS ~ 4" O.C. EXTERIOR EDGEB AND Gd NAILS ~ I 2" O.C. INTERMEDIATE. L ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER, M ALL ROOF RAFTER5 SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. FOR, TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. N ALL PRE-ENGINEERED LUMBER SHALL BE TRUBJOISTS JOISTS AND LVL PRODUCTS OR EQUAL. ALL JOIBTS, GIRDEP-~ AND HEADER~ SHALL HAVE BEARING STIFPENERS INBTALLED AS PEP-, MANUFACTURES RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE I -3/4" LVL RIM JOISTS BHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STOP, AGE AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURES RECOMMENDATIONg. l 7. PROVIDE 7/I G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW W NDOWS AND DOORS. PANELS TO BE LABELED FOR EACH OPENING, PROVIDE FABTENERS IN ACCORDANCE WITH TABLE I gOB. I .4 BLDG. CODE OF NEW YORK STATE. 16. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. l ¢. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/$ PA WCFM- 1995. ALLOW'3 ROLDDOWN INSTALLATION ~. CORNER, HOLDDOWN RIDGE CK.055 SECTION END VIEW FLOOR JOIST FLO01~ JOIST UPLIFT CONNECTION5 CONNECTION DETAIL FAIRWEATHER - BROWN DF. SIGN ASSOCIATF, S, INC. 205 BAY IVE., GREENPORT, NEW YORK 11944 ALL inGOT5 ~E~VED WINDOW PANELS, NORTH ~ORK ~ARDWARE ~I~ GENE~L NOTES, m~SEP~NS~*~Na~U~NTOr 54795 RTE. 25 THEA~HITE~, [NF~INGEM~NT~LL 50UTHOLD, NY * C~NNECTION ~CUT~D. RAY ] 9 2008 D~ILS I 2 3 4 5 G '/ & ~ I0 II 12 13 14 15 IG 5CTM# I O00-G2- I -3 PROPERTY OWNER: EASTERN BREEZE5 P.O. BOX I 103 50UTHOLD, NY I 197 I APPLI CANT: MICHAEL LoSTRANGE 85 5UYDAM LANE BAY'PORT, NY 11705 MECHANICAL ROOM ,,z, i !l BOILER ELEVATOR l---~ I L I \/ L / / --\. \ / / F 1 / \ / / N~)N HA[51.TADLE 5P~C~u / / r I \ \ \ j [ ] \ / / II I -/ L FOUNDATION ELECTRICAL PLAN SCALE: 1/4"= I LO" FAIRWEATHER - BROWN IIESIGN ASSOCIATES, 205 BAY AVE., GRF. F. NPORT, NEW YORK 11944 631-,I77-9752 ~ NORTH FORK HARDWARE MAY I 9 2008 ~ THESE P~N5 A~ AN LNST~UMENT OF 54795 RTE. 25 ~ -- SERVICE AND A~ THE PBOPEBW OF FOUNDATION ~ TMEA~HITE~ INV~INGEMENT~WI~ 5OUTHOLD, NY ELE~CAL ~= ~*~o~cuT~ O70~ K J H G F I 2 3 4 5 G '/ & 9 I0 II 12 13 14 15 IG I'/ / J / / / I I / / / / [ fi I I / / / / FLOOR OUTLET-- / /I / / /? J I I I I I / I / 1 / / / 1 I I / / / I FLOOR. 1 t / GROUND FLOOR ELECTRICAL PLAN K J H F E D C 5CTM# I O00-G2- I -3 PROPERTY OWNER: EASTERN BREEZES P.O. BOX I IO3 SOUTHOLD, NY I 1 97 I APPLICANT: MICHAEL LeSTRANGE 85 SUYDAM LANE DAYPORT, NY I 1705 FAIRWEATHER - BROWN IIF, SIGN ASSOCIATF, S, INC. 205 BAY AVE., GRF, F, NPORT, NF, W YORK 11944 631-477-9752 PROJECT TITLE NORTH FORK HARDWARE 54795 RTE. 25 SOUTHOLD, NY 0709 DRAWING TITLE MAY i 9 2008 GROUND FLOOR ELECTRICAL DRAWtNG NO A I 2 3 4 5 6 '/ ~ 9 I0 II 12 13 14 15 16 17 DCTM# I O00-G2- I -.3 P'P-.O ?EI~TY OWN EP.: EADT~I~.N DP-.EEZED ?.0. BOX 110.3 DOUTHOLD, NY II A?PLICAN% MICHAEL LeDTRANGE 65 DUYDAM LANE [SAYPOP-.T, NY I 1705 L ? N / / / / I / 7 / / N / / / / N / A / N / N SECOND FLOOR ELECTRICAL PLAN / ~ / N, / N. / / / N / N / N / N / / / / / FAIRWI~ATHER - BROWN I)ltSIGN ASSOCIA'rlt$, INC. 205 BAY ,AVE., GRI~.F. NPORT, NF, W YORK 11944 631-477-9752 ~ NORTH FO~K HArDWArE MAY I 9 2008 ] i]l~j l -- TH~P~N~A~ANIN~T~MENTOr 54795 RTE. 25 DE'VICE AND A~ TNE rAOPEAW Or 5ECON O FLO0~ ~ ~.~ ~c.l~. I~M~T~ ~ 50UTHOLD, NY I ~, ~ ~ ~c~. ELECTRICAL 070D K J H G F E D C A