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Home My WebLink About36710-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 2/29/2012 No: 35461 Date: 2/29/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: COMMERCIAL ALTERATION 8595 Cox Lane, Cutchogue, Sec/Block/Lot: 83.-3-4.6 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore fried in this officed dated 9/23/2011 pursuant to which Building Pernfit No. 36710 dated 9/23/2011 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: "as built" building conversion to a multi-tenant business use per Planning Board approval. NOTE: this parcel is also known as 12810 Oregon Road. The certificate is issued to 8595 COX LANE CUTCHOGUE LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIHCATION DATED l/17/12 C10-05-0019 1/23/12 36710 1/13/12 ,- H2M Labsl f ~ Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 2/29/2012 CERTIFICATE OF OCCUPANCY No: 35462 Date: 2/29/2012 Location of Property: SCTM #: 473889 Subdivision: THIS CERTIFIES that the building COMMERCIAL 8595 Cox Lane, Cutchogue, Sec/Block/Lot: 83.-3-4.6 Filed Map No. conforms substantially to the Application for Building Permit heretofore 9/23/2011 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the Lot No. filed in this officed dated 36710 dated 9/23/201 l law. The occupancy for which this certificate is issued is: "as built" accessory storage building as applied for. The certificate is issued to 8595 COX LANE CUTCHOGUE LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIHCATION DATED 36710 2/10/12 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36710 Date: 9/23/2011 Permission is hereby granted to: FORK RESOURCES INC NORTH 8595 COX LANE CUTCHOGU~,LLC 825 THIRD AVENUE 37th FLOOR NEWYORK, NY 10022 To: AS BUILT BUILDING CONVERSION TO A MULTI-TENANT BUSINESS USE PER PLANNING BOARD APPROVAL. REPLACES EXPIRED BUILDING PERMIT # 33927 At premises located at: 12820 OREGON RD CUTCHOGUE SCTM # 473889 Sec/Block/Lot # 83.-3-4.6 Pursuant to application dated To expire on 3/23/2013. Fees: 9/23/2011 and approved by the Building Inspector. PERMIT RENEWAL $5,980.00 CO - BUSINESSES $50.00 Total: $6,030.00 Buildit~j Inspector/' FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEP~TMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PE~4IT NO. 33927 Z Date MAY 22, 2008 Permission is hereby granted to: FORK RESOURCES INC NORTH PO BOX 1248 SOUTHOLD,NY 11971 for : AS BUILT BUILDING CONVERSION TO A MULTI-TENANT BUSINESS USE PER PLANNING BOARD APPROVAL. at premises l~ated at 12820 OREGON ~ CUTCHOGUE Cowry T~ ~p No. 473889 Section 083 Block 0003 bt No. 004.006 pursuit to application dated FEBRU~Y 22, 2008 ~d approved ~ the Fee $ 11,960.00_~ ~'~~ / / ~'-A~r ~ ed Signat~e ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of propertY with accurate location of all buildings, preperty lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Cmnpliance 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 featnres. 2. A properly completed application and consent to respect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupaacy - $25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: ~(~'_~' ~ ~- House No. Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Su~'division Permit No. '~ ~'~ [ 0 Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ Old or Pre-existing Building: L/ (check one) Date of Permit. Filed Map. Lot: Applicant: Underwriters Approval: Final Certificate: _(.,~ (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold~ NY I ! 971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765 -9502 ro.qer, richert~town, so uthold, ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: 8595 Cox Lane LLC &ddress: 8595 Cox Lane City: Cutchogue St: NY Zip: 11935 Suilding Permit #: 36710 Section: 83 Block: 3 Lot: 4.~ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE $ontractor: as built DBA: License No: SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ CeilingFixtures ~ HIDFixtureSs~ Service 3 ph Hot Water GFCI Recpt Wall Fixtures ~ Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures ~.~ CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixturel 811 Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures b.~ TVSS Other Equipment: 10 meter service, electrical survey-as built-no visual defects Notes; Inspector Signature: Date: Jan 13 2012 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 ro.qer, richert~,town southo d.n¥.us BUILDING DEPARTMENT TOWN OF SOUTFIOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Cutchogue Business Centter Address: 6585 Cox Lane City: Cutchogue St: NY Zip: 11935 Building Permit #: 36710 Section: 83 Block: 3 Lot: 4.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built, "quanset hut" DBA: License No: SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Eq.ipme.l: as built, quanset hut-no visual defects, 1-pole light Ceiling Fixtures E~ Wall Fixtures ~ Recessed Fixtures ~.~ CO Detectors Fluorescent Fixtures~~ Pumps Emergency Fixture Time Clocks Exit Fixtures ~_J TVSS HID Fixtures Smoke Detectors Notes: Inspector Signature: Date: Feb 10 2012 81-Cert Electrical Compliance Form.xls la b$ LABORATORY RESULTS 575 Broad Hollow Melville. NY 11747 For the submitted sample TEL: 63t~94- FAX: 631~420-8436 NYSDOH ID#t0478 3040 HARRY GOLDMAN WATER TESTING 8700 MAIN ROAD MATTITUCK, NY 11952 Attn TO : Federal iD Collected : 1/10/2012 8:20:00 AM Point No 300 Received : 1/10/2012 11:45:00 AM Location: Collected By AW99 Copy : Lab NO. : 1201289-001 Client Sample ID.: CUTCHOGUE BUSINESS CENTER 8695 COX LANE, CUTCHOGUE SOURCE(UNIT#6-MECH ROOM- WATER MAIN) (1000-83-3-4.6/C10. 05-0019) Sample Information... Type: Solder Origin: Other Routine Parameter(s) Lead Results Qualifier D.F. Units 0.03 1 % Limit Method Number Analyzed 0.2 SW6010B 01/t 7/2012 1:35 PM FEB - 8 20t2 ~[ DG OEP]'. IOWI,, OI Qualifiers: Result(s) reported meet(s) NYS Regulatory Limit{s). Result(s)ltaggedwlth ~, ExceedNYSRegulatoryLimit(s). Limltnoted. E - Value ab(we quanbtation range D - Results for Dilution D F - Dilution Factor H = Received/analyzed outside of analytical holding ~rne Laboratory Manager Date Reported: 1/18/2012 Page 1 of 1 TOWN OF SOUTHOLD BUILDING DEPT, 765-18O2 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING ~,~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE ~'- ~-~-- ~ ? INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [~ ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~Z~' ~ (~/~"~ TOWN OF HOLD BUILDING DEF~. * 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING ~N{] FINAL [ ] FIREPLACE & CHIMNEY 2~FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] ~IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road Mattituck, New York 11952 www. condonengineering.com 631-298-1986 Fax 631-298-2651 February 28, 2012 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 FEB 2 9 2012 8LOG. DEP]. TOW~ OF SOU]HOLD Re.' Cutchogue Business Center 8595 Cox Lane, Cutehogue SCTM: 1000-83-3-4.6 Dear Mr. Vedty: A visit was made to the above referenced property to evaluate the work performed at the site. To the best of my knowledge, the fire walls are installed in accordance with UL Design No. U435 and to the best of my knowledge in conformance with the NYS Building Code. At the ceilings, a 1 hour ceiling extending 48" wide on each side of the wall or an 18~ wide 3 hour ceiling was installed at each fire wall as required by the NYS Building Code. In addition, the foyer and staircase to the second floor of Unit 6 is constructed with two layers of sheetrock on the walls and ceilings with a minimum 1 hour rating with 1%" hour fire rated doors. The walls are constructed equivalent or better to the UL design no. U301. The ceiling is constructed equivalent or better to UL design no. P522. The minimum exit distance to the foyer and staircase is less than 75' from any point on the second floor and the occupancy of the 2n~ floor is not more than 30; therefore, a second staircase is not required. The minimum exit distance from the mezzanine to the exit door in unit 1 is less than 75' from any location and the occupancy is not more than 30; therefore, a second staircase is not required. To the best of my knowledge, the insulation installed in the ceilings and walls is in conformance with the Energy Code of NYS. To the best of my knowledge, the framing installed for the mezzanines and second floor are in conformance with the code and capable of supporting the current uses of the building. To the best of my knowledge, the plumbing appears to be installed in conformance with the plumbing code based on the plumbing visible in the building. To the best of my knowledge, the handicap accessible baths appear to bo installed in conformance with the NYS Building Code. The existing Quonset hut anchoring was installed in conformance with the plans and appears to be structurally sound. Thank you for your assistance with this project. Please do not hesitate to call me if you have any questions or require additional information. Very Truly Yours, FI:ELD 12~'SPECTION REPORT I DATE FOUNDATION (1ST) FO[~DATION (2ND) ROUGH F~G & PLU~G /:....... , , TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. ~) ~7=,~'"~ ~ Examined .~/~ Approved~ Disapproved a/lc Expiration , 20{~ .,,/ ~ Contact: Building Inspec~or-"~ BUILDING PERMIT APPLICATION CHECKLIST 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 Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 o8 a: This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in pan for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department Ibr the issuance of a Building Pemfit 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 Ibr 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. Wbignature of app¥~nJ or name, if a corporation) (Mailing address of applicant) -- State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Alo/-.'t'14 (As on the tax roll or latest deed) ].f.,appli.car~is a corporation, signature of duly..authorized o._~.fficer k JName and tit~ ~f corporate officer) -- Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location~of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivisio~ Lot Lot 2. State existing use and occupancy of premises and intended use and odcapancy of proposed construction: a. Existing use and occupancy Offqc. O' - 6'o~t~'/~.t3~'r' 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units /O If garage, number of cars Intended use and occupancy g~-r--~7-ff ' ~,~ 19~,'-~ ' 'ffT~7er' Addition Other Work Fee Alteration V~'~ (Description) (To be paid on filing this application) Number of dwetling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Z~ ' Rear Height Z2.¢'7" Number of Stories ~ ~--1~ 10. Date of Purchase lO/ Dimensions of same structure with alterations or additions: Front Depth Height_ Dimensions of entire new construction: Front ~ Height Number of Stories Size of lot: Front t//"75 Rear "~'/3g. Depth Name of Former Owner Number of Stories Rear Depth 650 r Rear _Depth 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 t~Will excess fill be removed from premises? YES__ NO ~ 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No 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 __ · IF YES, PROVIDE A COPY. NO / STATE OF NEW YORK) SS: COUNTY OF ) -'"'~'~l~,tcllcllgl~r.~-"/lc.l~/'2t,~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~ ~]ll~'~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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. Swo~ n to beCome_ne this ~ __ day o~ ~'-~)rct_o~-c~ 20 C>~i~ PLANNING. BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR MAILING ADDRESS: P.O. Box 1179 Southo]d, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY February 28, 2012 John Condon 1755 Sigsbee Road Mattituck, NY 11952 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Telephone: 631 765-1938 F~: 631 765-3136 FEB 2 9 2012 BLDG. DEPI. IOWN OF SOUTHOLD m Re: Site Plan for Cutchogue Business Center Located at 8595A sw/s/o intersection of Oregon Road and Cox Lane & CR 48, Cutchogue SCTM#1000-83.-3-4.6 Zoning District: LI Dear Mr. Condon: The Planning Board, at their February 27, 2012 work session, found that the requirements listed in the letter dated February 9, 2012 have been completed based on the site inspection made February 23, 2012 and the site is now in conformance with the approved site plan. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Donald J. Wilcenski Chairman CCl Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer Steve Figari, Silverstone Property Group Town of $outhold Erosion, Sedimentation & Storm-Water Run-off ASSB$8MBNT FORM PROPERTY LOCATION: $.C,T,N[, #: THE FOLLOWING ACTIONS MAY REQUIRE THE 8UEMI881ON OF /~0~ 8 ~ ~i~ q. ~) STORM-WATER, GRADING, DRAINAGE AND EROSION COHTROL PLAN District Section SIock Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF HEw YORK. I. tem Number:. (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanen~ creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Struch~res Indicating Size & Location? This item shall include all Proposed Grade Changes and Slopes Conbolling Surface WaterFtow[ -- 3 Will this Pi-eject Require any Land Filling, Grading or Excavation where there is a change to the Nalural Existing Grade involving more than 200 Cubic Yards of Matedal within any Parcel? b~ -- 4 Will this Application Require Land Dislurbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Fee of Ground Surface? __ 5 6 Is there a Natural Water Course Running through the Site? Is INs Project within the Trustees judsdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15} feet of Vedical Rise to One Hundred (100'J of Horizontal Distance? 7 8 9 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Pro/ecl Require the Placement of Malerial, Rernova[ el Vegetalion and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include lhe Installation of Driveway Aprons.) Will this Project Require Site Preparation within Ihe One Hundred (100 Year Floodplain of any Wa ercourse? Owncl aud,,'ot rcpl cscutah,,c of the Owuer et ()~*uel's aud Js dub authod'ed h, pelJo~ m o~ have pcHormed Ge s;dd wo~k and h~ make ~ct file dus application; fllat ail sb~temcnLs con~uncd in dUs applicadou a~c Uuc to Ill( best of bis kllow]edge a~d belieh aM d~at the wo~k will he l)eHbnned m e ii]~Ulel s(,[ ~)1 ti] ill tile al~plirathou filed hc]~*qlh. Swo[n to before nit: Notary Publio: , ~ ..................... ~ORM - NOTE: If Any Answer to Questions One througb Nine is Answered with a Check Mark in the Box, aStorm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Suhmitted for Review Prior to Issuance of Any Building Permit! EXEMPTION Yes No Does this project meet the minimum standards for classification as an Ag~ c ura Project? Note: If You Answered Yes to this Question, aStorm~Water, Grading, Drainage & Erosion Controi Plan s NOT Required! STATE OF NF,\V YOP, K, Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 to ~ (631) 7 5 JREQuEsTEDBY: company 'Name' Name: No.: BUII,r~ING DI~P~ TOWN OF SOUTttOLD APPLICATION FOR ELECTRICAL INSPECTION NO.: *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: JOBSITE INFORMATION: (*Indicates required information) 1000 Section: ~ Block: ~ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) ._~ ~'~a~ ( Lot: (Please Circle All That Apply) *Is job ready for inspection: *Do.you need a Temp Certificate: Temp Information (If neededJ *Service Size: 1 Phase *New Service: Re-connect Additional Information: (~/NO Rough In ~ yes/ ; 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead ,PAYMENT DUE WITH APPLICATION 824~oquest for Inspection Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1809 ro ' ax (631) 7 5 ,qer. nchert~jown.sou~5o~.ny, us BUII.T311XIG DEPARTMENT TOWN OF $OU~HOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: ~ ~ C~j X [ ~,//.~ *address: ~ t~- q ~ Co~' [ a~ *Cross Street: ~ou~ ~ eu4 *PhoneNo.: ~g~ ~ I g ~ ~' Pe~it No.: d~ J 0 Tax Map District: 1000 Section: ~'.~ Block: ~ Lot: *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) L~ J~.~ f (Please Circle All That Apply) *Is job ready for inspectiOn: Rough In *Do you need a Temp Certificate: Temp Information (If neededJ *Service Size: 1 Phase *New Service: Re-connect Additional Information: 3Phase 100 Underground YES/~_.~ . 150 200 300 350 400 Other Number of Meters Change of Service Overhead .PAYMENT DUE WITH APPLICATION 82~Request for Inspection Form Condon Engineering, P.C. New York State Licensed Professional Engineem 1755 Sigsbee Road Mattituck, New York 11952 www.condonengineering.com Hand Delivery 631-298-1986 Fax 631-298-2651 December 22, 2011 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: Cutchogue Business Center 8595 Cox Lane, Cutchogue SCTM: 1000-83-3-4.6 Dear Mr. Verity: Attached, please find four sets of the revised plans for the above referenced project. We also would like to amend the permit to include the Quonset Hut as part of this application. Thank you for your assistance with this project. Please do not hesitate to call me if you have any questions or require additional information. Very Truly Yours, Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ So,were Version 3.0 Release la Data flename: C:~Program Files\Check\COMchcek-EZ~Principi-CBC.cek Section 1: Project Information Project Name: Designer/Contractor. Cutchogue Business Center John Condon Condon Engineering, P.C. 1755 Sigabee Road Mattituck, NY 11952 631-298-1986 Document Author: Telephone: Date: Section 2: General Information Building Location (fir weather data): Climate Zone: Heating Degn:e Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Window / Wall Ratio: Suffolk, New York lib 5750 715 New Construction 0.03 Activity Tvne(s} Floor Area O~ce 3000 Storage, Industrial and Commemial 8893 Section 3: Requirements Checklist Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] Air Leakage, Component Certification, and Vapor Retarder Requirements 1. All joints and penctratious m-e caulked, gasketad, wcather-s~pped, or otherwise scaled. 2. Windows, doors, and skylights certifed as meeting leakage requirements. 3. Component R-values & U-f~ctom labeled as cc~6fed. 4. Fireplaces installed with tight fitting non-combustible fireplace doors. 5. Stair, elevator sha~ vents, and other dampers integral to the building envelope m:e equipped with motorized dampers. 6. Cmgo doors and loading dock doors are weather sealed. 7. Recessed lighting fxturas me: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance ~-om combustible materials and Climate-Spedfic Requirements Comtmnent NameJDes~i~tion Gross Cavity Cont. Proposed Budget Area R-Value R-Value U-Factor U-Factor Roofl: All-Wood Joist/Ra~er/Tross 9013 52.0 0.5 0.021 0.059 Roof2: All-Wood Joist/Ra~er/Tross 2880 51.2 0.5 0.021 0.059 Exterior Wall 1: Metal Frame, 16" o.¢. 3243 11.0 0.0 0.143 0.090 Window I: Wood Frame:Double Pane, Clear, SHGC 0.79 30 -- -- 0.490 0.598 Window 5: Wood Frame:Double Pane Clear, SHGC 0.79, PF 0.73 41 -- -- 0.490 0.598 Door 1: Solid 140 -- -- 0.295 0.142 Exterior Wall 2: Metal Frame, 16" o.c. 3243 11.0 0.0 0.143 0.090 Window 2: Wood Frame:Double Pane, Clear, SHGC 0.79 17 -- -- 0.490 0.598 Window 6: Wood Frame:Double Pane Clear, SHGC 0.79, PF 0.73 15 -- -- 0.490 0.598 Door 3: Solid 1002 -- -- 0.295 0.142 Exterior Wall 3: Wood Frame, Any Spacing 972 11.0 0.0 0.103 0.090 Window 3: Wood Frame:Double Pane, Cle~x, SHGC 0.79 50 -- -- 0.490 0.598 Door 2: Solid 23 -- -- 0.295 0.142 Exterior Wall 4: Wood Freane, Any Spacing 972 11.0 0.0 0.103 0.090 Window 4: Wood Frame:Double Pane, Other, SHGC 0.79 82 -- -- 0.490 0.598 Door 4: Solid 47 -- -- 0.295 0.142 Floor 1: Slab-On-Grade:Unheated, Vertical I f. 519 -- 0.0 -- -- (a) Budget U-fictors are used f~r so~.ware baseline calculations ONLY, and are not cede requirements. Envelope PASSES: Design 0.4% better than code Section 4: Compliance Statement The proposed envdope 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 Conservation Construction Code require~nents in COMcheck-EZ Version 3.0 Release la and to cemply with the mandatory requirements in the Roquirements Checklist. When a Registered Design Pm~ssional has stamped and signed this page, they ave attesting that to the best of his/her knowledge, belie~ and prof:asional judgment, such plans or specifications are in compliance with this Code. Principal Envelope Designer-Name Si Date L,A~.uU~ SANITARY DESIGN SANI]ARY El £1W CALCULAIEINS PROPOSED USE UNIT AREA SCDHS FLOW IUII.E l E LOW KI1CHEN FLOW .. --- ME~Ni~[fi~ ' ~5 S F 0 06 GP~S F 23 I GPO HEAVY FI AY o o3 GP~S ~ 4.4 GPO CDARSE [AN[I EL%.70' ,' '~~ .... ~': OFFICE '" 55~E 475 , D ~ D I ' O ~ ~'.r~ )FFICE ~5 S F , j // s~ I FOOD PROCESSING ~5 S E 0 03 GPD/S F ,'~ 0 GPD ~ ~ ~ ~' [ OFFICE 1.159SF 006GPDISF 695GPD Q' 'F[ N~ ] ~ ' '' ~ ~ ~ ~' FFICE 1.2g4SF 0O6GPD/SF 7/GGPD E;I tI~L[ f4[i ,' [x~Moo~sE 2BD~ 5~m P~EDi~ GALBEPTICTAN~ % mm ":L CO~ FFICE 1O07SF 006GPD/SF fiD4GPD IUPSD]L ~IJL) 12' ~/ / ¢ u.mTl UN,T~ mm UNIT3 METAL WAREHOUSE 1 STO~Y F~AME m ~ '~'~ ~ '~ ' - 'm '2 ' ~ ~'~ ~4 t¢=~¢~ TOTAL FlOW 673 1 GPD 8X2 4 GPD HEAVY C[ ¢'Y m) /EXISTING WE~ ~ED ~ CX~ I 4*K~H~N qlN FLOOR = 554' mi, m :'; ~qr~x~O~9 ~ ~ PROJECT '" MIXED q~AVLL J,4 '0L, [1 , / : ,r ~o~em'exr o~' LOCATION IUlAI SANITARY FLOW FLOW =6?31~PD ~ ~ m ~j ~ ~ ,~ ~n,, ~ h 1ACRESX6~GPDIACRE=3,~GPD C~A~SE ;AN[I ~ ~ED 1,2~ e~¢ ~ r';WMZ iV SERVICED BY PUBLIC WA~R) G~VEL J0Z ,:2h ~ ['% ~ ~qr~ G~SE~CTANK ~ ' ' ~ ,,ALSITEPROPOSEDSANITARYFLOWFLOW :GFJIGPD ,', t _.x,,, ' DE~ ~A~ ~L / ',' AIPPROXIMAT E ' LOCATION OF E x~C TING SEPTIC SYSTEM No 1 ¢OILET FLOW FROM UNd S 2 1~ IS' EXPANS~ ~ I//-" CAPPED ~ND[ iLL WATL~ E~qCUUf,'il PL]' ~EIAL L~C~OP~ EL 54~' I ~ ~ % VELL - - - O~ ~ LE~C f 1:]'~] 1 5 GPD/SQ FT: 5~ GPD / I 5 GI~D/?,rJ F f : 365 SF ..... LOCATION MAIP ,_,~ )~¢ ~.~' ~ SANITARY SYSTEM NOTES: ,,,)' ,,~PllNO~ 1~ GP~ObF M~NmMU~ REO"I~D ~ t)l RIL, N F~ TRAP I 5 ALL ADJADEHT PROPERTIES WITHIN I¢,0 r'' Ifil SITE A;,F ', ¢,;ED 5, PIJBLIC PROPOSED SEPTIC SYSTEM NOr3 (TOILET FLOW UNII I, kll CI IEN FLOW FOR UNITS 2,3 & 5) ' -- LEGEND SITE PLAN / ....... ' - .... ~ ' .... 1755 S,gsbee Road CU,CHDGUE NY L./'uu"':'2, _ _., ......................... ~ -~r ....... --. Ur.~. by ~JC ~ ( Mattituck, New York 11952 ~ 631) 298-1986 (831)298-1986 fax ''-"~Y~' ~ condoneRgineedng.com [ SANITARY PLAN O (,.9 LU O S 59°55'31" E z 218.0' 161.5' COX LANE !e e _ - 475.72' 1STORY METAL FRAME WAREHOUSE FIN.FLOOR =55,4' ASPHALT PARKING AREA 200 2' LAND NOW OR FORMERLY OF JEANNE M., GRACE & DONALD J. GRiM S.C.T.M. 1000-083-03-4.5 280 DEN-KEL LANE P.O.BOX 300 CUTCHOGUE, N.Y. 11935 FN COR JA~ 2 3 2012 ~-~J W/ELEVATION (U.O,N.) LDENOTES 2' DIA DROP INLET W/ELEVATION EL:52.8' SANITARY DIMENSIONS COR A B C D IA lB LP1 LP2 2A 2 F;P. ) 2A 2B 3A 3B LP6 LP7 12.~ 17.2' 90 (7 1045' 200.3'2007' 130.5' 1133' h~ s', :,,., , f , L~.~3~.~.~6~97~ .... Z~ING: ~G~ INDUSTR~L ELEVA ~ONS HEREON REFER TO ~PROX MSL DA ~M AND ARE LOT CO~GE : ~3,~13 S~. = 5,1% ( ALL R~ED AR~S) TOTAL LOT COVERAGE: 60,042 SQ,~. = 22.6 ( ALL IMPERMEAB~ SURFACES ) h ~ 25 13 0 SCALE' 1" = 50' SURVEY OF CUTCHOGUE BUSINESS CENTER SlTUATE A T CUTCHOGUE TOWN Of SOUTHOLD SUFFOLK COUNTY, NEW YORK S!C T M. DIST. 1000 SEC. 083 BLK, 03 LOT 4,6 25 50 75 100 125 150 175 200 DATE' SEPTEMBER 19, 2001 TO. 8595 COX LANE CUTCHOGUE, LLC 225 JAN 19 2812 JOB NO. 2001-325 MAP NO. FILED: REVISIONS: SITE PLaN & LOT SPLIT 2/8/02 SUBDIVISION MAP 2/20/02 UPDATE SURVEY 5114104 ADD LOT COVERAGE CALCS,6/24/04 ADD TOPO 9~4~04 ADD TEST HOLES 10/27/04 REV SUBD]V. DESIGN & SITEPLAN 1/6/05 UPDATE SURVEy 5/22/06 UPDATE & RECERTIFY 6/25/07 ASBUILT DRAINAGE 4/8/08 PREP FOR S.C.D.H.S. FINAL 1116112 REV. CERTS TO NEW OWNER 1/17/12 ADD WATER LINE 1/18/12 JCENSE NO. 050363 HANDS ON SURVEYING TI 26 SILVER BROOK DRIVE , FI FLANDERS, NEW YORK ~,,¢~ /I M~T N D HAND L S I, STEELDOOR ~ 6B' GALVANIZED EARTH SCREWANCHOR ~ ~ 4. p C. CONCRETE SLAB ~ 318' X 7 X 19 GALVANIZED WIRE ROPE MODEL WR~80 BY GLENMARTIN, INC. OR AN APPROVED EQUAL CASEMENT WWDOW OH DOOR 3/~' X 7 X 19 GALVANIZED WIRE ROPE MODEL WRY80 BY GLENMARTIN, INC. OR AN APPflOVED EQUAL PROVIDE TURNBUCKLES, U BOLT CLIPS AND T AS NECESSARY AT CONNECTION TO ANCHOR CABLE TO BE TIGHTENED SNUG TO STRUCTURE 66' GALVANIZED EARTH SCREW ANCHOR MODEL EC~80 BY GLENMARTIN, INC. OR AN APPROVED EQUAL (MIN, CAPACITY OF AN CHOR 9,500 LBS ,~-~ 4' P,C. CONCRETE SLAB 66" GALVANIZED EARTH SCREW ANCHOR MODEL EG~0 INC. OR AN APPROVED EQUAL (MIN. CAPACITY OF ANCHOR 9,5{;0 LBS ) FLOOR PLAN EARTH ANCHORING DETAIL SOUTH ELEVATION NORTH ELEVATION I I I I EAST ELEVATION WEST ELEVATION S.C,T.M. DIST. 1000 SEC, 083 BLK. 03 LOT 4.6 Ooaign Loads: - Roof ·Live Load. 20 psf Based on ASCE.7 and Pg = 20 psf per Figure R301.2(5) · Bead Load. 15 pM · Wind Loads. 120 mph - ASCE.7 qh = 20.5 pal (Exposure C) Roof C&C Loads: · 22.9 psf (Zone t) - 27.0 psf (Zone 2) - 27.0psf (Zone 3) Wall C&C Loads: - 25.1 psf (Zone 4) · 30.2 psf (Zone 5) PlansarepreparedbyCol ~onEngMeedng, P.C Itlsavl~la~no SMte Education Law,/~tN~e 145, Se~on 7209, Mr any person unless ad~g under Scale: 118' = 1'.-~" Drawn by: JJC Date: 12/22/2011 Condon Eng neenng, P.C. t755 Sigsbee Road Matfituck, New York 11952 (63t) 298-t986 (63t) 298-t986 fax www. condonengineerlng,com CUTCHOGUE BUSINESS CENT 8595 COX LANE CUTCHOGUE, NY 11935 QUONSET HUT EXISTING CONDITIONS PLAN 1 2 5'r0oP STOOP STOOP FIRST FLOOR PLAN 'i UNIT~ (2ND FLOOR) OCCUPANCY C L~SIFICATtO.~:~ UNIT fY2 SK'rUGHT SECOND FLOOR / ME77ANINE PLAN LEGEND: EXISTING WALLS PROPOSED WALLS WALLS TO BE REMOVED GENERAL NOTES: OCCUPANCY CLASSIFICATIONS WERE DETERMINED FROM CHAPTER 3 OF THE 2007 NYS BUILDING CODE. THE CONSTRUCTION CLASSIFICATION OF THE BUILDING IS CLASS 5B. THE MINIMUM FLOOR AREA PER FLOOR IS 8,500 SF AND ONE STORY FOR F-1 USES AND 9,000 SF AND 2 STORIES FOR BUSINESS USES. THE BUILDING IS A 2-STORY BUILDING WITH A FIRST FLOOR AREA OF 12,073 SF AND A SECOND FLOOR AREA OF 4,480 SF. BUILDING IS DESIGNED AS A NON-SEPARATED BUILDING. 3.1. UNITS 1 & 2 FOOTPRINT - 2,736 SF < 9,000 S.F. 3.2. UNITS 3 & 4 FOOTPRINT- 4,012 SF < 8,500 S.F. 3.3. UNITS 3 & 4 FOOTPRINT- 4,626 SF < 9,000 S.F. THE OCCUPANCY FOR EACH UNIT WAS DETERMINED FROM TABLE 1004.1.2 OF THE 2007 NYS BUILDING CODE AS FOLLOWS: 4.1. BUSINESS AREAS - 1 OCCUPANT PER 100 GFA 4.2. INDUSTRIAL AREAS - 1 OCCUPANT PER 100 GFA NUMBER OF BATHROOMS PER TABLE 403.1 AND SECTION 403.2 OF THE 2007 NYS PLUMBING CODE. 5.1. OCCUPANCY CLASSIFICATION B - 1 TOILET PER 50 PERSONS. 5.2. OCCUPANCY CLASSIFICATION F-1 - 1 TOILET PER 100 PERSONS. TWO EXITS PER UNIT NOT REQUIRED PER 2007 NYS BUILDING CODE SECTIONS 1014 AND 1015. MINIMUM EGRESS WIDTH OF 0.3" PER OCCUPANT OR 36" MIN. PER TABLE 1005.1 OF THE 2007 NYS BUILDING CODE. ALL MEZZANINE AREAS IN UNITS 1-5 ARE LESS THAN 1/3 OF THE FLOOR AREA PER SECTION 505.3 AND HAVE OCCUPANCIES LESS THAN 10 AND DO NOT NEED TO BE OPENED TO THE REST OF THE SPACE PER SECTION 505.4. UNIT 6 SECOND FLOOR AREA IS LESS THAN 3,000 S.F., THEREFORE, AN ELEVATOR IS NOT REQUIRED. 10. ALL STAIRS TO MEET THE MINIMUM REQUIREMENTS UNDER SECTION 1009. ALL RAILINGS ON STAIRS, LANDINGS AND MEZZANINES TO MEET THE REQUIREMENTS OF THE NYS BUILDING CODE SECTION 1009. 11. THE METAL CORRUGATED FINISHES ON THE BUILDING DOES NOT HAVE A FIRE RATING. 54' MIN. 42" MIN. ELEVAIION - 81DE WALL 'll .. zo -~ ~'-~ om II =1~° o"1 ELEVATION - BACK WALL TYPICAL MOUNTING HEIGHTS FOR H.C. TOILETS NOT TO SCALE 12/22/11 REVISE FLOOR PLANS 1113/tl REVISE FLOOR PLANS 5/2tl08 TOWN COMMENTS 4/8/08 TOWN COMMENTS REVISIONS Scale:liS'= 1'-0" Drawn by: JJC Date: 2/20/2008 Cond0n Englneenng, P.C. 1755 Sigsbee Road Mattituck, New York t 1952 (631) 298-1986 (631) 298-t986 fax www.condonengineerlng.com CUTCHOGUE BUSINESS CENTER 8595 COX LANE CUTCHOGUE, NY 11935 EXISTING FLOOR PLANS 5 UNIT f~4 UNIT#3 UNIT #1 d CEILING FLOOR · Bearing t~e UL Clllaif, ca~n Barking 3 HO~TAIL A L ERNATEU TEST ANDCESTIF D3I~URFIR~URFiR WALL MAY SUBSI1TU UBJE ROVAL£ ~.kTH~' FIRST FLOOR PLAN UNIT ~6 UNIT f5 UNIT fi3 UNIT ~6 UNIT ~4 UNIT f;2 SECOND FLOOR / MEZZANINE PLAN UNIT #1 LEGEND: EXISTING WALLS PROPOSED WALLS WALLS TO BE REMOVED FIRE RATED WALL S.C.T.M, DIST, 10~0 SEC. 083 BLK. 03 LOT 4.6 Scale: 1/8": 1'~' Drawn by: JJC Date: 2Y~0/2008 Condon Englneenng, P.C. J755 Sigsbee Road Mattituck, New York 11952 (631) 298~1986 (631) 298'1986 fax www.condonenglneering.com CUTCHOGUE BUSINESS CENTER 8595 COX LANE CUTCHOGUE, NY 11935 EXISTING FLOOR PLANS & FIRE PROOFING PLAN 12/22Jtt REVISE FLOOR PLANS 1113111 REVISE FLOOR pLANS 5/21/08 TOWN COMMENTS 4/5/08 TOWN COMMENTS REVISIONS UNIT #7 UNIT #8 ................................... ~ ................................................................................................................................................................................................... EZ]_-_--_-E_-Z--]_--]---]_-E~]_-_-_-_-_-]_--_-]-]_-E_-~ZZE---]E---- ................................... J EAST ELEVATION ~_! ................................................................. -~- .................................. 7777ZZZZEZZZ;ZZZZZZ711 ........................................................................... WEST ELEVATION UNIT~ ~EENOTEI) MECHANICAL ROOM UNIT #1 SOUTH ELEVATION NORTH ELEVATION 111~/tl REVISE FLOOR PLANS NOTE: THE EXISTING WINDOWS BUBBLED ON THE ELEVATIONS ARE SHOWN ON THE APPROVED FLOOR PLANS BY THE SOUTHOLD TOWN PLANNING DEPARTSIENT DATEO OCTOBER t7, 2006, BUT WERE NOT SHOWN ON THE APPROVED ELEVATIONS. S.C.T.M. DIST. 1000 SEC. 083 BLK. 03 LOT 4.6 Scale: 1/8' = 1'~" Drawn by: JJC Condon Engmeer, ng, P.C. 1755 Sigsbee Road Matfltuck, New York 11952 (631) 2981'1986 (631) 298-1986 fax www.oondonen§ineering.com CUTCHOGUE BUSINESS CENTER 8595 COX LANE CUTCHOGUE, NY 11935 EXISTING BUILDING ELEVATIONS UNIT f~ UNIT ~6 (2ND FLOOR) UP UNIT#4 UNIT #7 FIRST FLOOR PLAN UNITer3 UNIT fi5 DN UNITf~6 SECOND FLOOR / MEZZANINE PLAN UNITn2 UNITft2 UNJT#1 UNIT #t UNITf~2 Framing Notes: The contractor l$ to very all measurements in the field and any discrepancies am to be brought to the attention of the Engineer or Architect prior to consflucttsn. Wood Framing 1. AIl lumber is to be No. 2 or betfar Douglaa Fir Larch (N) with the following minimum specigcstfans: Fb =825psi Fy= 96 psi Fc perp = 625 psi E = 1,600,000 psi 2. AIl Laminated Veneer Lumber is to have the fallowing minimum specifications: Fb = 2,900 psi Fv = 290 psi Fc perp = 650 psi E = 2,000,000 psi 3. AIl basins fabflcsted with multiple Laminated Veneer Lumber boards are to be nailed/boged in accordance with the manufacturer's specifications. 4. All straps, connectors, plst~, bolts, nails, etc. are to be galvanized or stainless steel. Deslgnsted connectors, strap etc. on these drawings are made by Simpson unless Indicated othen~ice. All concectom, straps etc. arato be nalledlbolthd in accordance with manufacturer's specifications. 5. Solid btscking is to be installed every 8, max or mid span of all rafters with spans exceeding 8'. 6. Walls are fa be framed with 2x6 inch studs spaced 16 Inches O.C. unless indicated otherwise. Design Loads: Second Floor - Live Load 80 psf (office Space) · Live Loud 80 psf (cerTidores) · Dead Load. 15 pst LEGEND: EXISTING WALLS PROPOSED WALLS WALLS TO BE REMOVED t. 1t/3/11 REVISE FLOe 4/8/06 TOWN COMMENTS , REVISIONS S.C.T.M. DIST. 10O0 SEC. 083 BLK. 03 LOT 4.6 Scale: 118' = 1'-0' Drawn by: JJC Date: 2/20/2008 Condon Eng neenng, P.C. t755 Sigsbee Road Maffituck, New York 11952 (631) 298-1986 (631} 298-1986 fax www.condonengineering.com CUTCHOGUE BU$1NES,' 8595 COX LANE CUTCHOGUE, NY 11935 EXISTING FRAMING PLANS & IMPROVEMENTS 5 To Septic System #1 · 6" PVC j . Clothes Cast Iron Pipe Through Foundation POTATO CHIP PROCESS WASTE UNIT #4 CO 6" PVC ~.----Cast iron House Tip Cast Iron Pipe Through Foundation To Septic System ~2 · SANITARY PLUMBING RISER DRAWING (UNIT 4) Mezz, Bathroom ~ Bathroom . from Mechanical ~ D=I. J' II ...... ~_ .... -L _ .--~ SUPPLY PLUMBING RISER DRAWING UNIT 1 3"PVC Vent through roof 3"PVC Vent through roof UNIT #5 2" PVC ' ' r-] UNIT #6 -5 CO 6" PVC 3" PVC Vent 3" PVC Vent through roof ~ 4 PVC/ L ~' ~ , ~ i L : ' , I ,.~1 u~ I.~ I I q:~ . ~ ~ ~-.,v~ ~ ~".vc ~ .vc . ~2" Pvc ~ 3" PVC ~ 4" Pvc ~ ~ ~ s" PVC ~co SANITARY PLUMBING RISER DRAWING (UNITS 2-10) To Septic System #3 · UNrT fi<3 CO 6" PVC ~ast Iron House Trap Cast Iran Pipe Through Foundation UNIT #1 FUTURE KITCHEN LINES Ii FROM UNITS 2,3&5WILL Lr~ BECONNECTEDTO SEPTIC SYSTEM~ 3"PV SANITARY PLUMBING RISER DRAWING (UNIT 3) To Septic System #1 · 3" PVC Vent UNIT #1 MEZZ. 4" PVC J CO 6" PVC .go ~--Cast Iron House Imp Cast Iron Pipe Through Foundation SANITARY PLUMBING RISER DRAWING (UNIT 1) from Mechanical ~.* --~ Ba__thmom Food Processing SUPPLY PLUMBING RISER DRAWING FOR UNIT 3 Water service Room Shul~Va~ SUPPLY PLUMBING RISER DRAWING UNIT 2 EXISTING 50 GAL. ~-~1 Room Shut GIT Valv~ ~ Drain SUPPLY PLUMBING RISER DRAWING FOR UNIT 4 Water sel~ice from Mechanical Room / Drain Shut Oil Val~ ~ SUPPLY PLUMBING RISER DRAWING UNIT 5 fromRoom Mechanical Dra~n Kil~hen Laundry POTATO CHIP IPROCESSING In~nor MENS SUPPLY PLUMBING RISER DRAWING UNIT 6 CW from Mechanical ~ irain~ LJ' : Room ..... ~. WOMENS SUPPLY PLUMBING RISER DRAWING UNIT 6 S.C.T.M. DIST. 1000 SEC. 083 BLK. 03 LOT 4.6 Scale: N.T.S. Drawn by: JJC Date: 2/20/20~8 Bathmom Mezz. Bathroom ICondon Eng,neenng, P.C. 1755 $igsbee Road Mattituck, New York 11952 (631) 298~t986 (631) 298-1986 fax www. condonengineerlng.com CUTCHOGUE BUSINESS CENTER 8595 COX LANE CUTCHOGUE, NY 11935 PLUMBING RISER DIAGRAMS 1113/tl REVISE FLOOR PLANS 5/21108 TOWN COMMENTS REVISIONS DOUBLE HUNG WINDOWS OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR J ( ~~ J (%- ~-~e,,~7-~ -I- TOTAL UNIT OCCUPANCY: 14 PERSONS 1,378OCCUPANcyS F UGHTciJAEDiFiCATiON:INIDUSTRIAL & OFFICEF.1 MEC~NICAL STOOGE -- ~ oc~u.~c~:~.~.ED.N ~ ~'~' ~'AL "~'~ ~ ~ ~ ~ ~ LEGEND: 1. 2. (2} 2'4" x 5'-0" (2) 2'-6' x 5'-0" (2) 2'-6' x 4'-2" 4'4" 2'-8' x 1'~8" {2) 2'-8' x 2'-0' j ELECTRICAL DOUBLE HUNG WINDOWS DOUBLE HUNG WINDOWS DOUBLE HUNG WINDOWS AWNING WINDOW AWNING WINDOW AWNING WINDOW DBL. HUNG WINDOWS AWNING WINDOW AWNING WINDOW CONCRETE STOOP CONCRETE CONCRETE CONCRETE CONCRETE STOOP STOOP STOOP STOOP FIRST FLOOR PLAN 3. EXISTING WALLS PROPOSED WALLS WALLS TO BE REMOVED GENERAL NOTES: UNIT#10 OCCUPANCY CLAES]FICATION: B DATE:~.P.~I ' V~ ITH ALL CODES OF ~o~,,~,, ~ NEW YORK STATE & TOWN CODES FEE: BY'('- ~/~[ , ' ~ ~, NO~ ~EPA~'~-~ENT AT AS REQzU,RED AND UO, ,DITIONS OF 765-1J02 8AM TO 4PM FOR THE /'///~- $OUTNOLDTOWNZBA FOLLOWING INSPECTIONS: ~// . SO~--"'9LD TOWN PL~INING BOARD 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2.ROUGH - FRAMING & PLUMBING 3.INSULATION 4.FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIR EMENT8 OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERROF~. CERTIFIOATION OF NAILING & CONNECTIONS · -.-..-~-..~ SC,;: HOLO TOWN TRUSTEES i'~/~y' N,Y 8. DEC OCCUPANCYOR USEiS UNLAWFUL WITHOUT CERTIFICATE OFOCCUPANCY ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. FIRE INSPECTION' REGUIRED BEFORE OPENING UNIT ft~ UNOCCUPIED SPACE PLUMBE~ CERTIFICATION ON LEAD ~ONTENT BEFORE CERTIFIC,.4TE ~ ~CUPA~y PLUMBING ~.~D IN WATER A~ PLUMBING WAS~ PURSUANT TO OF THE TOWN GODS, COMPLY Wfiq'l CHAPTER ~46' FLOOD DAIVI~GE PR~-~NTION SOUTHOLD TOWN .~, SECOND FLOOR / MEZZANINE PLAN UNIT #3 STORAGE LOFT UNIT #2 STORAGE: 281 S.F, 54' MiN. ELEVATIOn-fiDE wAL~ NOTE: ~MIRROR ELEVATION - BACK WALL ALL TOILET ROOMS SHALL MEET THE REQUIREMENTS OF &N.S.I. A 117.1 · LATEST EDITION, FOR THE PHYSICALLY HANDICAPPED, 6'·0" MIN. I 24' MIN. TYPICAL MOUNTING HEIGHTS FOR H.C. TOILETS JdOT TO SCALE 18" Scale: 1/8': 1'-0" Drawn by: JJC Date: 2/20/2008 10, 11. 12. OCCUPANCY CLASSIFICATIONS WERE DETERMINED FROM CHAPTER 3 OF THE 2007 NYS BUILDING CODE. THE CONSTRUCTION CLASSIFICATION OF THE BUILDING IS CLASS 5A. THE MINIMUM FLOOR AREA PER FLOOR 18 14,000 8F AND A MAXIMUM OF 2 STORIES. THE BUILDING r8 A 2-STORY BUILDING WITH A FIRST FLOOR AREA OF 12,073 8F AND A 8EOOND FLOOR AREA OF 4,480 BF. THE OCCUPANCY FOR EACH UNIT WAS DETERMINED FROM TABLE 1004.1.2 OF THE 2007 NYS BUILDING CODE AS FOLLOWS: 3.1, BUSINESS AREAS - 1 OCCUPANT PER 100 GFA 3.2. INDUSTRIAL AREAS - 1 OCCUPANT PER 100 GFA 3.3. STORAGE AREAS -10CCUPANTPER300GFA NUMBER OF BATHROOMS PER TABLE 403.1 AND SECTION 403.2 OF THE 2007 NYS PLUMBING CODE. 4.1. OCCUPANCY CLASSIFICATION B - 1 TOILET PER 50 PERSONS. 4.2. OCCUPANCY CLASSIFICATION F-1 - 1 TOILET PER 100 PERSONS. TWO EXITS PER UNIT NOT REQUIRED PER 2007 NYS BUILDING CODE SECTIONS 1014 AND 1015. MINIMUM EGRESS WIDTH OF 0.3" PER OCCUPANT OR 36" MIN. PER TABLE 1005.1 OF THE 2007 NYS BUILDING CODE. 15.5 INCHES OF ADDITIONAL FIBERGLASS BATT INSULATION IS REQUIRED IN THE ENTIRE CEILING AREA IN THE ATTIC. STAIR RISER HEIGHTS SHALL BE 7" MAXIMUM AND 4" MINIMUM, THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY 0.375", THE TREAD DEPTH SHALL BE 11" MINIMUM. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST DEPTH BY 0.375". STAIRS IN BUILDING TO BE REBUILT TO MEET THESE REQUIREMENTS AS NECESSARY, ALL CEILINGS AT THE ROOF TRUSSES TO HAVE A 1 HOUR FIRE RATING. INSTALL 5/8" GYPSUM AS REQUIRED TO FOR A 1 HOUR FIRE RATING. ALL RAILINGS ON STAIRS, LANDINGS AND MEZZANINES TO MEET THE REQUIREMENTS OF THE NYS BUILDING CODE SECTION 1009. A TYPE II HOOD TO BE INSTALLED OVER ALL OVENS AND RANGES IN THE BUILDING AS REQUIRED. THE METAL CORRUGATED FINISHES ON THE BUILDING DOES NOT HAVE A FIRE RATING. Condon Engmeermg, P.C. 5/21108 TOWN COMMENTS 4/8/08 TOWN COMMENTS REVISIONS 1755 Sigsbee Road Mattit~uck, New York 11952 (631) 298-1986 (631) 298-t986 fax www.condonengineering,com CUTCHOGUE BUSINESS CENTER 8595 COX LANE CUTCHOGUE, NY 11935 EXISTING FLOOR PLANS · STAI8 Up Tp .......... ...... flEW 2 HOUR FIRE RATED ...... ~SEE WALL'DETAILS) ' ' :FILINq .... (SEE DETAIL) . . ............... ~57S.F, OFPICE .... 4 COMMON FOYER 2 HOUR FIRE ~ RATED DOOR J I I HEW 3 HOUR FIRE RATED WALL TO ROOF (TYP.) (SEE WALL DETNLS) UNIT#5 92g 8.F, FOOD PROCESSING HEW2X6STUD3HOUR CEILINGALONG EDGEOF FLOORAHOVE .... WALL TO CEILING .'.'.'.'.'. ~.E~?WALLbEYAiL~) 'MECRASICAL ' ' , ~To~ . · 2HOURFIRE .... ' 'RATEDDOOR ' ' ...... 2HOURRATED[ 3 HOUR FIRE ...... ..... RATEDOOOR 'NEW*2 HOUR'FIRE RATED ' WALLg'O CEIUNG (TYP.) ' NEW 2 HOUR FIRE RATED UNIT #7. T NEW 3 HOUR FIRE RATED UNIT #5 272 8,F. OFFICE (SEE WALL DETAILS) · 2.HOUR RATEO.CEILHIG FOR,ALL CEIURE ...... · . , AREAS LOCATED.UNDER OCCUPIED AREAS · (SEE DET'AIL) ...... ....... 788 S.R OFFICE .... I NEW 3 HOUR FlEE RATED WALL TO ROOF (TYP,) (SEE WALL DETAILS) 2.I32 S.F. FOOD PROCESSING NEW 3 HOUR FIRE RATED WALL TO ROOF (TYP.) (SEE WALL DETAILS) 1,738 8.F. FOOD PROCESSING UNIT #3 142 S F OFFICE UNIT #2 1,077 8 F FOOD PREPARATION NEW 3 HOUR FIRE RATED WALL TO ROOF (TYp.) / (SEE WALL DETAILS) UNiT #1 1,378 S.F. LIGHT IN[DUSTRIAL & OFFICE UNIT #2 ~X] B.F, OFFICE FIRST FLOOR PLAN EXISTING WINDOW TO BE REMOVED OR REPLACED q NEW 2 HOUR FIRE RATED WINDOW NEW 2 HOUR FrRE RATED WALL TO ROOF (TYP.) (SEE WALL DETAILS) 2 HOUR FIRE UNIT t~ 927 S,F, OFFICE NEW 2 HOUR FIRE RATED WALL TO ROOF (TYP.) (SEE WALL DETAILS) UNIT#10 2 HOUR FIRE POWDER POWDER DN UPPER FOYER 2 HOUR FIRE UNIT #9 NEW 2 HOUR FIRE RATED WALL TO ROOF {1YP.) (SEE WALL DETAILS) UNIT#E STORAGE LOFT: 260 S UNIT#3 UNJTM1 380 E,F, OFFICE UNIT SECOND FLOOR / MEZZANINE PLAN le 2X6 STUDS EX]STING FIBERGLASS 2 HOUR WALL DETAIL 16" 2X6 STUDS 2 HOUR WALL DETAIL 3 HOUR WALL DETAIL (DESIGN HO, U435) 1611 EXISTING 314" T&G FLO~:NG 1/2"T_ EXISTING E/8" GYPSUM NEW 5/~" GYPSUM NEW 51E" GYPSUM END JOINT DETAIL 2 HOUR CEILING DETAIL (DESIGN NO. L538) LEGEND: EXISTING WALLS $121108 TOWN COMMENTS 4/8/08 TOWN COMMENTS REVISIONS PROPOSED WALLS WALLS TO BE REMOVED S C,T.M. DIET, 1000 SEC. 083 BLK. 03 LOt 4.6 Scale: 1/8": %0" Drawn by' J JO Date: 2/20/2008 Condon Englneenng, P.C. 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-t986 (631) 298-1986 fax www,condonenginearing.com CUTCHOGUE BUSINESS C 8595 COX LANE CUTCHOGUE, NY 11935 EXISTING FLOOR PLANS & 5 FIRE PROOFING PLAN - EXIS11NG W~NDOW (SEE NOIE 1) UNIT #7 UNIT #8 UNIT #4 UNIT f/3 UNIT fl2 UNIT #1 ~ EAST ELEVATION EXISTING WINDOW (SEE NOTE 1) UNIT~ IUNIT ~2 UNIT~ UNIT#4 UNIT #5 ~IT;~ uNrrs ~9 AND #10 ABOVE UNIT~6 I WEST ELEVATION (SEE NOIE 1) MECHANICAL ROOM UNIT #t ~ SOUTH ELEVATION NORTH ELEVATION REVISIONS NOTIE: 1. THE EXISTING'&qNDOWS BUBBLED ON TIlE ELEVATIONS ARE SHO01~I ON THE APPROVED FLOOR PLANS BY THE SOUTHOLO TOWN PLANNING DEPARd~'MENT DATED OCTOBER 17, 2006, BUT WERE NOT SHOOVN ON THE APPROVED ELEVATIONS. S.C.T.M. DIST. 1009 SEC. 083 BLK. 03 LOT 4.6 Scala: 1/8 = 1-0 Date: 2/2012008 ICondon Engineering, P.C. J755 Sigsbee Road Matfituck, New York ~ 1952 (631) 298-1986 (631) 298 1986 fax www.condonenglneering.com CUTCHOGUE BUSINESS CENTER 8595 COX LANE CUTCHOGUE, NY 11935 ELEVATIONS FIRST FLOOR PLAN STAIRS TO BE REBUILT UNIT#10 EXISTING DOOR CLOSE OPENING UNIT #4 SECOND FLOOR / MEZZANINE PLAN UNIT#3 STORAGE LOFT Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Enginenr/Architect prior to construction. 1 - All concrete 3,500 psi after 28 days minimum. 2 - All rebar ASTM A-615 Grade 60. 3 - Footings are to be tsatalled on undisturbed virgin soil. the bottoms of all footings are to be installed a minimum of 3' below grade unless indicated otherwise. 4 - The Engineer is to be contacted if unacceptable or questionable soil is encountered dudng excavation. Unacceptable soil Is soil containing clay and/or organic material, 5- Base Material layer shown on the drawings is to be a compactable, easy to trim, granular fill that will remain stable and support construction traffic. A clean fine-grained material with at least 10 to 30% of particles passing a No. 100 sieve but not containing silt, or organic material is recommended. Framing Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer or Architect prior to construction. Wood Framing 1. All lumber is to be No. 2 or better Douglas Fir Larch (N) with the following minimum specifications: Fb = 825 psi Fv = 95 psi Fc perp= 625psi E = 1,600,000psi 2. AIl Laminated Veneer Lumber is to have the following minimum specifications: Fb = 2,900 psi Fv = 290 psi FC perp = 650 psi E = 2,000,000 psi 3. AIl beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance with the manufacturer's specifications. 4. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise. All connectors, straps etc. are to be nailed/belted in accordance with the manufacturer's specifications. 5. Solid blocking is to be Installed eve~j 8' max or mid span of all rafters with spans exceeding 8'. 6. Walls ara to be framed with 2x6 inch studs spaced 16 inches O.C. unless indicated otherwise. Design Loads: Second Floor · Live Load 50 psf (office Space) - Live Load 80 psf (conidorea) - Dead Load - 15 pat LEGEND: EXISTING WALLS PROPOSED WALLS WALLS TO BE REMOVED zzzzzzzzzzzz 4/8/08 TOWN COMMENTS REVISIONS S.C.T.M DIST. 1000 SEC, ~63 BLK. 03 LOT 4.8 Scale: 118" = 1'-0" Drawn by: JJC Date; 2/20/2008 Condon Englneenng, P.C. I ssss cox LANE t75S Sigsbee Road ~ CUTCHOGUE, NY 11935 Matfituck, New York 11952 (63t) 298-1986 (631) 298-t986 fax / EXISTING FRAMING www.co.do.e.gi.eari.g.com ! PLANS & IMPROVEMENTS To Septic System #1 · 4" PVC Vent through roof r~ UNIT#tO .- r.~~ ~ 3" PVC U NiT #9 Clothes Washer ~ 3" PVC ~k,.~3ast Iron House Trap Cast Iron Pipe Through Foundation To Septic System #2 · POTATO CHIF PROCESS WASTE :~sE"PVC~ / /- ~"~ast Iron House Trap Cast Iron Pipe Through Foundation SANITARY PLUMBING RISER DRAWING 3" PVL 4" PVC / 4" PVC Vent through mot s,, PVC--~_~._ ...---I ' I 4" PVC Vent through roof UNIT #5 2" PVC .,_~?' PVC '--F UNIT I ' 3" PV VC 3" PV V .PVC 4" PVC Vent 4" PVC Vent through mot through roof J UNIT #4 3"PV ..~ J / 3" PVC / 4 PVC SANITARY PLUMBING RISER DRAWING To Septic System #3 · (UNITS 2-1,0) .. UNiT ~3 2" PVC ~O 6" PVC O ~ 6" PVC ~ast Ilron House Tip Cast Im~n Pipe Through Foundabon SANITARY PLUMBING RISER DRAWING (UNIT 3) FUTURE KITCHEN LINES FROM UNITS 2, 3 & 5 WILL BE CONNECTED TO SEPTIC SYSTEM #3 To Septic System #1 . 4" PVC Vent throu 1 roof UNIT #1 MEZZ. 2" PVC VC 4" PVC / ~ast Iron House Trap Cast Iron P~pe Through Foundation SANITARY PLUMBING RISER DRAWING (UNIT 1) ELECTRICHOTWA~' ~ I Mezz Bathroom -. ~ Bathroom ~_IT_. j.l~lCW[ SUPPLY PL ~I~/IBING RISER DRAWING UNIT 1 Intehor Hose elbb EXISTING ED GAL, ELECTRIC HOT WATER HEATER Bathroom ,~UPPLY PLUMBING RISER DRAWING TYPICAL FOR UNITS 8, 9 AND 10 ELECTRIC HOT WATER HEATER Water service from Mechanical Shut Off Valve ~ Food Procesmng SUPPLY PLUMBING RISER DRAWING FOR UNIT 3 EXISTINg 50 GAL. ~ ELECTRIC HOT WATER HEATER Water service #om Mechanical ? Room Shut off Valve J Drain Bathroo~m SUPPLY PLUMBING RISER DRAWING UNIT ? ELECTRIC HOT WATER HEATER from Mechanical D~ Bathroom Food ProcessinB .... i ..... z .... L .... J POTATO CHIP PROCESSING Hose Blbb SUPPLY PLUMBING RISER DRAWING FOR UNIT EXISTING 50 GAL ELECTRIC HOT WATER HEATER Water service from Mechanical Room Drain Shut OffVal~ Bathroo~m ~"cw SUPPLY PLUMBING RISER DRAWING UNIT 5 Mezz. Bathroom EXISTING 50 GAL, ELECTRIC HOT WATER HEATER Water service from Mechanical ~3 Room Kitchen Laundry Bathroom SUPPLY PLUMBING RISER DRAWING UNIT 6 Bathroom EXISTING B] GAL ELECTRIC HOT WATER HEATER Water slervice :~" CW from Mechanical D/~ ROOlm Shut ORVa~ ~ Drain ~"~W SUPPLY PLUMBING RISER DRAWING UNIT 7 5/21108 TOWN COMMENTS REVISIONS 8.C.T.M. DIST. 1000 SEC. 083 BLK. 03 LOT 4.6 Scale: N.T.S. Drawn by' JJC Date: 2/20/2008 l Condon Engineering, CUTCHOGUE BUSINESS CENTER Mattituck, New York ~ t 952 (631) 298-1986 (631) 298 1986 faxI PLUMBING RISER www.condonengineering.com J DIAGRAMS