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HomeMy WebLinkAbout36710-Z Town of Southold Annex 2/29/2012 �o� c°Gyp P.O.Box 1179 N 54375 Main Road o Southold,New York 11971 y o� CERTIFICATE OF OCCUPANCY No: 35461 Date: 2/29/2012 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 8595 Cox Lane, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 83.-3-4.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/23/2011 pursuant to which Building Permit 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 CUI'CHOGUE LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-05-0019 1/23/12 ELECTRICAL CERTIFICATE NO. 36710 1/13/12 PLUMBERS CERTIFICATION DATED 1/17/12 1-12M Labs Author'Author&Ld Signature SF Town of Southold Annex 2/29/2012 46.y P.O.Box 1179 co 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35462 Date: 2/29/2012 THIS CERTIFIES that the building COMMERCIAL Location of Property: 8595 Cox Lane, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 83.-3-4.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/23/2011 pursuant to which Building Permit 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"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. 36710 2/10/12 PLUMBERS CERTIFICATION DATED Authorize Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT f co TOWN CLERKS OFFICE o . SOUTHOLD, NY BUILDING PERMIT , (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36710 Date 9/23/2011 Permission is hereby granted to: FORK RESOURCES INC NORTH 8595 COX LANE CUTCHOGUE, LLC 825 THIRD AVENUE 37th FLOOR NEW YORK, 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 9/23/2011 and approved by the Building Inspector. To expire on 3/23/2013. Fees: PERMIT RENEWAL $5,980.00 CO -BUSINESSES $50.00 Total: $6,030.00 Bui i Inspector 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. 33927 Z Date MAY 22, 2008 Permission is hereby granted to: �a .3^ �. V� FORK RESOURCES INC NORTH I�-�` PO BOX 1248 - 7 SOUTHOLD,NY 11971 � for o a AS BUILT BUILDING CONVERSION TO A MULTI-TENANT BUSINESS USE PER PLANNING BOARD APPROVAL. at premises located at 12820 OREGON RD CUTCHOGUE County Tax Map No. 473889 Section 083 Block 0003 Lot No. 004 . 006 pursuant to application dated FEBRUARY 22, 2008 and approved by the Building Inspector to expire on NOVEMBER , 2009 . Fee $ 11, 960 . 00 ri ed Si�nat re 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, property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees .1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. . Updated Certificate of Occupancy- $50.00 .5. Temporary Certificate of Occupancy- Residential $15.00, Commercial$15.00 j Da e" �I l � New Construction: Old or Pre-exi V stm�Building•_ (check one) Location of Property: CM( �6.14 C Gt 4 IL/A., House No. Street bp inlet Owner or Owners of Property: S C Q14 �� Suffolk County Tax Map No 1000, Section Block Lot ` 6 Sulidivision Filed Map. Lot: Permit No. 3-G Date of Pen-nit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Kequest for: Temporary Certificate Filial Certificate: (check one) Fee Submitted: $ Applicant Signature o�*pF SO(/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.riche rt(a-town.southo Id.ny.us Southold,NY 1 1 97 1-0959 �yCOUNTV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 8595 Cox Lane LLC Address: 8595 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 DBA: License No: SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 100 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 14 Wall Fixtures 19 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel 10 A/C Blower Range Recpt Fluorescent Fixture 81 Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches 62 Twist Lock Exit Fixtures 12 TVSS Other Equipment: 10 meter service, electrical survey-as built-no visual defects Notes: Inspector Signature: ,et. p _ Date: Jan 13 2012 81-Cert Electrical Compliance Form pF SO!/ryolo Town Hall Annex Telephone(631)765 1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roper.richert(aD-town.southold.ny.us Southold,NY 11971-0959 CUUNT`I,N BUILDING DEPARTMENT TOWN OF SOUTHOLD 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 X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 60a A/C Blower Range Recpt Fluorescent Fixture 3 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1 Twist Lock Exit Fixtures TVSS Other Equipment: as built, quanset but-no visual defects, 1-pole light Notes: Inspector Signature: Date:feb 10 2012 81-Cert Electrical Compliance Form.xls 3 (vol � o BE tabs LABORATORY RESULTS 575 Broad Hollow Melville,NY 11747 For the submitted sample Sample Information... Type: Solder TEL:631-694- FAX:631-420-8436 NYSDOH ID#10478 3040 Origin: Other HARRY GOLDMAN WATER TESTING 8700 MAIN ROAD Lab No. : 1201289-001 Routine MATTITUCK,NY 11952 Client Sample ID.: CUTCHOGUE BUSINESS CENTER Attn To Federal ID 8695 COX LANE,CUTCHOGUE Collected :1/10/2012 8:20:00 AM Point No 300 SOURCE(UNIT#6-MECH ROOM- WATER MAIN)(1000-83-3-4.6/C10- Received :1/1 0/201 2 1 1:45:00 AM Location: 05-0019) Collected By AW99 Copy : Parameter(s) Results Qualifier D.F. Units Limit Method Number Analyzed Lead 0.03 1 % 0.2 SW601 OB 01/17/2012 1:35 PM D ECEJWE FEB - 8 2012 BLDG. DEPT. TOWN Of SOUTHOLD Qualifiers: Result(s)reported meet(s)NYS Regulatory Limit(s). Result(s)flagged with * Exceed NYS Regulatory Limit(s). Limit noted. E-Value above quantitation range Laboratory Manager D-Results for Dilution D.F.=Dilution Factor H=Received/analyzed outside of analytical holding time Date Reported: 1/18/2012 Page 1 of 1 OF SObTyolo ,33 9-�-7 courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION EMARKS: .,�1�✓��l j z DATE° �� 9 INSPECTOR OF SO(/lyo� # # G �OUN1Y,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 f u INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR(- f SO(/T�O� ia_ TOWN OF SOUTHOLD BUILDING DE T. 765-1802 4s INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] RE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Ar � D ECG -ems �i ►��ouJ v Ppfzyz U ac:55-6- DATE.-2INSPECTOR Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com February 28, 2012 p E C E W Mr. Mike Verity FEB 2 9 2012 Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 TOWNN O OF F SOUTHUTHOLD Re: Cutchogue Business Center 8595 Cox Lane,Cutchogue SCTM: 1000-83-3-4.6 Dear Mr. Verity: 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 ceTngs, 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 2"d 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 be installed in conformance with the NYS Building Code. l� The existing Quonset but 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, J/�J. ondon, P.E. FIELD INSPECTION REPORT DATE I COMMENTS U FOUNDATION(1ST) N ------------------------------------- \\\\ FOUNDATION (2ND) z O y ROUGH FRAAUNG& PLUMBING y INSULATION PER N.Y. STATE ENERGY CODE C n C FINAL ICJA DITIONAL CO 1 -- D� � Z .4L,cg l 1 - . bK P9 e i r-w \ 0 0 x ro y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form �.I - Contact: ApprovedS12-2, 20 Mail to: Disapproved a Phone: Expiration 120 �? 11 Building Inspector APPLICATION FOR BUILDING PERMIT Date �`i 2 , 20 L- — INSTRUCTIONS -a-T1iis application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the 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. p ignature of applO'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 lyolrrq 12G--souzcc`S roc (As on the tax roll or latest deed) I ap lica .is a corpora ion, signature of duly authorized officer m 9 tc `5 �'rzr.•c . Name and tie f corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location pf land on which proposed work will be done: House Number Street Ham et County Tax Map No. 1000 Section 60 Blo_o� _ , .g Lot Subdivisio,: / rle a ,rk°. 14� Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy OiaG.c.%F - / b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) _.A. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units .D Number of dwelling units on each floor 8�•as� � If garage, number of cars 2- 2--f" eL- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. % do cgq$�y 7. Dimensions of existing structures, if any: Front ow ` Rear 24:)o Depth (b® P Height 22''7 fr Number of Stories Z Dimensions of same structure with alterations or additions: Front Srl- Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 1 +r' Rear Depth Height Number of Stories 9. Size of lot: Front q7 5 Rear 5'/3 • Depth S59, 7e / 10. Date of Purchase to/ 1'7 Name of Former Owner l � % � �7 oe 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NO t� 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 14)Cl*dw 1�R/r�G l k5z being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swoi�,l to before me this _day of'F-j GW 200$ (2 Notary Pu h Signature of A pli ant QuatiTiad in 1 N Co+ t ; Commission Expires. 1 , MAILING ADDRESS: PLANNING BOARD MEMBERS QF SOUjyo So P.hold,NY 1179 11971 DONALD J.WILCENSKI �Q �� Chair OFFICE LOCATION: WILLIAM J.CREMERS uS Town Hall Annex KENNETH L.EDWARDS pQ 54375 State Route 25 JAMES H.RICH III Ol (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR ycDUNTy,� Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD pECEE W-E February 28, 2012 FEB 2 9 2012 John Condon .1755 Sigsbee Road BLDG. Mattituck,NY 11952 TOWN OFDEFT. F SOUTHOLD 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, U h� Donald J. Wilcenski Chairman cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter,Town Engineer Steve Figari, Silverstone Property Group do5 � Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM y0(�yl PROPERTY LOCATION: S,C,T.MA: �J THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A lfo7 8 S 3 7.6 STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---------------------------------------------------- Item Number: (NOTE: A Check Mark(.y)for each Question is Required for a Complete Application) Yes No ------------------------------------------- --------- Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? ❑ (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? ElThis Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! — 3 Will thls.Piroject Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? — 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of M Five Thousand(5,000)Square Feet of Ground Surface? — 5 Is there a Natural Water Course Running through the Site? M Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? — 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to I f✓ One Hundred(100')of Horizontal Distance? — 7 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 Project Require the Placement of Material, Removal of Vegetation and/or the Construction of ❑ �� any Item Within the Town Right-of-Way or Road Shoulder Area? — (This item will NOT include the Installation of Driveway Aprons.) 0 Q Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ ✓ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-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 this project meet the minimum standards for classification as an Agricultural Project? `/ Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! ———————————————————————————————————————————————————— STATE OF NEVV YORK, COUNTY OF........................................... SS ?twow-m i0wo-ven -ML That 1, . ................................ ......... ..... .................. being duly slwori,deposes and says that he/she is die applicant for Permit, (Name of individual signing Document) / Ancl that l�eislie.is tl)e 00' ...Z .�........................................................................................................ (Owner,Contractor,Agent,Corporate Officer,etc,) Owner-and/or representative of the Owner of Owner's,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and drat die work will be performed in die manner set fords in die application filed herewith. Sworn to before nie this; n D ................a.Q.................. day of.r.a..�1/'1�/lQ./........ , 20P�i Notary Public: ... .. `. `..,.. `....................... alure of Applicant) GAlL A FORM- 06/07 in 63 Ciollapistlon 19.�..�. 3�*rjF S1 Town Hall Annex 1 Telephone(631)765-1802 54375 Main Road vs m�x(631)76POS0d 2ti ro P.O.Box 1179 G Q ger.richert(C�a0wn.so thO nV us Southold,NY 11971-0959 �o BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �<<h��� � o-�-4 4 Date: Company Name: C�,� N Name: tJ c CK 7 ::-moo CJ License No.: Address: t C d< 'Phone No.: 6�( g`�� A 6Y3 JOBSITE INFORMATION: (*Ind.icates required information) *Name: C k,4 65LrA ��J��i� ( / J *Address: CIA-9'Y_ C a K UA *Cross Street: — *Phone No.: 9--7)- a 6 Permit No.: 1( v Tax-Map District: 1000 Section: ` Block: Lot: 16 *BRIEF DESCRIPTION OF W RK(Please Print Clearly) ADF C--til �. IDS L�,,, . 1131ease Circle All That Apply) *Is job ready for inspection: Y / NO Rough In Final *Bo you need a Temp Certificate. YES Temp Information.(If needed) *Service Size: 1 Phase Whase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION / A P BZ.Request for Inspection Form �d Town Hall Annex J Telephone(631)765-1802 54375 Main Road N ax(631)765-9 P.O.Box 1179 • Q roger.richertCa)toWn.south5n ny us Southold,NY 11971-0959 �l BURDING DEPARTAf M TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 'c At J 2 � ! Date: Company Name: � f S csti z� i l L Name: E;1<< �✓ 41 . . License No.: Address: E fires ��� ��✓�_ f Phone No.: 3 i q),q v JOBSITE INFORMATION: (Indicates required information) *Name: Cu *Address: �� q Cok 0,4- "T *Cross Street: b rSa r� [a✓1 II *Phone No.: 4N I `7US Permit No.: Tax-Map District: - 1000 Section: YBlock: 7 Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �,�� C4 YAK, {Tease Circle All That Apply) *Is job ready.for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: YES Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of.Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION / l I .82=Request for lnspedon Form Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com Hand Delivery December 22, 2011 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 id Re: Cutchogue Business Center 8695 Cox Lane,Cutchogue SCTM: 1000-83-3-4.6 ---J BLOG. DEPT, TM-NN OF SOUTHOLD 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, ondon, P.E. (. R Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release la Data filename: C:\Program Files\Check\COMcheck-EZ\Principi-CBC.cck Section 1: Project Information Project Name. Cutchogue Business Center Designer/Contractor. John Condon Condon Engineering, P.C. 1755 Sigsbee Road Mattituck,NY 11952 631-298-1986 Document Author. Telephone: Date: Section 2: General Information Building Location(for weather data): Suflk, New York Climate Zone: 1 lb Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Project Type: New Construction Window/Wall Ratio: 0.03 Activity Tvoe(sl Floor Area Office 3000 Storage, Industrial and Commercial 8893 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] I 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values &U factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R- alue R Value U-Factor U-Factor Roof 1: All-Wood Joist/Rater/Truss 9013 52.0 0.5 0.021 0.059 Roof2: All-Wood Joist/Rater/Truss 2880 51.2 0.5 0.021 0.059 Exterior Wall 1: Metal Frame, 16" o.c. 3243 11.0 0.0 0.143 0.090 Window 1: 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, Clear, SHGC 0.79 50 - - 0.490 0.598 Door 2: Solid 23 - - 0.295 0.142 Exterior Wall 4: Wood Frame, 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 11. 519 - 0.0 - - (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 0.4%better than code Section 4: 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 Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. -LTdAA-) C'o 000 ") 01V ®9 Principal Envelope Designer-Name Sign Date D 0 DENOTES 2'DIA. CAST IRON COVER W/ELEVATION(U.O.N.) JAN 2 3 2012 Et:53.0' BLDG.DEPT. 101NN Of SOIITHOLD C,n.,.v, LANE �LIPA 4 DENOTES DROP INLET W/ELEVATION EDGE OF PAVEMENT EL:52 8' // ;/, i i/,% //;///i-' %/i!i ii/// %✓/.%: ://i/i/i%i/ iii%i// CONC.MON. S 59°55'31° E '"c°ON° 475.72' WATER ME 4.0'W .. _ _ _ ASP `_ ' CONC.MON. ® � ® WOOD°° o EL: .,' 6 o ® SANITARY DIMENSIONS LL *PANE FILL COVER LP7 O ASPHALT DRIVEWAY C'» z ® t/p�) Jq s MIN'of ZI N O� p ® 2 S.T.Z Lp5 ��4`" �LU COR GT JGT ST ST LP1 LP2 GT GT ST ST ST ST ` �0m�� CONC.COVER E`:s°6 CONC.PLAT 060 sT. �" .�o ® 1 A 1 B 1 A 1 B 2 A 2 B 2 A 2 B LP3 LP4 LP5 3 q 3 B LP6 LP7 EL:54.4' L.:54.T $ 2002 A O11 MIN. N A 107.8' 105' 91.8' 87.9' 34.5' 31.7' 74.6' i2.9' 17.2' 90.0' 104.5' Z CD 6 1 STORY O of METAL FRAME v a ew I o WAREHOUSE W g 95.1' 99.1' 110.5' 114.4' 07.5' 187.8' 1 K5' 200.3' 200.7' 130.6 113.3' j FIN.FLOOR=55.4' \ � a Y FN COR a z 0.6 W METAL m D d C 41.6' 43.T 45.2' 48.6' 54' 63.6' �> 218.0 SHED � 2002' 55.6 I o \ a WAL CONC.PLATFORM 4' ID w c --'-- ►� W 162.3' 163.3' 172.4' 172.9'186.5' 169' n; Oq G.T.1 ---- �I'I CONC.PLAT z DJ- I MO a® ®�' W LL v C t�:v i �.- _w� _:1 tiKb ICEo MOVABLE S.T.1 O Z O CEr� �F .5�s ae T e S ® N ® 8 SHED z+l o A'QF.R0:`!°,�__�'`+.w W T' . _ . ..ti:s .. 161.5' CONC. LP1� LPz� „ S '7atO Jq'. N� _ ' - D D/� �> 37X37 aoie U z ��itGC 'Cts' "':. METAL EL.:54.8' v o at FRAME ASPHALT ^ \ HUT PARKING AREA \ EL.53.01 0 ® t 3 \ dam' TING O ✓ z•`.Y \ UN11 FRAME w !� O SHED O z S'T HIIbE11 "T J ' ( , w LLaStewaler Management co T-AREA-:-265;603SQ,FT;;;.6A97ACRES L ZONING;LIGHT INDUSTRIAL O �c THE RESULT OFACTUAL FIELD MEASUREMENTS. AND ARE �z �o LOT COVERAGE CALCULATIONS: CV N LOT COVERAGETOTAL LOT OVERAGE:60,042 SQ.FT.AREAS)6% �j (ALL IMPERMEABLE SURFACES) J 0 z ti u") Z w� I LUNG S UR T� � Vf u z o u 9 x z CUTCHOGUE BUSINESS CENTER �� o to 0 SITUA TE A T 0 oCUTCHOGUE OF SOUTHOLD a z= U j SUFFOLK COUNTY, NEW YORK -' o Z cri U S_C.T.M. DIST. 100 SEC.083 BLK. 03 LOT 4.6 _j Z 2I5 13 25 50 75 10 10 25 150 175 200 225 SCALE: 1"=50' DATE: SEPTEMBER 19,2001 ERTIFIED TO: 8595 COX LANE CUTCHOGUE,LLC Sep, 1 9 "-r e Q� JOB NO.2001-325 ��-..:A e , i.f..' }• ;. . . MAP NO. FILED: REVISIONS: ���� 0 ti8�LAN&LOT SPLIT CL BERM z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SUBDIVISION MAP 2/20/02 Q r j - n t ------------------------------------------------------IFTO 20'WIDE_EARTH BERM --------------------------- - lzUPDATE SURVEY 5/14/04 a,°' - ----------- __ 1 - ` - - _ _ _ LL ADD LOT COVERAGE CALCS.6/24/04 - - �.� - - - -- - - --- - N 59055 31"W 513.96' - _ - - - ADD TOPO 914104 ADD TEST HOLES 10/27/04 REV SUBDIV. DESIGN&SITEPLAN 1/6/05Ay 4,, 05g363 P� � F ry LAND NOW OR FORMERLY OF UPDATE SURVEY 51M06 Q� JEANNE M., GRACE UPDATE&RECERTIFY 6128/07 v EASEWENTANaONSURWW E ASBUILT DRAINAGE 4/8108 STRECOPOE REDONEEO M PREP FOR S.C.D.H.S.FINAL 1116112 UNFECL]ROE(1 AFENr�-ED I'ANT`_EO DONALD J. GRIM ESF SWVEYiYEYfOENTATP PM REV.CERTS TO NEW OWNER 1117/12 T LESS 5C0n NE°F �Ra�E��s,SN�wN LICENSE NO. 050363 r>EREONFacwTUEsrRucTuaEs roN,E ADD WATER LINE 1/18/12 ' vRnvERrr LrNEs aNE FOR a sncclTr_ S.C.T.M. 1000-083-03-4.5 flIR £AND SEANOTNEAF LYE A�NOT INIENLIEB TOIXIIOETNE FRY CSTIJN FOGIE 0"S fENGES 71L'S'RETAINfRG WA:L, CA ntANTINO Aa'sAMT15VS`°&f0Wi5 HANDS ON SURVEYING A ANYOTHEPu_J TRrrm 280 DEN-KEL LANE TGTHSORQE AA VfATONOR AOp qN TEI 91RVCY fi a YI^:ATk]NOF P.O.BOX 300 ECCAWN56T"ENEwYOM STATE 26 SILVER BROOK DRIVE " Ea1CAilON[AW CUTCHOGUE, N.Y. 11935 THEILAND5ER OF M:sYOF AEPMSTBEAPoNG FLANDERS, NEW YORK E/WB FoSEALSHAL NOT BEu]K.rNEREO 11901 TO BE A I,Afa7 ME COPY ffATFICATiNi$RlpCATt37 NE(ONSfW1.n1IN TEE: (631}369-8312-FAX:(631)-369-8313 ONLY TO iifE PE+SYbyS)F42VAA�X iNE SUAVEY 5 FREPAFED ANPCNHIS BENAiF TOTNE MARTIN D. HAND L.S ro+M-A ss!c NE-Es a THE I.ENaI+c rusn 7�Tipvl CERAZI'l9'iLar ARE NOTUBSE FERA&.f 1UADPIih:NALWST��ICN'S LW SU9SEOlENT O4NER5 c � �� '- oS - 00l Q • lP 4, + I - ---p----- ----- Ar;;Y yEJiGN CALLUi11 r ilJ"�J SANI1APY FlctwcAl_culnrl_JNs L 60,0' t i _ E r HS FLOW iI)IiE i FLUW KITCHEN FLOW � o�, UNI1 PJO PROPOSED USE UNIT APEA S.,D 1 3 I VON �4,✓F 1-11111 1 GENERAL INDUSTRIAL 1,3763 F U 04 GPUlS F - 55 U GPD MEZZANINE OFFICE S F 0 06 GPUJS r 23 1 GPD HIG, CII'AV1.1. `,% ---([1) ;,, IIJ!! 2 FOOD 1,345SF. 003GPID/51 4�I4GPU S F 0 12 GPO/S t 161 4 GPD UNI i 3~ F COD PROCESSING j 1,888 s F j 0 03 GPu,ta I ;n F t;r'r� I _ -J--- Q 5' - -" - - - - ----- - - - - - - - --Pn r r„-•� ,,1 " _. ..- -- - - - i j.!_ --C IN -i.._. GP- see , i V Ul.-T 7 i ` r n r 0 0" "P01 � t , � r PROFOSEi' COX- AP Jx , rTr -r ' :, a ���P. 1 UN1' 4 1 T )OD PROCESSING T" r ;i I rPr d LA N E } ,n `'Yr EDGE PF PAVEMENi oRYwELL rn'P J ;; ExrsnNc e x e'D-EP EXISTING,ea x r �Go I I _.. -----..__. ; ,�, s c 0.1 r,PD!< , :55 2^PD ! l OARSE SIAN[I - r -- - _ �� DEEP LEACa+o�r,POUT - i EL:56.70' .:<. `: f;rT ;'� _ x _ ,___ LEACHING POOLS �PN\'LL r�!'� , r` .I r(JNr MDN .._ _ _ -- - `� '��777�J,.�. 'i,. 'Et : ___ _._.. )t,{1 OFFICE ,Uf r`•,i i 'h 3Pt w -- ---- so _ S 59°55' E 475.f� \ :;:•Y T I - —— 'P' fi Q53SF 312GPD/S� 1144GPD IIII I' �1 FOOD PROCESSING ► I 'J-F �!'[; i n V c I N, Nil ' A F, \ v 0 o b - 0 06 GPDIS F y -` 7 EXiSTMr;WATER )N! 5 MEZZANINE OFFICE 9F5 S F. r - �` t f3RIN�COVER TO PROPOSE050�'. __ _ Iv„ 'N E .r`111 Ir1 E_PE-CI i r c2 / GRADE EXPANSION nt FPv !, FOOD PROCESSING 9F5 S F 0 03 GPD/S F ;`[,0 GPD / LEACHING POOL 3 �- O; CONNECT SEPTIC" . `! O - ---'— 965 S F 12 GPD/S.F 115 8 GPD 0 v o -TARN DFECTLY 'vq I F 1,159 S F 0 06 GPDIS F ~69 5 GPD `� •�a TO LEACHING I.,`• NS/� rJ'i OFFICE n r F NO, j / - - - - - El.n,<, PAS �'i1 I IN!T 8 OFFICE 792 S F 0 06 GPD/S F 47 5 .GPD 1 1 1I�L.[ ! c 1,294 S F. 0 U6 GPD/S F 77 6 rPD\� L� riJ• f. \ -; 717 _ _ - / 11tJIT OFFICE - .[-I EXISTING GREASE ___ -� - 1,007 S F 0 06 GF D/S F 60 4 GPD sMnr EXISTING 1,200 G` `' r , �o I I PROPOSED t�(,p GAL SEPTIC TANK I / l itll T i t OFFICE c_i ! 1 TRAP UNIT 4 I GAL SEPTIC TANK r 1(�1J�[11�- lf]L! ( I / I 1 1 STORY I '�_ / Ox Mr TA, HUT t,184 S F 004 GPD/S F 47 4 GPD C UNIT 1 I UN'T 2 I UNIT 3 Cq � M ,METAL FRAME � � � ��.tiF TOTAL FLOW 673 1 GPD 872 4 GPD HEpv Y I-� �, /EXISTING WELL USED J/ EXISTING d WAREHOUSE t":TS ti-,n Tyre. f 1r '( /FORIRRIGATK)NONLY I I 4"KITCHEN PROJECT 1'�1X1_ll GR�1yEE ji, ,rj1_I ^n ( / 1 DPYvvEIL(TING FIN FLOOR 0. - C.0 1 "WASTE I LINE " t�'l,, e\. - ! !^ I PROPOSED s-0 X 5 ,__ • p - v;�J LINE e_uM LOCATION A ArJITARY FLOW FLOW =6i3 1 GPD i I DEEP GREASE TRAP ; 1.)1 2-7 S - - p. 1 - `� ?;.)1 AL KITCHEN FLOW FLOW _8 545 5 GPD i. :JIALFLOW - - t I , _- QI ! •1 �nv �, a (� 1 '"P Al l..L OWABLE SEWAGE FLOW TOTAL SITE �? ,r,i ( r r _ 660 GPD CiJ� �E JANIi I =u^I JARI E t A ,RLS X 600 GPD/ACRE 3, nri C,, I` I Y q ,RpMILPROPOSED 1,200 �/ , > I %.'" ;WMZ IV SERVICED BY PUBLIC WATER) G��IUEE Cllr, �� I red r GAL SEPTIC TANK y �( tr I i 4 DROP I I AL SITE PROPOSED SANITARY FLOW FLOW - 673 1 GrC PROPOSED 8'0 X 18'_�.- ° INLE1 DEEP LEACHING POOL MAPS[ SP0 (`,P) I �� � '�.= � � ' APPROXIMATE J 17 I' _ - 1 " > I I �„ X 3,, ,r;T PROPosED50°4 4,!I' LOCATION OF is Y =a1'ING SEPTIC SYSTEM No. 1 (TOILET FLOW FROM UN!1 > 2. 101 N� GIH I 1-� E1J�, i [E EXPANSION li EL Sd.P' 3 i / CAPPED LANDFILL l ` ;.,ED SANITARY FLOW RATE =548 GPD -- UU v i 1_I I \ METAL LEACHING / I � FRAME c Pool ,x-; � � ' t _ I - . ' �}"= I • ""�".'•r D DESIGN CAPACITY SEPTIC TANK I I ! I EXISTING WELL USED _ i'1" Ln ,Hui - ---- — r ,, f, ® t, N \ I ! ASPHALT FORIRRIGATIONONLY • ICFuwISTING 1,200 GALLON SEPTICTE 548 GPD ) 2 Der ST"URAGE = 1,Oil hl_L N`, \ �. Q' �� PAPKIN(, AREA I ' (D \ I �,r ��ll I I ; L j LLAc_,{1NGF'OOLS f\ W .� �'5A I ( O��J `r,(� I_LACHIi'JG @ 15 GPDlSQ FT.=548 GPD! 15 GPD/:'10 f T = 365 SF _____ ..__________ "It 55?'�I ' T<q v \? 1(1'k)X 3 14 X 1 -31 4 SO FT./FT. ui 00 \ \ 56 ` _ _ -- ------ _ .. _ __r I I I� ��J 3G5 SO f-1 /31 4 SF/FT = 116 L.F. e S$ — — - _ -. • D • ; • r '' I `" Y ~ U;�E 2- 10'01XUDEEF'= 12V.F. > 11.6VF o - \ �`'LC7 \ !.'F!,!r;tJrO_P50%EXPANSION 50 = 183 L.F.!31.4 SO F T/FT = F r XB'DEEP=8V.F >5 8 VF CIL CD_ . � -- _ rP'I ? 'K.' CHEN FLOW FOR I)� 4I, d I _ , SYSTEM t,t,- o. O LOCA 1101 V MAP J{'r) D DESIGN CAPACITY SEPTIC TANK I c� __- _ -" --r-E---- APA�----- -- — �e�" _ 1 JP(JS!:D FLOW i ATE 255 GPD DESIGN 2 DAY STORAGE =510 :'AL-LOh1S I,20CG/•��.L0_ JC7�1C, IA,«n .y I SJ LTA _ HIN; a 1 5 GPE��.. T =25. ' SANITARY SYSTEM NOTES_ r., I F GPD r 15 cPDrSQ f T n t '�r :>F MINIMUM REQUIRED I 8 0 X 3 14 X V =25 13 SO FT./FT r 1 ALL BACM t iLL SHALL BE SELECT GRANULAR MATEf <,,. Ml A',., r:!) '' %MA{!MUM 3CK,'SO FT'/25 13 SF/r"1 = 11.9 L.F DENSITY Al THE OPTIMUM MOISTURE CONTENT A r .; i 'r''Ji_ CS'(••'r'I Ar'U I1F,1- 3 EXISTING 8' 0 X B' DEEP=24 V F > 11 9 V.F \I I \ PPOCTOPT"EST FOR 50%EXPANSION 2 LOCATION OF EXISTING UTILITIES AND SANITARY AND GT,n ,In 1•AC!t''.r �''LL BF flxl L F X 5G = 15U L I ?5 13 SQ r 1/I_T - 5 9 V 1 ! 1 J. E' B� ONTRA ,OR PRIOR 10 1N rA L.11!C4J:,c f;t r t., ;�F, ;I E t -9'0 X 8'r)EEF = P V >5 9.V F ' T p.Fl � ^T P Lr I 3 CONTRACTOR SHALL BE RESPONSIBLE FOP OBTAiNM'; A' ' ' Y11"S A'. ,)i SIc:N rpR QBFAS_ TRAP INSPE�C'!01JS A5SO(',VJ=D WITH THIS�,'_'.;rt�Ll�;TI'.)I; �•I'I,H�N FLOW=2`-5 GPD �XIST, iO'O x 5'00 DEPTH GPEASF THAT• ` 4 LOT ARE:t, i'65 6O3 SO F1 =6 097 AC��E'." r:r A!,E TRAP(DESIGn' F llJW UP i G t(X)rJ GPi)I� I •FC„ �!!BLIr F'F�OP05ED SEPTIC SYSTEM No.3�TOIL_ET FLOW UNIT 1_V11;;I1F_N FLOW FOR UNITS 2,3& 5h 5 ALL AD.:A�.ENT PP,OPERTIES WITHIN iF•r� ':� lHE SITE Ai�� .. � J+:r _ _ )\ J WATER PPOi'0oLD SANITARY FLOW RATE=581 GPD II 1 Ir { 6 EXISTING CONDIiIONS SHOWN ON THE PLANS FROM 5tI4'i :.;ATED 4l"• 27,2006 By 1110POSE:D DESIGN CAPACITY SEPTIC TANK K_ HANDS t.:`4 vr,'rE`rING. PROPOSED F LOW RATE 581 GPD DESIGN 2 DAY STORAGE = 1,lrj'2"SAL t'�N TANK - �� i 7 S.0 T M L''ST 1000 SEC,083 BLK 03 Lc_'` 4 F Uc;E 1 NEW 1,200 GALLON SEPTIC I_FACHING POOLS 8 GROUNDWATER AT EL. 4 Ot PER SC',.)OS(,t OUNDWA IEr" hrrr; ':�• i ;- MAPCH 1�'99 l t Af�fLING @ 1.5 GPDlSQ FT=581 GPD/ 15 GPD/SQ 1 T = 387 Sf � . ! \ I I 8'0 X 3 14 X 1'=25 13 SO FT./FT. 387 SQ 11 /25.13 SF/FT = 15 4 L.F. O' ,(�iP;rJM I \ ,.66 i- tJEWB'OX16' DEEP= 16'J.F. > 15.4VF 01-3 LEGEND EXISTING t'r•_F")iEU � � - - . . ` -" - - - _ -_ - - - - - - - - - - -- _ - J - - --- -_ _ - -- ------ D[`IGN FOR 50%EXPANSION. TIFT 77VF —_- DI='r`Jrr Ll GRATED INLET ( � O I�3i L F X .50 = 194 L F./25.13 SO. F = -- — - --=_'---- -- - - - - - - - - - - - - ff-Tfi"L^ wi! HL:.iI�_f -�h - - -- -_ i% I! E 1 8OX16' DEEP= i6VF. >7.7.VF / ------------------= ---- _-_--------------" - _.. - - - - -------- ' - " - -- -- -- - - 0 T SErTIt" TANK �� o N 59°55'31"ff -- —513.96T --- --- --- - (`�SIGN FOR GREASE TRAP U M 11 CHEN F LOW=502 GPD , LMD NOW ORFOPM R1YOF 1 LEA,SING POOL �^ °� USE 1 -NEW 8'O X 5'LIQ DEPTH GREASE TRAP JEANNE M,GWI DOW1.GRIM ; S.C.T.M.10ORM pA!rJ - - f A >E TRAP(DESIGN FLOW UP TO 1,000 GrD) / 29CD PRLANE PO P.030 �0 � CUiCfIOGOEKY.11935 DFA I'JAGE PIPE - SANIIAPY SEWER — -- / I COrJ,GUR - -- — �' ' 9119106 SCDHS COMMENTS i SITE PLAN PROPERTY LINE � —. SIONS 'C1'` ! Tir i�•�r ri+( I. `.._ l T r',t1 I,tl;' �!" IL / i Ir • I 1�,,•(,:I � ,.., i •1 Plans aro prepared by Condon F ngm�nnq F'G II r,a wolahun ui II«,t k'w Yorb Jt ,`t' irl,i;' + , r, , , Statn Educalian Law Article 145 'ieL•hon/7(><J fnr any Person unless ar hnrt undl'i + pt? ' ' F'-!`'! the d rerhrn,of a h ensed f'rofesionni f nq nr vr , ulPct or[and Surveyrn u,alter -e�7 r1)[111t�' Th;' ;, I. 1 i ;,; J an item in an way If an item beano the seal of an r ngmE er,Arch,k'd or I and oQ ( �` i t tlirTrly <.rr.j , , .. -.';r,+;r _. .. tt'r,t n 1n . r. � S C T.M DIoT tl�t�:�SEC Jf'.3 BLK 03 LOT 46 v v Y f ;;P', nT �`"•;c••�•• � r Surveyor is altered the ailenng f_ndrneer Arrhdel.l,or I and Surveyor shall alh,b,the 1 item his/her seal and the nolalion'A!tnrc�l by'fullr-M by hisil,ai sl{P',finl,,m t qv In(vrntilSlly ,,.. I n 1 t ' r; I C.D H o F'.Et iJ.: It OOt9 a't•ntrt,lnc(' c ,. .� .. .�r,•, : I .. ,I,r., , ...- date cf surh aHPrah=ns.and a �>F'cfir r1e•:rnptrnn r,f'ho,alterahon ' ' CUTCHUGUE BUSINESS CENTER of. Condon Engineering, 8595C0 Scale As.>�'aw-� � X LANE 5 Sresbee Road CUTCHOGUE NY , Drawn by JJC Mattituck, New York 11952 ..■ (631) 298-1986 (631) 298-1986 fax � Date 9r112(X< wwW,condonengineering.Com SANITARY PLAN STEEL DOOR AWNING WINDOW 3/8'X 7 X 19 GALVANIZED WIRE ROPE MODEL WR-380 BY GLENMARTIN,INC.OR AN APPROVED EQUAL 66'GALVANIZED EARTH SCREW ANCHOR 66'GALVANIZED EARTH SCREW ANCHOR 4'P.C.CONCRETE SLAB 3/8'X 7 X 19 GALVANIZED WIRE ROPE MODEL WIR-380 BY GLENMARTIN,INC.OR AN APPROVED EQUAL PROVIDE TURNBUCKLES,U BOLT CLIPS AND TIHIMBLES AS NECESSARY AT CONNECTION TO ANCHOR CABLE TO BE TIGHTENED SNUG TO STRUCTURE 3/8'X 7 X 19 GALVANIZED WIRE ROPE MODEL WR-380 BY GLENMARTIN,INC.OR AN APPROVED EQUAL 66"GALVANIZED EARTH SCREW ANCHOR 66"GALVANIZED EARTH SCREW ANCHOR 4'P.C.CONCRETE SLAB 66'GALVANIZED EARTH SCREW ANCHOR MODEL EG-80 66"GALVANIZED EARTH SCREW ANCHOR MODEL EG-80 BY GLENMARTIN,INC.OR AN APPROVED EQUAL BY GLENMARTIN,INC.OR AN APPROVED EQUAL (MIN.CAPACITY OF ANCHOR 9,500 LBS.) (MIN.CAPACITY OF ANCHOR 9,500 LBS.) CASEMENT WINDOW OH DOOR CASEMENT WINDOW FLOOR PLAN EARTH ANCHORING DETAIL SCALE:114"=V-0" SCALE:114"=V-0" 0 0 0 o c in its 0 V Design Loads: SOUTH E L EVAT I O N EAST E L EVAT I O N -Roof-Live Load-20 psf Based on ASCE-7 and .� SCALE:1/4"=1'-0" Fig=20 psf per Figure R301.2(5) SCALE:114"=1'-0" -Dead Load-15 psf -Wind Loads-120 mph-ASCE-7 qh=20.5 psf(Exposure C) Roof C&C Loads: -22.9 psf(Zone 1) -27.0 psf(Zone 2) -27.Opsf(Zone 3) Wall C&C Loads: -25.1 psf(Zone 4) -30.2 psf(Zone 5) 0 0 F .._'!J�_!`, I RE(ISIONS of N�� Plans are prepared by Condon Engineering,P.C. It is a violation of the New / State Education Law,Article 145,Section 7209,for any person unless acting under v 'v the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alte F any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the RDFFcS10N`��' Rem his/her seal and the notation'Altered by"followed by his/her signature and the NORTH ELEVATION WEST E L EVAT 10 N S.C.T.M.DIST.1000 SEC.083 BLK.03 LOT 4.6 date of such alterations,and a specific description of the alteration. SCALE:,14"=,�-0" SCALE:114"=,'-0" CUTCHOGUE BUSINESS CENTER Scale:l/8"=1�-0" Condon Engineering, P.C. 8595 COX LANE 1755 Sigsbee Road CUTCHOGUE, NY 11935 Drawn by: JJC Mattituck, New York 11952 OF (631)298-1986 (631)298-1986 fax QUONSET HUT EXISTING Date:12/22/2011 www.condonengineering.com CONDITIONS PLAN l (2)7-6'x 4'-0" 8'4r WIDE x 8'-O'HIGH 8'-O'WIDE x 8'-0'HIGH 174'WIDE x 1tY-0'HIGH 17-T WIDE x 1V-W HIGH 17-0"WIDE x 14'-0"HIGH 174r WIDE x 14'-0"HIGH 1 V-T WIDE x W-ir HIGH DOUBLE HUNG WINDOWS OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR T-O"x 6'-8" 3'-0'x 6-81 T-6'x 6'-8" 3'-0"x 6'-8" 3'-0'x 6'-8' 3'-6"x 6'-8" S IR PTO STEEL DOOR STEEL DOOR MAXIMUM POSSIBLE OCCUPANCY STEEL DOOR STEEL DOOR STEEL DOOR STEEL DOOR 2 R FOYER EXISTING DOOR=55 0 x FOYER O !4 z O 47i� UNIT#2 NEW"MEN"SIGN ON DOOR . UP UNIT#5 1,358 S.F.(1,639 S.F.INCL.MEZZ.) LL OCCUPANCY CLASSIFICATION:B 1,213 S.F.(1,485 S.F.INCL.MEZZ.) TOTAL UNIT OCCUPANCY:17 PERSONS OCCUPANCY CLASSIFICATION:B UNIT#4 UNIT#3 (NUMBER OF EMPLOYEES UNDER 15, a'' �'7'` TOTAL UNIT OCCUPANCY: PERSONS THEREFORE ONLY ONE BATHROOM REQUIRED UNIT#1 �s. I y 2,132 S.F.(2,198 S.F.INCL.MEZZ.) 1,880 S.F.(2,022 S.F.INCL.MEZZ.) ) / -ram- � (NUMBER OF EMPLOYEES UNDER 15, OCCUPANCY CLASSIFICATION:F-1 1,378 S.F. 1,758 S.F.INCL.MEZZ. _ OCCUPANCY CLASSIFICATION:F-1 ( ) z r r� THEREFORE,ONLY ONE BATHROOM REQUIRED) TOTAL UNIT OCCUPANCY:22 PERSONS OCCUPANCY CLASSIFICATION:B Z N UNIT#6 3-0+ "� OWDE TOTAL UNIT OCCUPANCY: PERSONS !4 0 957 S.F.OFFICE �$I (,MENy (NUMBER OF EMPLOYEES UNDER 15, (NUMBER OF EMPLOYEES UNDER 15, T-r TOTAL UNIT OCCUPANCY:18 PERSONS r z iv z OCCUPANCY CLASSIFICATION:B II - THEREFORE,ONLY ONE BATHROOM REQUIRED) THEREFORE,ONLY ONE IBATHROOM REQUIRED) (NUMBER OF EMPLOYEES UNDER 15, 4 = 2,321 S.F.•1ST FLOOR ,� • THEREFORE,ONLY ONE BATHROOM REQUIRED) "' w X cD 2,992 S.F. 2ND FLOOR s '4 5,313 S.F.TOTAL AREA �• • q v m v w UNIT OCCUPANCY:24 PERSONS(1ST FLOOR) II o LEGEND. m TOTAL UNIT OCCUPANCY:54 PERSONS STORAGE N =o ASKO DW �� I t'o• �$ 1UH EXISTING WALLS -� 3'-0'x 6'-0"o 1 it SINK e'�- , �3-0• uP rho UP PROPOSED WALLS LAHJ MECHANICAL �� " ' I ` I 237S.F. t' L,-}L=y WALLS TO BE REMOVED POWDER OCCUPANCY _(WOME ) CLASSIFICATION: STORAGE UP B TOTAL AREA N OCCUPANCY:3 g NEW"WOMEN"SIGN ON DOOR DIAL REF. g PERSON z .t, 3 '4 rod . roc z �p 4 = oSUB-ZERO REF. N m X w o ;?LLJ r.tr c6 CO RPZRM. UNIT#7 3-0. ro' t• SLOP SINK UNIT#2 qTV ENERAL NOTES. 798 S.F. 6' S FI GAS OVEN OCCUPANCY CLASSIFICATION:B %� �� COMPRESSOR /NS .L NEW TYPE II _ i --�-� 3'-0' 3'-(r POWDER UNIT#6 TOTAL UNIT OCCUPANCY:8 PERSONS ___ ! 6$• ENCLOSURE H D© OVEN 6'8' --- --- ____________ ___� 1. OCCUPANCY CLASSIFICATIONS WERE DETERMINED FROM CHAPTER WHIRLPOOL W ER.' ; I`vim --- - -- ---- POV1h7ETt i I { -- ---------------- ; 3 OF THE 2007 NYS BUILDING CODE. �� ��gt ayll I DW ___it I ,"�` 3•-0• .---h t� 1 166 ELEC.ROOM " IN __ --4-- r 't I 1 w-- V-8-I I�` A - T-6"x 6'-W //36 ® I I : I . 3-6 x 6-8 3 & x 6 8' ---- E R I i p i I 3 6'x 5 8' Y i 3' 'x 6'8' STEELDOOR STEELDaOR ` STEEL DOOR aoa � I , _� STEEL DOOR L I STEEL DOOR 2. THE CONSTRUCTION CLASSIFICATION OF THE BUILDING IS CLASS 5B. (2)2'-6•x 5'-0" (2)2'-6"x 5'-0" (2)2'-6"x 4'-2" 4'-4"x 2'-0" 18'""" 7-8"x V-8" THE MINIMUM FLOOR AREA PER FLOOR IS 8,500 SF AND ONE STORY ELECTRICALV � yt�J 2'-8'x (2)3'-0'x 4'-0" 7-8'x 2'-0' 2'-8"x 2'-0" DOUBLE HUNG WINC)OWS DOUBLE HUNG WINDOWS DOUBLE HUNG WINDOWS AWNING WINDOW AWNING WINDOW AWNING WINDOW DBL.HUNG WINDOWS AWNING WINDOW AWNING WINDOW FOR F-1 USES AND 9,000 SF AND 2 STORIES FOR BUSINESS USES. CONCRETESTOOP CONCRETE CONCRETE Z,7��� CONCRETE STOOP STOOP STOOP THE BUILDING IS A 2-STORY BUILDING WITH A FIRST FLOOR AREA OF FIRST FLOOR PLAN 12,073 SF AND A SECOND FLOOR AREA OF 4,480 SF. ' 3. BUILDING IS DESIGNED AS A NON-SEPARATED BUILDING. 3.1. UNITS 1 &2 FOOTPRINT'-2,736 SF<g,000 S.F. 3.2. UNITS 3 &4 FOOTPRINT'-4,012 SF<8,500 S.F. I 3.3. UNITS 3 &4 FOOTPRINT'-4,626 SF<9,000 S.F. I I `F OPEN TOBELO UNIT#3 4. THE OCCUPANCY FOR EACH UNIT WAS DETERMINED FROM TABLE 71 142 S.F.�? r�� MEZZANINE 1004.1.2 OF THE 2007 NYS BUILDING CODE AS FOLLOWS: 7.6%OF ROOM 4.1. BUSINESS AREAS - 1 OCCUPANT PER 100 GFA Z Ll, �Z 3' AREA 4.2. INDUSTRIAL AREAS - 1 OCCUPANT PER 100 GFA UNIT#5 1 OPEN106ELow UNIT#5 PTo BELOW 5. NUMBER OF BATHROOMS PER TABLE 403.1 AND SECTION 403.2 OF MEZZANINE ' D I 22.a^/ooF ROOM AREA UNIT#6 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. UNIT•#2 OPEN TO BELOW DM °°I"" 6. TWO EXITS PER UNIT NOT REQUIRED PER 2007 NYS BUILDING CODE u P s Lj SECTIONS 1014 AND 1015. 0 A Y I UN„ I UNIT#3 / OPEN TO BELOW O►pENT g Lvvl 7. MINIMUM EGRESS WIDTH OF 10.3" PER OCCUPANT OR 36" MIN. PER TABLE 1005.1 OF THE 2007 NYS BUILDING CODE. /UPPER FOYER / 136S.F. " c R 8. ALL MEZZANINE AREAS IN UNIITS 1-5 ARE LESS THAN 1/3 OF THE 3V �� T FLOOR AREA PER SECTION 505.3 AND HAVE OCCUPANCIES LESS Al THAN 10 AND DO NOT NEED TO BE OPENED TO THE REST OF THE / SPACE PER SECTION 505.4. �R UNIT#6(2ND FLOOR) 9. UNIT 6 SECOND FLOOR AREA IS LESS THAN 3,000 S.F., THEREFORE,AN ELEVATOR IS NOT REQUIRED. // - ------- 2,992 S.F.OFFICE // I�f 331 S.F.DEAD SPACE --- - - OCCUPANCY CLASSIFICATIO)I.4 E127 117, UNOCCUPIED SPACE - - UNIT OCCUPANCY:30RSONS UNIT#1 UNIT#6 ___ 380S.F. MEZZANINE 10. ALL STAIRS TO MEET THE MINIMUM REQUIREMENTS UNDER SECTION / / SKYLIGHT 27.8%OF ROOM SPACE 1009. ALL RAILINGS ON STAIRS, LANDINGS AND MEZZANINES TO ON UNIT#2n U M0E�ET THE REQUIREMENTS OF THE NYS BUILDING CODE SECTION 281 S.F. MEZZANINE SSG 9' 20.7%OF ROOM SPACE PANE�I / D TA E TO E I�R D00 .5' UNIT#4 / ��(10 ' AX.PER TION1013.3 EPTION2) /_ 66S.F.MEZZANINE PLATFORM 11. THE METAL CORRUGATED FINISHES ON THE BUILDING DOES NOT / 3.1%oFROOMAREA HAVE A FIRE RATING. (2)7r•x 4'-V (2)7-•x 7-4' DOUBLE HUNG WINDOWS AWNING WINDOWS 2)1'8•x 2'-10" AWNING WINDOW BLE HUNG SECOND FLOOR / MEZZANINE PLAN Z W14 135 MIRROR I 18" 12122111 REVISE FLOOR PLANS 54"MIN. 11/3111 REVISE FLOOR PLANS 1 6'-0"MIN. 5/21/08 TOWN COMMENTS j r 12" 42"MINI. GRAB BARS I I ��, �( , �i (�� 418108 TOWN COMMENTS MAX DISPENSER I 15"MIN. - I - ;i C r._.= __ j REVISIONS GRAB I 1 112" I 24"MIN. MIN.- ' BARS j MIN. I. 11'- I I ' 0UJI 7'r 0 LA_ CQ v I aco ti Plans are prepared by Condon Engineering,P.C. It is a violation of.the, ew York ih ,L z LL z State Education Law,Article 145,Section 7209,for any person unless acting under "I z zo � o M the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after z o a oa v go J M any item in any way.If an item bearing the seal of an Engineer,Architect,or Land ! N o a M p LA_ Surveyor is altered,the aftering Engineer,Architect,or(Land Surveyor shall affix to the r i A m 1.- 00 W item his/her seal and the notation'Altered by followed by his/her signature and the 1 � a I date of such alterations,and a speck description of the alteration. I ELEVATION- SIDE WALL ELEVATION - BACK WALL Scale:1/8" 1'-0" Condon Engineering, P C CUTCHOGUE BUSINESS CENTER NOTE. = 8595 COX LANE ALL TOILET ROOMS SHALL MEET THE REQUIREMENTS OF A.N.S.I. A 117.1 1755 Sigsbee Road C UITC HOGU E, NY 11935- LATEST EDITION,FOR THE PHYSICALLY HANDICAPPED. Drawn by: JJC Mattituck, New York 11952 O F TYPICAL MOUNTING HEIGHTS FOR H.C. TOILETS (631)298-1986 (631)298-1986 fax NOT TO SCALE Date:2/20/2008 www.condonengineering.com EXISTING FLOOR PLANS (f 1� Y"Ile- CEILING O U[. 3 STAIV.IP TO 2NOOR 2 Z;I UNIT#2 FLOOR 24"O.C. 3 I UNIT#5 t/ UNIT#4 UNIT'#3 UNIT#1 ZO 2 UNIT#6 �l ) f ( 5 1 4 • f I 1t;7 t NEW 3 HOUR FIRE RATED WALL 1. Studs-Channel-shaped,1-518 in.wide by 1-1/4 in.deep with 5/16 in.folded back return flange legs.Fabricated NEW 3 HOUR FIRE RATED WALL CONTINUOUS TO ROOF(TYP.) from No.25 MSG galvanized steel. Stud spacing 16 or 24 in.oc.Studs to be cut 1 in.less than assemble height CONTINUOUS TO ROOF(TYP.) (SEE WALL DETAILS) M 1'f1`f p (SEE WALL DETAILS) 2. Floor and Ceiling Runners-Channel-shaped runners,1-518"wide by 1-114"deep,fabricated from No.25 MSG y v galvanized steel. Attached to floor and ceiling with fasteners spaced 24 in.OC max.. ---i OP I REVERSE L-------' 000R EMO ETAL C IL G TO IN ALL REMOVE METAL CEILING TO INSTALL 3. Batts and Blankets*-(optional)-Mineral wool insulatiion partially or completely filling stud cavity. LNG COtUO WAL CONTINUOUS FIRE WALL TO BOTTOM OF E CA AT BOTTOM OF ROOF,FIRE CAULK AT 4. Wallboard,Gypsum* Two layers of 314 in.thick,4 ft wide applied to each side of the steel studs. Inner layers to ^, ,^ ROOF AND ANY WALL OPENINGS be applied vertically with joints centered over studs and staggered on opposite sides of studs.Outer layers to be �' I ' ROOF AND NY WALL 0 ING W �` // applied horizontally with vertical butt joints staggered)from inner layer joints or vertically with joints centered I . i nc I'loc- �l'4 Z over studs and staggered on opposite sides of studs. MECHANICAL O L=I_, �{ l(� ��= �� +YL Ctc'v eci 7 �' / o� w Inner layer secured with 1-1/4 in.long Type S self-drilling,self tapping steel screws spaced 24 in.OC along the 9%4,--� ADD 2X4 LEDGER TO 14 S perimeter and in the field. Outer layer,when secured horizontally,secured with 2-1/4 in.long Type S self-drilling, ----- ADD 2X4 LEDGER TO self-tapping steel screws spaced 24 in.OC along the(perimeter and in the field along the horizontal joints of the SUPPORT CEILING SUPPORT CEILING II mo,. s fc, / -7 7— outer layer,1-112 in.long Type G self-drilling,self-tapping steel screws to be applied midway between the studs (24 in.OC)and 1 in.from the longitudinal joint Outer,layer,when secured vertically,secured with 2-1/4 in.long t-- J Type S self-drilling,self-tapping steel screws spaced,24 in.OC along the perimeter and in the field. 5. Joint Tape and Compound-Vinyl or casein,dry or promlxed joint compound applied in two coats to joints and screw heads. Paper tape,2 in.wide,embedded in firsrt layer of compound over all joints. ' Bearing the UL Classification Marking RPZRM. UNIT#7 UNIT#2 3 HOUR .L_DETAIL --- (1435 - c a O ,� I ESIGN NO.. r---�= • ------- ' I UNIT#6 �m.-�.-...;i ;---It ;i °z---I- -_ ---�-�-1 =-------------------� NOTE: ' �� i I i A L ERNATE UI,TEST AND CERITIF D 3 URZFIRIALL =__=ELEC.ROOM 0 i i O�� i I L�I i O O MAY SBSTITUTE UBJEC PROVAL Tcc' ! a 1 -- I ENGI EE ND TO OF 0 I NG DEENT. FIRST FLOOR PLAN UNIT#3 OPEN TO BELOW UNIT i UNIT#5 1 sr$• UNIT#6 DN , UNIT 3 LF S 0 s UPPER FOYER Q'" - _ H l}15 UNIT#6(2ND FLOOR) - UNIT#1 UNIT#6 SKYLIGHT UNIT#2 DN SKYLIGHT PANEL UNIT#4 (2)r s•x a'-0• (2)r 8•x ram• r-•x Z4r 121 r s•x r-1Ir AW DOUBLE HUNG WINDOWS AWNING WINDOWS NING WINDOW DOUBLE HUNG SECOND FLOOR / MEZZANINE PLAN 12122111 REVISE FLOOR PLANS 11/3111 REVISE FLOOR PLANS 5/21108 TOWN COMMENTS LEGEND. 418108TOWN COMMENTS REVISIONS EXISTING WALLS ���%- cOtip PROPOSED WALLS MM32232= Co Plans are prepared by Condon Engineering,P.C. It is a violation of the New York r. WALLS TO BE REMOVED =_________= State Education Law,Article 145,Section 7209,for any person unless acting under . the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land FIRE RATED WALL 2=z=c2= Surveyor's altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her signature and the S.C.T.M.DIST. 1000 SEC.083 BLK.03 LOT 4.6 date of such alterations,and a speck description of the alteration. Scale:,/8"-V-o CUTCHOGUE BUSINESS CENTER • Condon Engineering, P.C. 8595 COX LANE 1755 Sigsbee Road CUTCHOGUE, NY 11935 Drawn by: JJC Mattituck, New York 11952 F (631)298-1986 (631)298.1986 fax EXISTING FLOOR PLANS & Date:2/20/2008 www.condonengineering.com FIREPROOFING PLAN EXISTING WINDOW(SEE NOTE 1) ® ® FRIR I ❑ ❑ ❑ iLLU 00 ® ® ® ® ® E 0 0O0 000 . 00 0 0 0 0 UNIT#7 UNIT#8 UNIT#4 UNIT#3 UNIT#2 UNIT#1 � ,-- —————————————————————————————————————————————————————————————————————————————————————————————————————————————————— _____ _ L---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------� EAST ELEVATION EXISTING WINDOW(SEE NOTE 1) o © ® ® ® o m 0 0 ® 0 prurU 11 11 F71 o Did Did D�d� 0 0 o Dod � UNIT#1 UNIT#2 UNIT#3 UNIT#4 UNIT#5 UNIT#5 COMMON ENTRANCE FOR UNIT#8 � -------------------------------------------------------------- --------------------------------------- ----------- UNITS#9 AND#10 ABOVE ------i— L---------------------------------------------------------------------- ----------------------------------------------------- ---------------------------J PROPOSED WINDOWS FOR OVERHEAD DOORS PP.) WEST ELEVATION EXISTING WINDOW(SEE NOTE 1) EMI 11 11 11 11F 11 1 Ill (] I 1I .J j T7 11 0 0 0 1� 1111 �7 1 IT -56 MECHANICAL ROOM UNIT#1 --------------i— i ------------------------------------------------------------------------------------------------------ r-----------------------------------------------------------------------------------------------------j SOUTH ELEVATION NORTH ELEVATION 1113/11 REVISE FLOOR PLANS VISIONS ��OF N64, NOTE: Plans are prepared by Condon Engineering,P.C. It is a violation of the New York , 1. THE EXISTING WINDOWS BUBBLED ON THE ELEVATIONS ARE State Education Law,Article 145,Section 7209,for any person unless acting under x the direction of a licensed Professional Enginmr,Architect,or Land Surveyor,to alte t �� SHOWN ON THE APPROVED FLOOR PLANS BY THE SOUTHOLD any item in any way.If an item bearing the seal of an Engineer,Architect,or Land TOWN PLANNING DEPARTMENT DATED OCTOBER 17,2006,BUT Surveyor is altered,the altering Engineer,Architect,or land Surveyor shall affix to the WERE NOT SHOWN ON THE APPROVED ELEVATIONS. item his/her seal and the notation"Altered by hollowed by his/her signature and the date of such alterations,and a specific description of the alteration. S.C.T.M.DIST. 1000 SEC.083 BLK.03 LOT 4.6 Condon En ineerin P.C. CUTCHOGUE BUSINESS CENTER Scale://8"=1'-0" g � 8595 COX LANE 3 1755 Sigsbee Road CUTCHOGUE, NY 11935 OF Drawn by: JJC Mattituck, New York 11952 (631)298-1986 (631)298-1986 fax EXISTING BUILDING Date:2/2012008 www.condonengineering.com ELEVATIONS STAI JP TO 2ND 0OR INGH ER UNIT#2 I .2X10 FJ 16"O.C. UP UNIT#5 EX.ZX10 FJ @ 16'O.C. UNIT#4 UNIT##3 UNIT#1 FREVERSE DOOR SWING EX TING ER I `� --- r--ram-�- UNIT#6 EXISTING HEAVER � • O 0 o • LL M O O � M c� h aiL-------j w HALLWAY ABOVE EXISTING HEAD R EXISTING HEADER - II \X/ I I I MECHANICAL O IL'}�y Framing Notes: -�- , The contractor is to verify all measurements I-——————J in the fi Id an any discrepancies are to be m brought to the attention of the Engineer or SIS 12X 0 IN 1 r 0 IST 16" C. Architect prior to construction. EXI NG H R ��f 17 7 ��. S Wood Framing EXISTING HEADER 5LL z 1 EXISTING HEADER -- 11. All lumber is to be No.2 or better EXISTING HEADER z RPZ RM. W x UNIT#7 UNIT#2 Douglas Fir Larch(N)with the following W ___ minimum specifications: ,o. Or--•-I- - --- 1 - UNIT#6 —r�J�r ' ________ _ __ ______ - ------------------- Fb-82 -+� r - - - --, 5 ps ----- ---i_ "il - -- - Fv=95 psitEXISTING HEADER --- -,--- , I Fc perp=625 psi I -- - ELEC.ROOM AI F I i a ®L ---i = -1 —Z 0EJ 1.�=� I - I -- i�1 O I O O 1 1 , 1 E=1,600,000 psi -- j 2. All Laminated Veneer Lumber is to have the following minimum specifications: FIRST FLOOR PLAN Fb=2,900psi Fv=290 psi Fc perp=650 psi E=2,000,000 psi S. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance with the OPEN TO BELOW UNIT#3 manufacturer's specifications. 4. All straps,connectors,plates,bolts, S I T B U s I ssZ0 B EBUI�r M s A 1 nails,etc.are to be galvanized or I� I 1 stainless steel.Designated connectors, UNIT#5 UNIT#5 strap etc.on these drawings are made Simpson Wiese indicated otherwise.All y 7�. connectors,straps etc.are to be UNIT#6 nailedlbolted in accordance with the /uNIf#2 manufacturer's specifications. 5. Solid blocking is to be installed every 8' max or mid span of all rafters with spans ON I T exceeding 8'. /uN iUN-rr I R I S. Walls are to be framed with 2x6 inch jstuds spaced 16 inches O.C.unless c indicated otherwise. UPPER FOYER NEW PARTITION WALL(M.) - (2X4 STUDS @ 16"O.C.WITH 518" _ GYPSUM WALL BOARD) Design Loads: UNIT#6(2ND FLOOR) - 1. EXISTING 1 x 34STL.BEAM Second Floor -Live Load 50 psf(office Space) EXISTINGHSSSSQ.COLUMN -Live Load 80 psf(corridores) UNIT#1 -Dead Load-15 psf — — — — - - �s UNIT#6 - - EXISTING STL.BEAM o - - IG r EXISTING TO BE REMOVED. LEGEND: D. - - � UNIT#2 Jac G TQ�a" CLOSE OPENING DN F Z j 7 EXISTING WALLS UNIT#4 A W PANEL ,'�'-�' to �$• W EXISTINGSTLBEAM � EXIS�NG14X54STL.BEAM PROPOSED WALLS � .... EXISTING HSS 5"SQ.COLUMN 7O'x7-0' (2)1'OUBLE 6'x HU 7-10'G AWNING WINDOW D DOUBLE HUNG WINDOWS AWNING WINDOWS N WALLS TO BE REMOVED EXISTING HSS 5"SO.COLUMN SECOND FLOOR / MEZZANINE PLAN ,?`Z-2/rL / -5 /w, 1113111 REVISE FLOOR PLANS 418108 TOWN COMMENTS REVISIONS of NN J.Cotio 0 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under �. the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the t�C` Rem his/her seal and the notation"Altered by'followed by his/her signature and the �FE$SiON�� S.C.T.M.DIST. 1000 SEC.083 BLK.03 LOT 4.6 date of such alterations,and a specific description of the alteration. Scale:,l8"-,'-0• Condon Engineering, P.C. CUTCHOGUE BUSINESS CENTER8595COXLANE Drawn by: JJC 1755 Sigsbee Road CUTCHOGUE, NY 11935 OF Mattituck, New York 11952 (631)298-1986 (631)298-1986 fax EXISTING FRAMING Date:212012008 www.condonengineering.com PLAINS & IMPROVEMENTS Bathroom 3"PVC Went Interior through iroof 1 I Hose Bibb EXISTING 50 GAL. �� I ELECTRIC HOT WATER : 3: li HEATER I chi I N 3"PVC Vent 3"PV -'' ; Water service I 4'CW N I through roof i from Mechanical 1 i Room J _.._ .._.._1 _ -----i ram- Drain 4"HW -- ---- I r 1 Shut Off Valve ---------------------------3"PVC'---�� ' -- -------- -------- UNIT#4 i I --- ------------- UNIT#7 ,=-4.,p rc ,, , SUPPLY PLUMBING RISER DRAWING UNIT 2 ---- I UNIT#5 _M1�2"PVC r� 2 PVC I 2"PVC ---2"PVC L UNIT#6 POTATO a ' 1 Q I ••-•• Bathroom Food Processing CHIP PROCESSING 1 1 1 0 1 I 1 1 I all f I I 1 I I 1 I ' Interior 1 i i i 1 1 I Hose Bibb I EXISTING 50 GAL. 1 1 3"PV ELECTRIC HOT WATER I 1 3"PV 3"PV 1 VC 3"PV 2"PVC 1,2"PVC HEATER 2"P I 2 PVC 3"PVC 4"PVC Water service I a CW ( I 1 4"PVC from Mechanical : I 4"PVC Room L.• ._. _.._.. _.._.. J ��-3"PVC CO Drain a"HW Shut Off Valve I 1 I 6"PVC SUPPLY PLUMBING RISER DRAWING FOR UNIT 4 3"PVC Went 3"PVC Vent through hoof through roof i Anti Freeze Type I i Hose Bibb I I i UNIT#4 3"PVC--------., i Bathroom I 3"PVC---, - i UNIT#2 UE I 2"PVC - ' 4"PVC 4"PVC i__ _ 2"PVC EXISTING 50 GAL. I 1 r' 1 I �---__� I 2 PVC i ELECTRIC HOT WATER 1 ' UNIT#8 2"PVC i i i r' //UNIT#3 HEATER .N N 1 I I 6"PVC I I r 1 Water service ( ��CW I '-� 1 I I I I I 1 1 a 1 i I I 1 I 1 0 1 , 1 I from Mechanical all 1 1 I r 94 UNIT#6 I 1 1 1 I I 1 1 � I Room .._.._pr4 .._..J Shut Off Valve ,i Clothes i i i i i i Drain 4"HW r'�� i Washer " 1 3 PV Dish ' " 3"PV 1 i 3"PV 2"PVC 2 PVCNas 3"PVC Vent 3 PV 2"PVC 1 through roof SUPPLY PLUMBING RISER DRAWING UNIT 5 Mezz. Bathroom 2"PVC i 4"PVC 3 PVC 1 3"PVC 4"PVC 3"PVC CO i UNIT#1 M EZZ. TO 6"PVC i 2"PVC 1 1 f i---/ IV To Septic System#1 CO i a Z �a;st Iron HouseTra'PVCSANITARY PLUMBING RISER DRAWING �'� JCast Ilron Pipe Through Foundation UNITS 2-10 VC Kitchen Laundry 2"PVC Bathroom _'� �..-.. UNIT#1 1 I I Laundry 1 Dish EXISTING 50 GAL. f I ashe i UNIT#4 UNIT#3 FUTURE KITCHEN LINES i ELECTRIC HOT WATER HEATER I x l I x FROM UNITS 2,;3&5 WILL Z2' Water service I I 2,�POTATO CHIP Dish BE CONNECTED TO 3"PV from Mechanical I a CW619 ashe SEPTICSYSTEM�#3 2„PVC Room L ._.._.._.._I.._.. .l_.._.._.._..�..PROCESS Drain 2"HW WASTE 3"PVC Shut Off Valve aVC 4"PVC CO 6"PVC CO 6"PVC 6"PVC MENS SUPPLY PLUMBING RISER DRAWING To Septic System#2 CO To Septic System#3 CO To Septic System#1 CO UNIT \---Cast Iron House Trap \---Cast Iron House Trap \---Cast Iron House Trap Bathroom Cast Iron Pipe Through Foundation Cast Iron Pipe Through Foundation Cast Iron Pipe Through Foundation SANITARY PLUMBING RISER DRAWING (UNIT 4) SANITARY PLUMBING RISER DRAWING (UNIT 3) SANITARY PLUMBING RISER DRAWING (UNIT 1) — i EXISTING 50 GAL. ELECTRIC HOT WATER i HEATER 1 a a Water service I 4"CW I I from Mechanical Room .._.._..J Drain 4"HW Shut Off Valve Mezz. Bathroom WOMENS SUPPLY PLUMBING RISER DRAWING UNIT 6 1113111 REVISE FLOOR PLANS I 5121108 TOWN COMMENTS Interior Anti Freeze Type REVISIONS Hose Bibb Hose Bibb -••--1 Bathroom -••�I Bathroom Food Processing ,��of Nepk Interior j �. N ).CON i I Hose Bibb `" I I '0� 00�O 1 I 1 � EXISTING 50 GAL. r I EXISTING 50 GAL. —� I I Dish Plans are prepared by Condon Engineering,P.C. It is a violation of the New York ELECTRIC HOT WATER ELECTRIC HOT WATER :: ashe State Education Law,Article 145,Section 7209,for any person unless acting under — HEATER I I ( HEATER II ( N the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alte <, a item in an w If an item bean the seal of an Engineer,Architect,or Land �cf' N m y �r• �s �s' F 81912 a Water service I I 4"CW I Water service II I ..CW 1 �;a I a;a:) a I Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the from Mechanical from Mechanical item his/her seal and the notation'Altered by"fbIlowed by his/her signature and the Room - -�-- - -I - —I Room L •-••- t3� ••-••-•I-••-••-••-•• -••-••- •-••-• S.C.T.M.DIST.1000 SEC.083 BLK.03 LOT 4.6 date of such alterations,and a specific description of the alteration. Drain J HW Drain 4"HW Shut Off Valve Shut Off Valve CUTCHOGUE BUSINESS CENTER Condon Engineering, P.C.Scale:N.T.S.SUPPLY PLUMBING RISER DRAWING UNIT 1 SUPPLY PLUMBING RISER DRAWING FOR UNIT 3 8595 COX LANE 1755 Sigsbee Road CUTCHOGUE, NY 11935 Drawn by: JJC Mlattituck, New York 11952 OF (631)298-1986 (631)298-1986 fax PLUMBING RISER Date:2/20/2008 www.condonengineering.com DIAGRAMS (2)2'-6"x 4'-6" 8'-0"WIDE x 8'-0"HIGH 8'-0"WIDE x 8'-0"HIGH 12'-O"WIDE X 10'-O"HIGH 12'-0"WIDE x 10'-0"HIGH •12'-0"WIDE x 14'-O"HIGH 12'-O"WIDE x 14'-0"HIGH 1 V-9"WIDE x 14'-0"HIGH DOUBLE HUNG WINDOWS OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR OVERHEAD GARAGE DOOR T-0"x 6'-8" 3'-6"x 6'-8" 3'-0"x 6'-8" 3'-6"x 6'8" 3'6"x 6'-8" 3'-6"x 6'-8" STAIR UP TO STEEL DOOR STEEL DOOR MAXIMUM POSSIBLE OCCUPANCY STEEL DOOR STEEL DOOR r STEEL DOOR STEEL DOOR ; $ FOYER COMMON FOYER EXISTING DOOR=34 w 171 S.F. " v~i UNIT#2 ?�• STAIR UP TO 1,077 S.F.FOOD PREPARATION yj UNITS 9&10 UNIT#5 UNIT#3 OCCUPANCY CLASSIFICATION:F-1 `� 7'•B" 142 S.F.OFFICE TOTAL UNIT OCCUPANCY:15 PERSONS THERMADOR ELEC. 929 S.F. (NUMBER OF EMPLOYEES UNDER 15 OVEN TO BE �' FOOD PROCESSING UNIT#4 UNIT #3 UNIT#1 m REMOVED 6' POWDER- I OCCUPANCY CLASSIFICATION:F-1 THERFORE,ONLY ONE BATHROOM REQUIRED) 3 zy. , 2,132 S.F.FOOD PROCESSING 1,738 S.F.FOOD PROCESSING i I 1,378 S.F.LIGHT INDUSTRIAL&OFFICE $ TOTAL UNIT OCCUPANCY:14 PERSONS OCCUPANCY CLASSIFICATION:F-1 OCCUPANCY CLASSIFICATION:F-1 Z r r,l e __� TOTAL UNIT OCCUPANCY:23 PERSONS TOTAL UNIT OCCUPANCY:21 PERSONS OCCUPANCY CLASSIFICATION:F-1 � 11 UNIT#6 3,-0r ,I II r TOTAL UNIT OCCUPANCY: PERSONS 0 + l �!; 6" NUMBER OF EMPLOYEES UNDER 15, x Z 957 S.F.OFFICE 6'8 F ( (NUMBER OF EMPLOYEES UNDER 15, p I T-3" (NUMBER OF EMPLOYEES UNDER 15, b = 0 OCCUPANCY CLASSIFICATION:B I --� THERFORE,ONLY ONE BATHROOM REQUIRED) THERFORE,ONLY ONE BATHROOM REQUIRED) ' Z TOTAL UNIT OCCUPANCY:20 PERSONS ,�. • li UNIT#5 THERFORE,ONLY ONE BATHROOM REQUIRED) N a X (NUMBER OF EMPLOYEES UNDER 15, �' 3,,��,•* 272 S.F.OFFICE g LEGEND: . � THERFORE,ONLY ONE BATHROOM REQUIRED) . `-'j = U _ STORAGE ii %� 6 __ EXISTING WALLS p ASKO DW _ �I�'a� I �, o GE REF. a3Z POWR- SINK -� ;� uP DP PROPOSED WALLS 3._0°-- &. _U UP 46 llll � PW W R i �,_B„ MECHANICAL S TOO WALLS TO BE REMOVED 237 S.F. a �' h ABOVE WASH. I `� UP OCCUPANCY 5 7"p� CLASSIFICATION: STORAGE - S-1 DRYER TOTAL AREA OCCUPANCYA DIAL REF. z PERSON 6 8" x � 0-1 M w pp SUB-ZERO REF. U a X -- ' w Uj T� UNIT#8 3,-0 UNIT#2 -0' GENERAL NOTES: 798 S.F.OFFICE 6'-8"" SUNFllrt GAS OVEN '•2" 6'-8" 281 S.F.OFFICE 0, OCCUPANCY CLASSIFICATION:B : '` COMPRESSOR NSTMLANEWTYPEIIHOOD D 3'p^ POWDER �' '` ;-T,I 1. OCCUPANCY CLASSIFICATIONS WERE DETERMINED FROM CHAPTER j N ` - r TOTAL UNIT OCCUPANCY:8 PERSONS ENCLOSURE VENTID TO THE EXTERIOR 6'-8" m \ �• UNIT#7 � �-- -� � - t I POW E ==___a -- - ___ ________________ F 07 NYS BUILDING . 1,160S.F.OFFICE WHIRLPOOL 3 0 THE 20 CODE OCCUPANCY CLASSIFICATION:B .POV6DERi i `- I rri-- - DW j IL I '' 3-0 I`` I` " �y �61 N' - 0 1_'_ \ 6'8"I I\`J_ �C IN ` OWDERj i; TOTAL UNIT OCCUPANCY:13 PERSON 18-MIN. I I I I I I;%' I `� - , I 3'-6"x 6'-8" 3'6"x 6'-8" - �ll� i__ , 3'6"x 6'-8" 113-666'POWDE ® o 0 0 (] I j 3'-6"X 6'-8' � I I 3'6'X 6'-8"STEEL DOOR STEEL DOOR `�r=.T STEEL DOOR ®�� ODO �` I ' STEEL DOOR c�' i i STEEL DOOR 2. THE CONSTRUCTION CLASSIFICATION OF THE BUILDING IS CLASS 5A. THE MINIMUM FLOOR AREA, PER FLOOR IS 14,000 SF AND A MAXIMUM ELECTRICAL (2)2'-6"x 5'-0" (2)2'-6"x 5'-0" (2)2'-6"x 4'-2" 4'-4'x 2'-0" ,8"MIN. 2'-8"x 1'-8" 2'-8"x 2'-0" (2)T-0"x 4'-6" 2'-8"x 2'-0" 2'-8"x 2'-0" OF 2 STORIES. THE BUILDING IS A 2-STORY BUILDING WITH A FIRST DOUBLE HUNG WINDOWS DOUBLE HUNG WINDOWS DOUBLE HUNG WINDOWS AWNING WINDOW AWNING WINDOW AWNING WINDOW VDBL.HUNG WINDOWS AWNING WINDOW AWNING WINDOW CONCRETE STOOP CONCRETE CONCRETE CONCRETE CONCRETE FLOOR AREA OF 12,073 SF AND A SECOND FLOOR AREA OF 4,480 SF. STOOP STOOP STOOP STOOP FIRST FLOOR PLAN 3. 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 - 1 OCCUPANT PER 300 GFA ! 4. NUMBER OF BATHROOMS PER TABLE 403.1 AND SECTION 403.2 OF OPEN TO BELOW/ UNIT#3 STORAGE LOFT: THE 2007 NYS PLUMBING CODE. _ 142 S.F. 4.1. OCCUPANCY CLASSIFICATION B- 1 TOILET PER 50 PERSONS. 4.2. OCCUPANCY CLASSIFICATION F-1 - 1 TOILET PER 100 PERSONS. UNIT#5 OPEN N OW 5. TWO EXITS PER UNIT NOT REQUIRED PER 2007 NYS BUILDING CODE I _ OPEN TO BELOW UNIT#5 /. STORAGE LOFT:280 S.F. / SECTIONS 1014 AND 1015. T6$" UNIT#6 I ' 927 S.F.OFFICE 6. MINIMUM EGRESS WIDTH OF 0.3" PER OCCUPANT OR 36" MIN. PER ��\ Lei ♦ /UNIT#2 TABLE 1005.1 OF THE 2007 NYS BUILDING CODE. POWDER / DOWN OPEN TO BELOW 7. 15.5 INCHES OF ADDITIONAL FIBERGLASS BATT IN IS 6'-8- D Ax P s 11 ° REQUIRED IN THE ENTIRE CEILING AREA IN THE ATTIC. C C ST o /UNIT#4 �UNTT \ S IR OPEN TO BELOW PEN TO BELOW \\ r z8. STAIR RISER HEIGHTS SHALL BE 7" MAXIMUM AND 4 MINIMUM. THE Z•_ GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT UPPER FOYER 136 S.F. EXCEED THE SMALLEST BY 0.375". THE TREAD DEPTH SHALL BE 11" II UNIT#9 _ MINIMUM. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF POWDER e'$' s'e• \ 927 S.F.OFFICE _--____- _-_ -_ STAIRS SHALL NOT EXCEED THE SMALLEST DEPTH BY 0.375". STAIRS OCCUPANCY CLASSIFICATION:B TOTAL UNIT OCCUPANCY:13 PERSONS �, IN BUILDING TO BE REBUILT TO MEET THESE REQUIREMENTS AS NECESSARY. UNIT#10 ILA;9� 331 S.F.DEAD SPACEI O I � \ 9. ALL CEILINGS AT THE ROOF TRUSSES TO HAVE A 1 HOUR FIRE 3-0" \\ UNOCCUPIED SPACE RATING. INSTALL 5/8" GYPSUM AS REQUIRED TO FORA 1 HOUR FIRE 1,010 S.F.OFFICE OCCUPANCY CLASSIFICATION:BI POWDER 6'-8" \ TOTAL UNIT OCCUPANCY:11 PERSONS °' \\ �`�" UNIT#1 RATING. 380 S.F. OFFICE EXISTING WALL AND SHOWER TO BE REMOVED -- PIiWDER 10. ALL RAILINGS ON STAIRS, LANDINGS AND MEZZANINES TO MEET THE \\ UNIT#2 =-- 3'-a" REQUIREMENTS OF THE NYS BUILDING CODE SECTION 1009. \\ DN j STORAGE:281 S.F. ♦ I 6'-8" \ UNIT#4 DISTANCE TO EXTERIOR DOOR 70.2' 11. A TYPE II HOOD TO BE INSTALLED OVER ALL OVENS AND RANGES IN = �\ TV 66S'F."PDRFORM � THE BUILDING AS REQUIRED. (2)2'-6'x4'-0" (2)2'-8"X741• r-8'x2'-0" (2)1*-Wx7-10. 12. THE METAL CORRUGATED FINISHES ON THE BUILDING DOES NOT DOUBLE HUNG WINDOWS AWNING WINDOWS �j�� AWNING WINDOW DOUBLE HUNG HAVE A FIRE RATING. V 42 DATE: ` 2 B P. COr,`11"LY 1,`VIT''H' ALL CODES OF P'.U'''smCEFTIFICATION SECOND FLOOR / MEZZANINE PLAN off. NEVI Yo�_'P' ST' & TOWN CODES ONLrADCONTENT BEFORE FEE: B>r. ----.,; ,w .,�- �, ._.� . , , > , CERM-ICATEOF-OCCUPANCY PLUMBING NOTI Y BUlLD!Nrj DEPARTMENT AT �"`� F `J:_' �l f''`•' 'Cl:D "DITIOI�fS OF r p SAY DM USED IN WATER ALL PLuti�P;NG WASTE 65 1 02 8 AP I TO 4 P.9 FOR THE �!/ �_ ^�;'' �lC TC`,`��Z6f�, + WATER Ll�r'ES NEED MIRROR I 1s" FOLLOWING INSPECTIONS: SY"♦ >aYSYSTEA1 CANNOT TE8Y1hrG E R LI- E CQ10ED 1. FOU"gDATION - TWG REQUIRED -_ T�tgf'hd FLA";`J+,�IJ�� , 0 EXCEt"t� oOF 1°o LEAD. 54"MIN. I 5/21108 TOWN COMMENTS 6'-0"MIN. j FO . POURED CONCRETE n--.•r.��,,TRI IS'-e;I. ___. _ . 'i 418/08 TOWN COMMENTS 2. ROUGH - FRAty)!NG & PLUMBING �� ;Y " + " 'I I:;,: 12" � 42"'tilt. I I GRAB BARS REVISIONS 3. INSULATION IOU ------ ------- �'•�• =� MAX. DISPENSER 15"MIN. I 24"MIN. I 12" 4. FINAL - CONSTRUCTION MUST I GRAB 11/2" I I MIN. E?E COMPLETE FOR C.O. I BARS MIN. I I ! �`�:� �',_ '~'"✓ \. ALL CONSTRUCTION SHALL MEET THE ( p x I�+�! RUNOFF _ I REQUI EMENTS OF THE COgES OF NEW OCC t I4 + i 0 IJ� ;'aA+ CP�i�ICTT�: RETAIN STORM WATE -- - ------- r -- - I U - ------- --- -- (/\.�_ YQRK STATE. NOT RESPONSIBLE FOR I S L�,W FL1 � � pIfRSUCAtdTttT!4 CHAPTER x I 7"-9" ! I Plans are prepared by Condon Engineering,P.C. It is a violation of the New York # ,. DESIGN OR CONSTRUCTION ERRORS. _ OF THE TOWN���� Y I State Education Law,Article 145,Section 7209,for any person unless acting under y J Ii I�0 I CERTIFICATE M Z 0 Z p ? I M the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter r;= �r {�/, C'ERTIFIChTION OF z o 00 o o c~i =' any Item in any way.If an item bearing the seal of ain Engineer,Architect,or Land L, M z r- Surveyor is altered,the altering Engineer,Architect„or Land Surveyor shall affix to the z '; OF OCCUPANCY M " a v a M _ "' 0 a p 0 w item his/her seal and the notation"Altered b followed b his/her signature and the ` � 1 � ` m ~ 00 Q I date of such alterations,and a specific description of the alteration.g COMPLY WITH CHAPTER"46" i �c.°°D DAR4I".CE PRvVI�tlTloN ELEVATION -� SIDE WALL ELEVATION - BACK WALL CUTCHOGUE BUSINESS CENTER �.tOJTHOLDT�7Y'�NCC3a� Scale:1/8"=1'_0" Condon Engineering, P.C. 8595 COX LANE t,.LI_CONSTRUCTION SHALL ��I /��••�I1N PL.�sI�1� 'm ALL TOILET ROOMS SHALL MEET THE REQUIREMENTS OFA.N.S.I. A117.1 1755 Sigsbee Road CUTCHOGUE NY 11935 THE REQUIREMENTS(} THE {[E1IE0 B�,;";" ,�t; - LATEST EDITION,FOR THE PHYSICALLY HANDICAPPED. Drawn by: JJC ' OF Mattituck, New York 11952 S OF NEE- ,"I��`Y'`"`'TATE TYPICAL MOUNTING HEIGHTS FOR H.C. TOILETS (631) 298-1986 (631)298-1986 fax -NOT TO SCALE Date:2/20/2008 www.condonengineering.com EXISTING FLOOR PLANS . . . . . . STAIR UP TO . . . . . . . . . . . . . . 2ND FLOOR FOYER• COMMON FOYER • FILING 2 ' NEW 2 HOUR FIRE RATED 171 S.F. NEW 3 HOUR FIRE RATED WALL TO'CEILING(TYP.) 2 HOUR FIRE WALL TO ROOF(TYP.) (SEE WALL:DETAILS) ' . . . . . . RATED DOOR (SEE WALL DETAILS) NEW 3 HOUR FIRE RATED 2 WALL TO ROOF(TYP.) UNIT#2 2 STAIR UP TO (SEE WALL DETAILS) 1,077 S.F.FOOD PREPARATION • • • • • • • • • • . • • • • • • • • • • UNITS 9&10 UNIT#5 UNIT#3 FLOOR L.iH* .*."iE6CLI.CIN6.Fb.kAELCEfLiNG*O 929 S.F. 142 S.F.OFFICE 24"O.C. A AS,LOCgTt;D IJNPER CGUPIEP S FOOD PROCESSING UNIT#4 UNIT;#3 SEE DETAIL POWDER ' UNIT#1 3 ( ) n :�: 2,132 S.F.FOOD PROCESSING 1,738 S.F.FOOD(PROCESSING F--nYr- 1,378 S.F.LIGHT INDUSTRIAL&OFFICE 0 . . • . . . . . .i; ;r •UNIT#6 • ii - NEW 2X6 STUD 3 HOUR 957 S.F.OFFICE . . . . I y 1, 2 . . . p FIRE RATED WALL TO . . . . . . . . . . . . . . . . . . . ii. �, CEILING ALONG EDGE OF UNIT#5 2 I_t FLOOR ABOVE NEW 3 HOUR FIRE RATED 272 S.F.OFFICE NEW 3 HOUR FIRE RATED 4 WALL TO ROOF(TYP.) WALL TO ROOF P. 5 1 � i• (SEE WALL DETAILS) (TYP.) (SEE WALL DETAILS) 1. Studs-Channel-shaped,1-5/8 in.wide by 1-114 in,deep with 5/16 in.folded back return flange legs.Fabricated I; . . . from No.25 MSG galvanized steel. Stud spacing 16 or 24 in.oc.Studs to be cut 1 in.less than assemble height. NEW 7 HOUR FIRE RATED' q WALL TO CEILING(TYP.). EE�IVALL�ETAILS) . . . . . . L----�--� REVERSE • • • • • • •POWDER DOOR, 2. Floor and Ceiling Runners-Channel-shaped runners,1-5/8"wide by 1-1/4"deep,fabricated from No.25 MSG galvanized steel. Attached to floor and ceiling with fasteners spaced 24 in.OC max.. . Pz WAR 3. Bafts and Blankets*-(optional)-Mineral wool insulation partially or completely filling stud cavity. 'MECHANICAL. . . . . . . . . . ,i P 3'HOUR FIRE . . . . . 4. Wallboard,Gypsum*-Two layers of 3/4 in.thick,4 ft Wilde applied to each side of the steel studs. Inner layers to -i y RATED DOOR be applied vertically with joints centered over studs anid staggered on opposite sides of studs.Outer layers to be 237 S.F. . . . . . . . i y STORAGE ---__- applied horizontally with vertical butt joints staggered from inner layerjoints or vertically with joints centered • rr •-1 over studs and staggered on opposite sides of studs. Inner layer secured with 1-1/4 in.long Type S self-drilling,self-tapping steel screws spaced 24 in.OC along the . . . . . . . . L _ , .2.HOUR RATED.CEILWG FORALL CEILING . Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AREAS LOCATED-UNDER OCCUPIED AREAS perimeter and in the field. Outer layer,when secured hiorizontally,secured with 2-1/4 in.long Type S self-drilling, NLW'2 HOII RTIRE RATED ' ' • ' " • • • ' ' ' ' ' ' • • • (SEE DETAIL) • • • • • • • • • self-tapping steel screws spaced 24 in.OC along the perimeter and in the field along the horizontal joints of the outer layer,1-1/2 in.long Type G self-drilling,self-tapping steel screws to be applied midway between the studs (24 In.OC)and 1 in.from the longitudinal joint. Outer layer,when secured vertically,secured with 2-1/4 in.long WALLTO DETAILS) (TYP.) : ' ' Type Sself-drilling,self-tapping steel screws spaced 24 in.OC along the perimeter and in the field. ' '(SEE'WALIL DETAILS)' � � � NEW 2 IiOUR�FIFtE RATED � � � � � � � � . . . . . . . WALL TO CEILING(TYP.). . . . . . . . . . . . . . . . . . . . . . . . . 5. Joint Tape and Compound-Vinyl or casein,dry or prennixed joint compound applied in two coats to joints and 2 HOUR FIRE (SEA VyA(L pEJAI . . . . . . . - �). . . . . . . . . . . . . . screw heads. Paper tape,2 in.wide,embedded in first Ilayer of compound over all joints. .RATED DOOR ,. • . • . NEW 3 HOUR FIRE RATED .2 HOUR RATED C ING.FOR ALL CEILING . . . . . . . . . . . . . . . . . . . . . . . . .UNIT.#8 . . . . WALL TO ROOF(TYP.) * Bearing the UL Classification Marking (SEE WALL DETAILS) UNIT#2 AREAS LOCATED U ET OCCUPIED AREAS • 798 S.F.OFFICE r--��`� 281 S.F.OFFICE --__ 3 HOUR WALL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (SE ETAIL) . . . . . . . . . . . . UNIT#7 . . . . --- --- . . . . . . 4,160 S.F.OFFICE . . . . . . . . . . . :- - . R =_______-_------- __ - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -- - ---i ---- --------------------- WDER PO4SDERi I„ IOW E i �` ; - 1 (DESIGN NO U435) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. I I OQ _ __ I I POWDER j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .•. . . . . . .� -i---- I I I I i. POT--- L�I g FIRST FLOOR PLAN EXISTING TJI 560 EXISTING 3/4"T&G FLOORING 16" FLOOR JOISTS 3 5 1 EXISTING 5/8"GYPSUM EXISTING WINDOW T01 BE EXISTING 518" 1/2" REMOVED OR REPLACED WITI'H A GYPSUM TO T NEW 5/8"GYPSUM REMAIN 2 NEW 2 HOUR FIRE RATED WIND(OW �- NEW 5/8"GYPSUM NEW 2 HOUR FIRE RATED OPEN TO BELOW UNIT#3 5 END JOINT DETAIL STORAGE LOFT: WALL TO ROOF(TYP.) 142 S.F. 3 (SEE WALL DETAILS) ) 1. Finish Flooring-4 by 8 ft by min 5/8 in.thick T&G wood structural panels,min grade"Underlayment"or"Single-Floor". Installed perpendicular to the joists with end joints centered over the top of the joists and staggered.A 3/4 in.thick or thicker perllite,vermiculite or gypsum concrete applied over the panels,if desired. � E L P L /UN ' 1A. Alternate Finish Floor Mineral and Fiber Board*-Sizes ranging from 3 ft.by 4 ft.to 8 ft.bry 12 ft.,by min.1/2 in.thick.All joints to be staggered a min.of 12 in.OC OPEN TO BELOW UNIT#5 W E 1 E E I OPEN TO BELOW with adjacent sub-floor joints. 2-0, STORAGE LOFT:280 S.F. Sub-flooring 1 in.by 6 in.T&G fastened diagonally to joists;or 15132 in.thick plywood or 7/16 in.thick oriented strand board(OSB)wood structural panels,min. 648 2 HOUR FIRE I grade"C-D"or"Sheathing". Face grain of plywood or strength axis of panel to be perpendicular to joists with joints staggered. RATED DOOR UNIT#6 I ___- -_ NEW 3 HOUR FIRE RATED 927 S.F.OFFICE - � WALL TO ROOF(TYP.) 2. Structural Wood Members*-Min 9-1/2 in.deep"I"-shaped joists spaced at a max of 19.2 in.o.c.min joist bearing on bearing plates shall be 1-3/4 in. Joists (SEE WALL DETAILS) UNIT#2 secured to the bearing plates with two 8d or 10d nails at each end. Holes maybe cut in the web of the joists in accordance with the manufacturer's installation instructions. OPEN TO BELOW 3. Wallboard Gypsum*-Three layers of 518 in.thick by 4 ft wide sheets of wallboard. Top layer boards installed with the long dim perpendicular to joists(or trusses). Bottom two layers of board installed perpendicular to furring channels(Item 4). DN Top layer boards attached to bottom chord of joists(or trusses)with 1-5/8 in.long Type 5 bugle head screws with hi-lo threads. Wallboard end joints centered on bottom chord of joists. End joints in adjacent rows of board shall be staggered on adjacent joists. RATED DOOR UNIT E Spacing of screws attaching the top layer of boards to joists shall not exceed 8 in.OC. At side joints of wallboard the screws shall be located 1-1/2 in.to 2 in. OPEN TO BELOW (CEN TO BELOW i from the board side edges while at end joints the screws shall be located 3/4 in.from the board ends. The end joints in the middle and face layer boards shall be centered on the furring or resilient channels. The middle layer wallboard shall be attached to each UPPER FOYER 2 HOUR FIRE furring or resilient channel with 1 or 1-1/4 in.long Type S screws with hi-lo threads spaced a max 8 in.OC and located from 1-1/2 to 2 in.from the boards'side U F T edges,and 518 to 314 in.from the boards'ends. The face layer wallboard shall be attached to each furring or resilient channel through the middle layer wallboard ' 136 S.F. RATED DOOR � � g y _____- F with 1-5/8 or 1-7/8 in.long type S screws with hi-lo threads. The screws shall be spaced a max of 8 in.OC and located similarly to the screws in the middle layer 3,-0" UNIT#9 ( A D A S board relative to the sides and ends of the boards.End joints and side joints of the face layer boards shall be staggered a min of 16 in.from the Joints in the 6'-8^ 927 S.F.OFFICE , POWDER 6$' middle layer. If end joints of the face layer boards are not centered on the furring channels,the end of boards at the end joint shall be attached to the middle NEW 2 HOUR FIRE RATED , layer boards with 1-1/2 in.long Type G screws spaced 8 in.OC and 1-1/2 in from the end joint. All screws shall be driven no further than flush with the face of the WALL TO ROOF(TYP.) _ boards in order not to damage the core of the boards. (SEE WALL DETAILS) ---{ _ -- _ _ 4. Furring Channels-Resilient.furring channels, in.deep or inverted hat^ / 9 p type furring channels,718 in.deep,formed of min.0.019 in.thick(26 gauge)galv steel, i installed perpendicular to structural members. Channels spaced a max of 16 in.OC and attached to each joist with 1-7/8 in.long Type S screws with hi-lo threads UNIT#10 I I E I 1,010 S.F.OFFICE Type g self-tapping,bugle head steel screws and Type G wallboard screws shall meet ASTM'C102 or ASTM POWDER NEW 2 HOUR FIRE RATED - � - 5. Screw Wallboard-T e S,hi-lo thread,self-drilling and WALL TO ROOF(TYP.) - - C954 Standards. (SEE WALL DETAILS) / UNIT#1 380 S.F. OFFICE / •.,Y; ;; ;; 6. Finishing System•(not shown)-Paper tape embedded in joint compound over face layer joints with edges of compound feathered out and exposed screw heads / ;P 'WIDER covered with compound.As an alternate,nom 3132 in.thick veneer plaster may be applied to the entire surface of gypsum wallboard. / UNIT#2 -- ' Bearing the UL Classification Marking �N STORAGE:281 S.F. 2 HOUR CEILING DETAIL ' UNIT#4 / --�"� T-0- 66'3FP17ITFORM (DESIGN NO.L53'8) s,$' I�� Notes: (2)z-0"x 4'-0" (2)r-s"x 74" (2)r s^x r•�o" DOUBLE HUNG WINDOWS AWNING WINDOWS AWN NG W NDDW 0)UBLE HUNG 1. Refer to the Fire Resistance•Volume 1 Directory by the Underwriters Laboratory for additional information. 2. Contractor may substitute materials indicated above with the approval of the engineer. SECOND FLOOR / MEZZANINE PLAN 3. Existing interior wall and flooring materials provided by the building owner. 16" 2X6 STUDS EXISTING FIBERGLASS 5121/08 TOWN COMMENTS FIRE STOPPED INSULATION 16�� 2X6 STUDS LEGEND, 4/8/08 TOWN COMMENTS FIRE STOPPED REVISIONS EXISTING WALLS EXISTING METAL e'G,� ` ��✓ MORTON WALL Nk PROPOSED WALLS �� ' 3 1 4 2 Plans are prepared by Condon Engineering,P.C. Ilt is a violation of the New York 3 1 4 1-2 - WALLS TO BE REMOVED =__________-- State Education Law,Article 145,Section 7209,for any person unless acting under t r , 1. Nail heads Exposed or covered with joint finisher. the direction of a licensed Professional Engineer, Architect,or Land Surveyor,to alter �, �t / 1. Nail heads-Exposed or covered with joint finisher. any item in any way.If an item bearing the seal of an Engineer,Architect,or Land 2. Joints-Exposed or covered with fiber tape and joint finisher. Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the 2. Joints-Exposed or covered with fiber tape and joint finisher. item his/her seal and the notation"Altered by"followed by his/her signature and the s.,3. 6d 6d cement coated nails 1-7/8"long,0.0915 shank diam,1/4"diam heads,and 8d cement coated nails 2-3/8"long,0.113 shank S.C.T.M.DIST. 1000 SEC.083 BLK.03 LOT 4.6 date of such alterations,and a specific description of the alteration. 1 FE ' 1IVA 3. 6d cement coated nails 2-718"long,0.0915 shank diam,1/4"diam heads,and 8d cement coated nails 3-318"long,0.113 shank diam,9132"diam heads. diam,9132"diam heads. 4. Wallboard,Gypsum-518"thick,two layers applied either horizontally or vertically. Inner layer attached to studs with the 4. Wallboard,Gypsum-518"thick,two layers applied either horizontally or vertically. Inner layer attached to studs With the 1-7/8" CUTCH OGU E BUSINESS CENTER 1.7/8"long nails spaced 6"o.c. Outer layer attached to studs over inner layer with the 2-3/8"long nails spaced 8"o.c. Vertical Scale: 1/8"=1�-0" Condon Engineering P C long nails spaced 6"o.c. Outer layer attached to studs over inner layer with the 2-3/8"long nails spaced 8"o.c. Vertical joints � ■ ■ joints located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of joints of base layer on opposite side. 8595 COX LANE 1755 Sigsbee Road CUTCHOGUE NY 11935 base layer on opposite side. Drawn by: JJC � 0 2 HOUR WALL DETAIL (631)298-1986 (631) 298-1986 fax EXISTIING FLOOR PLANS & (DESIGN NO.U301) Date:2/2012008 www.condonengineering.com FIRE PROOFING -PLAN EXISTING WINDOW(SEE NOTE 1) IL m ®lee ® ' FFM ® ❑ ❑ 00 ® ® ®w � ® ® 0 0 0 LEA 000 000 +HFLLmL] "Id 11111111 00 1 11 11 1711 1 ITT, 111 0l, 1111 J, 0 0 0 UNIT#7 UNIT#8 UNIT#4 UNIT#3 UNIT#2 UNIT#1 -------------------------------------------------------------y—� -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------� EAST ELEVATION EXISTING WINDOW(SEE NOTE 11) J �1 Dod Dod* Dod" Dod 11 UNIT#1 UNIT#2 UNIT#3 UNIT#4 UNIT#5 LWIT#5 COMMON ENTRANCE FOR UNIT#6 UNITS#9 AND#10 ABOVE I r— ---------------------------------L—� L------------------------------------------ PROPOSED WINDOWS FOR OVERHEAD DOORS(TYP.) WEST ELEVATION EXISTING WINDOW(SEE NOTE 1) H11 it 00A 00- 0 r i i I V ® ® ® ® ■ 0 0-1 0 0 0 I MECHANICAL ROOM UNIT#1 ! I I I I I I r-I I , r—I -----------------------------------------------I i t L---------------------------------------------------------------------------------------------------J L----------------------------------------------------------------------------------------------------� SOUTH ELEVATION NORTH ELEVATION REVISIONS NOTE: Plans are prepared by Condon Engineering,P.C. It is a violation of the New York ` 1. THE EXISTING WINDOWS BUBBLED ON THE ELEVATIONS ARE State Education Law,Article 145,Section 7209,for any person unless acting under; the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter SHOWN ON THE APPROVED FLOOR PLANS BY THE SOUTHOLD 1. ' any item in any way.If an item bearing the seal off an Engineer,Architect,or Land' rr r TOWN PLANNING DEPARTMENT DATED OCTOBER 17,2006,BUT Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the r WERE NOT SHOWN ON THE APPROVED ELEVATIONS. item his/her seal and the notation"Altered by"followed by his/her signature and the',' f' date of such alterations,and a speck description of the alteration. 'is' "�`' ' S.C.T.M.DIST. 1000 SEC.083 BLK.03 LOT 4.6 Condon Engineering, P.C. CUTCHOGUE BUSINESS CENTER scale: l/s°=1'-0" g g 8595 COX LANE 1755 Sigsbee Road GUTCHOGUE, NY 11935 Drawn by: ,1,1C Mattituck, New York 11952 OF (631)298-1986 (631) 298-1986 fax EXISTING BUILDING Date:2/20/2008 www.condonengineering.com ELEVATIONS Foundation Notes: Thle contractor is to verify all measurements in the field STAIR UP TO anid an discrepancies are to be brought to the attention • 2ND FLOOR y p 9 FOYER COMMON FOYER of the Engineer/Architect prior to construction. 171 S.F. ISTIING HEADER 1 -All concrete 3,500 psi after 28 days minimum. -- UNIT#2 STAIR UP TO 77= 2X10 FJ @ 16"O.C. 1,077 S.F.FOOD PREPARATION 2—All rebar ASTM A-615 Grade 60. UNITS 9 810 UNIT#5 UNIT#3 929 S.F. 2x10 FJ@ 16.O.C. 142 S.F.OFFICE 3-Footings are to be installed on undisturbed virgin soil. REVERSE DOOR FOOD PROCESSING UNIT#4 UNIT#3 UNIT#1 the bottoms of all footings are to be installed a minimum SWING POWDER „if X�� Ex TING - DER —y 2,132 S.F.FOOD PROCESSING 1,738 S.F.FOOD PROOCESSING 1,378 S.F.LIGHT INDUSTRIAL&OFFICE of 3'below grade unless indicated otherwise. UNIT#6 0 _-4-' LOAD n1GMALrTYP. I 957 S.F.OFFICE 4-�The Engineer is to be contacted if unacceptable or EXISTING HEADER quiestionable soil is encountered during excavation. h A• UNIT#5 Unacceptable soil is soil containing clay and/or organic 0 272 S.F.OFFICE S I material. X 1 � 0 5 Base Material layer shown on the drawings is to be a I W `--+'__ � compactable,easy to trim,granular fill that will remain W POWDER -� -� ,\\-;;� //- HALLWAY ABOVE stable and support construction traffic.A clean EXISTING HEAD R EXISTING HEADER 11z finis-grained material with at least 10 to 30%of particles O P�W it passing a No.100 sieve but not containing silt,or MECHANICAL L'}`y i i organic material is recommended. 237 S.F. I STORAGE --_--� Framing Notes L——————---I The contractor is to verify all measurements o in tlhe field and any discrepancies are to be SISTER NEW 2X12 TO EXISTING 2X12 brolught to the attention of the Engineer or POST(TYP.) FLOOR JOISTS@16"O.C. F Architect prior to construction. o EXISTING HEADER (3)2X4 0 ----- NEW (3)2X12 HEADER POST(TYP.) o Wood Framing NEW(3)2X12 HEA —— — — NIEW(3)2X72HEADER EXISTING HEADER ;z 1. All lumber is to be No.2 or better W UNIT#8 UNIT#2 Douglas Fir Larch(N)with the following 798 S.F.OFFICE 281 S.F.OFFICE minimum specifications: cPOWDER UNIT#7 --� 0 ----- 1,160 S.F.OFFICE i — i ==---f------- --___ _____________-_-_-= FV 825 psi EXISTING HEADER _ _ }] -- POWDER I ;f It POWD� _ POt�17ER I _li !•` I ro �1 5 psi c„ Fc perp=625 psi ® � aaa i ; � ' A A' E=1,600,000 psi IFE17L- 2. All Laminated Veneer Lumber is to have the following minimum specifications: FIRST FLOOR PLAN Fb=2,900 psi Fv=290 psi Fc perp=650 psi E=2,000,000 psi 3. All beams fabricated with multiple Laminated Veneer Lumber boards are to OPEN TO BELOW UNIT#3 be nailed/bolted in accordance with the -- - STORAGE LOFT: manufacturer's specifications. 142 S.F. _------- s �g T B u 4. All straps,connectors,plates,bolts, STAIRS TO BE REBUILT nails,etc.are to be galvanized or ---- -- WITH 7"MAX.RISE AND 11" I /uNiT#' stainless steel.Designated connectors, MIN.RUN , UNIT#5 UNIT#5 OPEN TO BELOW 0 1 OPEN TO BELOW strap etc.on these drawings are made by STORAGE LOFT:280 S.F. / Simpson unless indicated otherwise.All �$. UNIT#6 i connectors,straps etc.are to be 927 S.F.OFFICE ---j�1 / nailed/bolted in accordance with the manufacturer's specifications. OPEN TOBELOW 5. Solid blocking is to be installed every 8' ON max or mid span of all rafters with spans UNIT#4 ITCH MSG( ISL T exceeding 8'. UNIT#3 OPEN TO BELOW OPPEN TO LEBro LEB�nr I .RU�1 6. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. UPPER FOYER ' 136 S.F. TV UNIT#9 POWDER B-8' 927 S.F.OFFICE NEW PARTITION WALL(TYP.) (2X4 STUDS @ 16"O.C.WITH 5/8" _ ___ __ I I GYPSUM WALL BOARD) o LD Design Loads: Q- UNIT#10 O Second Floor -Live Load 50 psf(office Space) 1,010 S.F.OFFICE L-----J \\ EXISTING 14 X 34 STL.BEAM POWDER `EXISTING HSSS SO.COLUMN -Live Load 80 psf(corridores) NEW PARTITION WALL(M.) ExIsnNG STL.BEAM UNIT#1 -Dead Load-15 psf 0 (2X4 STUDS @ 16"O.C.WITHI 5/8" 380 S.F. OFFICE GYPSUM WALL BOARD) o P EXISTING DOOR DOUBLE FLOOR DOUBLE FLOOR o LEGEND• TO BE REMOVED. JOISTS OR DECREASE ;; OISTS OR DECREASE UNIT#2 SPACING TOB-O.C. -� SPACING TO6'O.C. �- • CLOSE OPENING DNL 3TORAGE:281 S.F. :- 1- 0 �I c� UNIT#4 EXISTING WALLS o. i i I to g-0• 667.T P�TFORM G-8" y „ 'u EXISTINGSTL.BEAM "I EXISTING 14X34STL.BEAM PROPOSED WALLS _ }�I—— (2)7-6"x 4'-0' (2)7$'x7-4• OLUMN DOUBLE HUNG WINDOWS AWNING WINDOWS EXISTING HSS S"SO.COLUMN AWNING @S@I!'8h6d'MJ9lSS"S0. G WINDOW (2 K%ff 710' WALLS TO BE REMOVED C SECOND FLOOR / MEZZANINE PLAN 4/8108 TOWN COMMENTS REVISIONS JXx Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alte s any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Altered by"followed b his/her signature and they Y Y 9 S.C.T.M.DIST.1000 SEC.083 BLK.03 LOT 4.6 date of such alterations,and a specific description of the alteration. ti 1 Condon Engineering, P,c. CUTCHOGUE BUSINESS CENTER scale:l/s"=1'-0" 8595 COX LANE 4 1755 Sigsbee Road CUTCHOGUE, NY 11935 Drawn by: JJC Mattituck, New York 11952 F (631) 298-1986 (631)298-1986 fax EXISTING FRAMING Date:2/2012008 www.condonengineering.com PLANS & IMPROVEMENTS �� 4"PVC Vent Bathroom 4 PVC Vent Interior through roof through r000f Hose Bibb I EXISTING 50 GAL. —� (UNIT#6 ELECTRIC HOT WATER - MEZZ. HEATER I ' 4"PVC Vent 3"PV i 2"PVC Water service I 4"CW I I from Mechanical IT- 6Fd through roof Room J - -d�a-••-••-I I I I I UNIT#9 UNIT#7 I I Drain 4' HW I ; r'� i Shut Off Valve UNIT#10 3 PVr�� UNIT#8 - 4' PVC i UNIT#4 ; 2"PVC SUPPLY PLUMBING RISER DRAWING UNIT 2 UNIT#5 2"PVC 2" PVC 2"PVC _� UNIT#6 ---� 2' PVC I i- i POTATO 4"PVC i 4"PVC i L_-/� �'--� i i i _ aBathroom Food Processing CHIP PROCESSING ' f i i i i i i i Interior � / I � I I I , � 1 I Hose Bibb 4"PVC �4"PVC i i ' � � - I , EXISTING 50 GAL. 3"PV ELECTRIC HOT WATER I I 3"PV t2' VC HEATER I I U U I ' 3 PV 3„PV 3.,PV 2��PVC / 2' PVC ; x• _• 4' PVC 4'1 CW �� �� I 2"PVC Water service I I ' 3"PVC from Mechanical ._.._.. _.._.. 4"PVC Room L_..—.._.�.._.._.I._..�,,.._.. J 3"PV 4"PVC Drain 4 HW —3"PVC CO Shut Off Valve I I I 6"PVC 4 PVC Went SUPPLY PLUMBING RISER DRAWING FOR UNIT 4 I 4"PVC Vent through rroof Anti Freeze Type through roof I Hose Bibb I I � UNIT#4 3"PV I ••-, Bathroom 3"PV f� UNIT c`�---�� I / 1 I 2"PVC 4"PVC i EXISTING 50 GAL. 1 '� I - 4'/PVC _ ____ 2"PVC i 2"PVC ELECTRIC HOT WATER I L_ � UNIT#8 2" PVC i i f' '/UNIT#3 i--; i HEATER I I " N N I I I I I I I I I 3n i I Water service I CW � I 6"PVC --� i i i i i a i i 4 from Mechanical I � Room ••-••-r�-••-•• a i i I i i i Drain 4" HW UNIT#6 I I , I I ; i i Shut Off Valve ,I Clothes I , I r' i Washer I I ' 3"PV Dish f i 3"PV" ' 3"PV I 3' PV 2"PVC 2"PVC 4"PVC ugh\roof SUPPLY PLUMBING RISER DRAWING UNIT 5 Mezz. Bathroom 2"PVC 2 PVC I f 4" PVC 3"PVC ' 3"PVC/ / 4 PVC i CO i UNIT#1 3"PVC I i MEZZ. TO I 6"PVC � - �2"PVC . I CID To Septic System#1 SANITARY PLUMBING RISER DRAWING 6"PVC S I �ast Iron House Trap I ' Cast Iron Pipe Through Foundation (UNITS 2-10 j � 2"PVC Kitchen Laundry Bathroom __�2"PVC ..-.. I i UNIT#1 Laundry 1 Fashe I , i EXISTING 50 GAL. I j , i ELECTRIC HOT WATER UNIT#4 UNIT#3 ; FUTURE KITCHEN LINES ' HEATER I =j I= � r' i FROM UNITS 2, 3&5 WILL Z21" BE CONNECTED TO water service4"CWPOTATO CHIF from Mechanical Dish SEPTICSYSTEIM#3 3 Pv 2"PVC Room L ._.._.._.._i.._.._.l_.._.._.._.. .._.._..L.._. .J PROCESS ashe Drain 4" HW WASTE Shut Off Valve3"PVC 4"PVCVC �0 6" PVC co6" PVC Cro 6" PVC SUPPLY PLUMBING RISER DRAWING UNIT 6 CO CO CO To Septic System#2 To Septic System#3 To Septic System#1 �ast Iron House Trap \--Cast Iron House Trap \--Cast Iron House Trap Bathroom Cast Iron Pipe Through Foundation Cast Iron Pipe Through Foundation Cast Iron Pipe Through Foundation SANITARY PLUMBING RISER DRAWING (UIT 4) SANITARY PLUMBING RISER DRAWING (UNIT 3) SANITARY PLUMBING RISER DRAWING (UNIT 1) — 1 I EXISTING 50 GAL. � I 3: 3: 0 =I U ELECTRIC HOT WATER : x HEATER I Water service I 4"CW I I from Mechanical Room _.._Z _.._..J Drain 4"HW Shut Off Valve Mezz. Bathroom SUPPLY PLUMBING RISER DRAWING UNIT 7 =I U 5121108 TOWN COMMENTS Interior Anti Freeze Type REVISIONS j Hose Bibb Hose Bibb Bathroom Bathroom -.. Bathroom Food Processing 0� Pry .. ..� Interior .._.. � Hose Bibb I 1 I Gj j>� , _ — 7. Dish Plans are prepared by Condon Engineering,P.C. It is a violation of the New York .. EXISTING 50 EXISTING 50 GAL. I EXISTING 50 GAL. � I 4L. � I I � ashe � � State Education Law,Article 145,Section 720'9,for any person unless acting under I •• '` I ELECTRIC HOT WAIF � ELECTRIC HOT WATER : � ELECTRIC HOT WATER ? i r U the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter c� HEATER I U I � � 9 Y HEATS, I HEATER I I v c� U c� an item in an way.If an item bearing the seal of an Engineer,Architect,or Land c� 1 \ x x x x Y Y Y 9 9 t r 3„ Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the I I 4 CW j Vater service 4^CW 1 Water service I a CW Water service item his/her seal and the notation"Altered by"(followed by his/her signature and the from Mechanical a-- m Mechanical from Mechanical _ _ - date of such alterations,and a specific description of the alteration. p'L�FESStOR!,?"' _.._.I_..-.._. _ ._.._.. S.C.T.M.DIST. 1000 SEC.083 BLK.03 LOT 4.6 Room Room J •-I�.._.. Room L ._.._.13a-. s„ Drain—� 2" HW Drain a HW Shut Off Valve Dram 4 HW Shut Off Valve Shut Off Valve Scale:N.T.S. Condon Engineering, P.�,,',, CUTCHOGUE BUSINESS CENTER 8595 COX LANE SUPPLY PLUMBING RISER DRAWING UNIT 1 SUPPLY PLUMBING RISER DRAWING TYPICAL SUPPLY PLUMBING RISER DRAWING FOR UNIT 3 1755SigsbeeRoad CUTCHOGOX A 11935 Drawn by: JJC Mattituck, New York 11952 OF FOR UNITS 8, 9 AND 10 (631)298-1986 (631)298-1986 fax PLUMBING RISER Date:2/20/2008 www.condonengineering.com . DIAGRAMS