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Home My WebLink About38438-Z ,fx Town of Southold Annex 8/23/2014 P.O.Box 1179 54375 Main Road t Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37006 Date: 8/23/2014 THIS CERTIFIES that the building COMMERCIAL Location of Property: 69235 Route 25, Greenport, SCTM#: 473889 Sec/Block/Lot: 52.-5-59.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/23/2013 pursuant to which Building Permit No. 38438 dated 10/23/2013 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: cable television switching station as applied for. Corrected 5/25/14 -application date was typed as 1/1/1900, corrected.to 10/23/2013, to reflect when the permit was renewed. The certificate is issued to Csc Acquisition-Ny Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38438 5/29/14 PLUMBERS CERTIFICATION DATED Autho ' e Si atur " Town of Southold Annex 8/15/2014 LN P.O. Box 1179 54375 Main Road ' ► Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37006 Date: 8/15/2014 THIS CERTIFIES that the building COMMERCIAL Location of Property: 69235 Route 25, Greenport, SCTM#: 473889 Sec/Block/Lot: 52.-5-59.5 Subdivision: Filed Map No. Lot No. con s substantially to the Application for Building Permit heretofore filed in this officed dated 1/1/1900 pursuant to which Building Permit No. 38438 dated 10/23/2013 'sued, an forms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: cable television switching station as applied for. The certificate is issued to Csc Acquisition-Ny Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38438 5/29/14 PLUMBERS CERTIFICATION DATED Aut riz Si ture TOWN OF SOUTHOLD (40 BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE ��r 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 #: 38438 Date: 10/23/2013 Permission is hereby granted to: Csc Acquisition-Ny Inc c/o Real Estate Dept _ PO BOX 249 Bethpage, NY 117140249 To: construct a cable television switching station as applied for and as per Planning Board. Replaces BP 35784. At premises located at: 69235 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 52.-5-59.5 Pursuant to application dated 10/23/2013 and approved by the Building Inspector. To expire on 4/24/2015. Fees: PERMIT RENEWAL $94.50 CO -COMMERCIAL $50.00 ELECTRIC $90.00 Total: $234.50 Building 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. 84 Z Date AUGUST 18, 2010 Permission is hereby granted to: CSC ACQUISITION-NY, INC. P.O. BOX 249 BETHPAGE,NY 11714 for CONSTRUCT A CABLE TELEVISION SWITCHING STATION AS APPLIED FOR. PLANNING BOARD APPROVAL 05/01/95 REPLACES EXPIRED BP # 23054 at premises located at 69235 MAIN RD GREENPORT County Tax Map No. 473889 Section 052 Block 0005 Lot No. 059 . 005 pursuant to application dated AUGUST 18, 2010 and approved by the Building Inspector to expire on FEBRUARY 18, 2012 . Fee $ 189 . 00 t orized S gna_ture ORIGINAL Rev. 5/8/02 FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT t TOWN HALL SOUTHOLD,N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N_Q 23054 Z Date.............. ....................... ., 19./.. Permission Is hereby granted to: G✓STSi9 Ci iT',E Ts......,/� ....�5�.......� ass.. . ....... ..d, .....d.& ................ Y .......... ............ .1=..........�.!E. �!� ....v..:!J......... �'rr'! .'�/ .............................................. ..............................n. ............." ��L.......4 . .1.. 4......................................................................................... .................................................................................................................................................................. .................................................................................. ................... at premises located at...................................AA.1.-')......!.`�.'............................... ................................................................................. ...................... ............................................ ✓/�Q L . ........................................ .............. County Tax Map No. 1000 Section ...S1.............. Block.....'.....I.............. Lot No. ...... .. pursuant to application dated ........ /%...:........PZ/............... 19.... - and approved�;e Building Inspector. Fee . .... ull/nagspector Rev. 6/30/80 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00,Commercial $151.00 l `. Date. 1 �`�L J New Construction: Old or Pre-existing Building: (check one) Location of Property: b a' f (, �T House No. Street A mlet Owner or Owners of Property: C�j C- l �1 — � F L Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ w ^� Applicant Signature SOUryol. 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(G7town.Southold.ny.us Southold,NY 11971-0959 Q ron BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: CSC Holding Corp (Cablevision) Address: 69235 Rt 25 City: Greenport St: NY Zip: 11944 Building Permit#: 38438 Section: 52 Block: 5 Lot: 59.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Bruckner Electric Inc License No: 52214-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel AIC Condenser 3 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 3 Range Recpt Fluorescent Fixture 15 Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Ll Other Equipment: 400a service with 400a MTS, 150KW generator with transfer switch 2-UPS-30kva, FM 200 fire suppresion,computer grounding Notes: Inspector Signature: Date: May 29 2014 81-Cert Electrical Compliance Form.xls BUILDING DEPT. flSPECTION [ 4r UN �1O N iST [ ] ROUGH PLBG. [ ;;! CAO-UNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: T DATE INSPECTO X65.1802 BUILDING DEPT. NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY X REMARKS: DATE �" INSPECTO - OF SO(/ryolo N ie TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE . � �D� INSPECTOR f,3 SOf/jy� Roc,e L (9 4-" "1— 7W TOWN OF OUTHOL D G DEPT. 765-1802 IN N [ ) FOUNDATION IST [ ] ROU LUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ) FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VITION _ [ ] CAULKING �(� REMARKS: -✓ �— DATE INSPECTOR �o��oF sooryolo _j� / 3 coulm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ J FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY KFIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ J FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: L6 N 6e'v_' DATE �� 2�l INSPECTOR II;I,I) Lr7SPI�C iUN IMPORT DATE COMMENTSMI HDAT t ON is, � �r �a II --------II- - -- - - - -- ----- - --- CQ JUNDAT-ION (2N---___-- I Pr,uwn r Nc O Z.. u I n------11 - � I — J y N S U L A TI O N P I:R N. Y . ----- -.-�---------------=---- ----- -- -- STATE EMERGY V �' CODE I I r I Oi� P� ��i��1�� - li 0 ADOMONAL COMMENTS: ----- ---------------- - ---------------------------------- -- ---- 5-g_09----- - - --------- ------------------------ Fo r � I BOARD ' OF HEALTH . . . . . . . , , FORM NO. 1 3 SETS OF PLANS . . . . . . . . . SURVEY . . . . . . _ . . . . . . . . . . . TOWN OF SOUTHOLD SEP 2 1 1995 c tt E c t: BUILDING DEPARTMENT TOWN HALL SEPTIC FORK . _. BLDG. `EYi SOUTHOLD, N.Y. 11971 -k-,)hr-,TOWN nR �f�i ;�� TEL.: 765-1802 %�5( y [ �� (9 t7OTIFY s CALL . ?xamined . . . . �� . . . ., 19 f J. �� HAIL TO : . . . . . . . . . . . . . . . . . . . approved . . . .,14. ,t-4+. . . . ., 19?9 . Permit No. � )isapproved.a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (B Id g Inspector) APPLICATION FOR BUILDING PERMIT Date . . . .. . . . : �. . . . . ., 19 INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector,with 3 tts 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 )r areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- :ation. 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 issued a Building Permit to the applicant. Such permit >hall 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. 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 ad.nit authorized inspectors on premises and in building for necessary inspections. '� C�tiv c�14t1. . �✓.��:+iF.t��. �t��A��9rF . . . . -- (Signature of applicant, or name, if a corporation) J r t e! . GQo�s Ys, doom e^^r-Y . (Mailing address of applicant) 11-79� State whether applicant is owner, lessee, 'agent, architect, engineer, general contractor, electrician, plumber or builder. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. Name of owner of premises . . �. . 4ct?v�i�. �^. . . ��.L.. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (as on the tax roll or latest deed) If applicantAs cor r ion, signature of duly authorized officer. rse _.. . . . . . •�o>;��N R?r.H 9�4' •C�• (N r rporate officer) Build r' Licee Co► :TrtL Plumber's License No. . . . . . . G. . . . . . . . . . . . Electrician's License No. . m F�(Ef 'rn� , #, 5it . Other Trade's License No. . . . . . . . . . . . . . . . . . . . . . 1. Location of land on which proposed work will be done. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .MA i�y . 2'`t?. . . . . . . . . . . . . . . . . . . . . .�?2fc�ty Po¢`�. . ... . . . . . . . . . . . . . . . House Number Street Hamlet County Tax Map No. 1000 Section . . . :. . . .5�'. . . . . . . Block . . D f?. . . . . . . . . . . . Lot . t�l.�. ��'4 Subdivision . . . . . . . Filed Map No. . . . . . . . . . . . . . . Lot . . . . . . . . . . . . . . (Namej 2.. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy v':e, t lt. ,�4ruf� . . . . . . . ... . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . b. Intended use and occupancy . .C'. .. . .'. . .`.. .`. .`� . . . . ..M. . . . . . . . . . . . . . . . . . . . . . . . . . . . 3. Nature of work (check which applicable): New Building . . . . . . : Addition . . . . . . . . . . Alteration . .'.: . Repair . . . . . . . . . . . . . . Removal . . . . . , . . . . . . . . Demolition . . . . . . . . . . . . Other Work . . . . . . .: . . • .. .. _ /' . ,q,. � (Description) 4. Estimated Cost . . . . . . t '-1 . . . . . . . . . . . . . . . . . . . . . . Fee . . . . 1 `;i '• ,!'':__ � . . . . . . . (to be paid on filing th application. . . . . .). S. If dwelling, number of dwelling units . .. . . . . . . . . . . . . .. Number of dwelling units on each floor . . . .. . . . . . . . . . . . . Ifgarage, number of cars . . . . . . . . . . . . . . . . . . . : . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6. If business, commercial or mixed occupancy, specify nature and extent of•each type of use 47A�.FY,gw'A_{! (w 5 7. .Dimensions of existing structures,if any: Front . . . . : . . Rear . . ... . . . . . . . . . , Depth . . . . . . . . . . . . . . . Height . . . . . . . . . . . . . . . Number of Stories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dimensions of same structure with alterations or additions: Front . . . . . . . . . . . . . . . . . Rear . . . . . . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . . . . . . . . Height . . . . . . . . . �. . . . . . . . : Number of Stories . . . . . . . . . , . . . . . . . . . 8. Dimensions of entire new construction: Front . . . .�`i . . . . . . Rear . . �. . . . . . . . . Depth . . . . . . . . . . . . . . . .Height . )Z . . . . . Numl?er of Stories . . .I. ... . . . . . . . . . . . . . . . . . . . . . . . 9. Size of lot: Front . . . . . . . . . .. . . . . . . . . ... . . Rear. . . . .l i i.aq . . . . .. . . . . . . . . Depth . Z.QQ.�. . . . . . . . . . . . . . . 10. Date of Purchase . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of Former Owner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11. Zone or use district in which premises are situated . . . . . . 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . 12. Does proposed construction violate any zoning law, ordinance or regulation: .�'. . . . . . . . . . . . ... . . . . . . . . . . . . . . . 13. Will lot be regraded . . .y . . . . . . . . . . . . . . . . . . . Will excess fill be removed from premises: es No 14. Name of Owner of premises . . . . . . . . . . . . . . Address . . : . . . . . . . . . Phone No. . . . . . . . . . . . . . . . . Name of Architect `!`!5��. Tkt�. . . . . . . . . Address 75S MFF `.�. ,J:`Phone No. As/.197. Name of Contractor J°U:�y 4T4!w{ .j' . . . . Address . . . . . . . . . . . . . . . . .Phone Vo. $`�Z 15. Is this property within 300 feet of a tidal wetland?• *Yes. . . . . . . . No. . 1/ *If yes, Southold Town Trustees Permit may. be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and,indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. y V 1 I o -� H i pw00N STATE OF NEW YORK, i S. OytRALL S 71T[pLAu _-OUNTY OF . l(1wyaw.. . . . . . . . .j .., , , . . . . . . . . . . . . . . . . . . . . being duly sworn, deposes and says that he is the,ppplicant (Name of individual signing contract) ibove named. {e is the . . V1c4 . . . . . . . . . . . . . . . . : . . . . . . . . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Contractor, agent,corporate officer, etc.) �f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this pplication; that all statements contained in this-application are true to. the best of his knowledge and belief;and that the vork will be performed 'n the manner set forth in the application filed therewith. worn to before Tmey . . . . . . . . . . . . . . . 19Jotary Public, . . . . . . . . . . . . . . ... . . . . . . County CHARLES A.FORMA NOTARY PUBLIC;State of New Yak l . No.62-4643644 (Signature of applicant) Qualified in Suffolk County Commission Ekpires Mai as 30,142's 21 March 1995 Langdon Marsh To: Commissioner Herbert O. Cassidy 1815 Albertson Lane Greenport, NY 11944 Represented By: John Seifert 755 New York Avenue Huntington, NY 11743 RE: DEC #: Dear Mr. Cassidy: ed In response to your request for a freshwater wetlands determination r the has property identithatl the below, the New York State Department of Environmental Coopermit is proposed project is more than 100 feet from regulated4rof the Environmental required under the Freshwater Wetlands Act (Article Conservation Law). Proposed action: Construct building, parking area and associated structures. Town: Southold Surveyed by: John Seifert, Jr. Date: 1/26/95 Location: West of C.R. 25, north of LIRR tracks and south of Albertson Lane, Southold, NY Tax Map Number: 1000-52-5-59.4 Please be advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Deputy Regional Permit Administrator cc: Bureau of Environmental Protection ~---" John Seifert *a nrintPd on rec tcied paper PLANNING BOARD MEMBERS Richard G. Ward, Chairman �;2 en Z Town Hall, 53095 Main Road George Ritchie Latham,Jr. 0 '� P. O. Box 1179 Bennett Orlowski,Jr. . �� Southold, New York 11971 Mark S. McDonald �� +�0�"J" Fax (516)765-3136 Kenneth L. Edwards ;: - Telephone (516)765-1938 PLANNING BOARD OFFICE TOWN OF,SOUTHOLD May 2, 1995 John H. Siefert, R.A. WSJS Architects 755 New York Avenue Huntington, NY 11971 RE: Site Plan for Cablevision Systems Corp. Main Road, Greenport SCTM #1000-52-5-p/o 59.4 Dear Mr. Seifert: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, May 1, 1995: WHEREAS, William Quim is the contract vendee of the property known and designated as Cablevision Systems Corp., located at Main Road, Greenport, SCTM #1000-52-5-p/o 59.4; and WHEREAS, a formal application for the approval of this site plan was submitted on March 20, 1995; and, WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, (Article 8), Part 617, declared itself lead agency and Issued a Negative declaration on April 10, 1995; and, WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore; Cablevision Systems Page 2 May 2, 1995 RESOLVED, that the Southold Town Planning Board grant conditional final approval on the surveys dated April 12, 1995, and authorize tf�le Chairman to endorse the final surveys subject to fulfillment of the following conditions. All conditions must be met within six months of the date of this resolution. 1. Certification by the Senior Building Inspector. 2. A one year review from date of Building Permit. Please contact this office if you have any questions regarding the above. Si rely Ic11 41. ard Chairman cc: Thomas Fisher, Senior Building Inspector in Charge Scott Russell, Board of Assessors ! y��'1 .' " CY �22�'�C�,G� 3//.S l.C'Fd 3- 31- ,5',f REQUIREMENTS FOR SITE PLAN. ELEMENTS & CERTIFICATION ..�__.. _.__..._...._..._._.__..._..._.,_.._�..._._..._�.. _..._... -- - ,! SECTION-BLOCK-LOTl TAX MAP NUMBERS , NAME & ADDRESS OF OWNER OF RECORD S� NAME & ADDRESS OF PERSON PREPARING MAP +DATE, NORTH POINT AND WRITTEN & GRAPHIC SCALE ,DESCRIPTION OF PROPERTY & INFORMATION TO DEFINE BOUNDARIES LOCATIONS, NAMES & EXISTING WIDTHS OF ADJACENT STREETS & CURBS LOCATION & OWNERS OF ALL ADJOINING LANDS, AS SHOWN ON TAX RECORDS &fILOCATION & PURPOSE OF ALL EXISTING AND PROPOSED EASEMENTS `— !COMPLETE OUTLINE OF EXISTING DEED RESTRICTIONS APPLYING TO PROPERTY / T �- i': EXISTING ZONING G 1 v 'AREAS SUBJECT TO FLOODING OR STORM WATER OVERFLOWS --j-iWATER COURSES, MARSHES, WOODED AREAS, TREES 8" IN DIAMETER OR MORE 'ANY BUILDING WITHIN 100 ' OF PROPERTY i �AVED AREAS, SIDEWALKS, VEHICULAR ACCESS TO PUBLIC STREETS v EXt,$TIN.G SEWERS, CULVERTS, WATERLINES WITHIN OR ADJACENT TO PROPERTY I;�. FENCING LANDSCAPING AND SCREENING PROPOSED BUILDINGS OR STRUCTURAL IMPROVLMENTS i DOFF STREET PARKING AND LOADING AREAS OUTDOOR LIGHTING OR PUBLIC ADDRESS SYSTEMS ii .. OUTDOOR SIGNS- LOCATIONS , ��239K IDEW�1\ WIDTHS. WAZ/ ' AND SEWER _LINES 4' i MAILING ADDRESS: PLANNING BOARD MEMBERS ��0� soyoSo uh 1Box 1179 1 971 DONALD J.WILCENSHI �Q l� Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE RAFFERTY �Q 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ly''QUlm,`` Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 8, 2014 ` } L Li -- � ; Mr. Vincent Pizzulli JUL - 7 2014 i 333 Earle Ovington Blvd., Suite 100 Uniondale, NY 11553 TC'd;'c ;r -,i, i[!ni n Re: Approved Site Plan for CSC Acquisition-NY (Cablevision 69235 NYS Rt. 25, ±580' s/w/o Albertson Lane & NYS Route 25, Greenport SCTM#1000-52-5- Zoning District: Light Industrial 5q ,5 Dear Mr. Pizzulli: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made June 26, 2014 by Planning Staff and the Town Engineer. The site is now in conformance with the Approved Site Plan entitled "Proposed New Fiber Optic Head End Building for Cablevisions Systems Corp.", prepared by John H. Seifert, Jr. of WSJS Architects, dated March 17, 1995 and last revised April 12, 1995. This letter does not condone any changes from the Approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector pF SOUjy�l Town Hall Annex 54375 Main Road jog Telephone(631)765-1802 P.O.Box 1179 �. Q lVroaer.richerAt ownlsos;M d nv us Southold,NY 11971-0959 UIViY, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: """ S Date: / .Company Name: Name: License No.: Address: as JJV C iAQl�,- Phone II.No.: eS�6_ t JOBSITE INFORMATION: (*Indicates required-information) *Name: CSC too/�. • .,-� << )i *Address: C 6 3S *Cross Street: G11 R.� *Phone No.: Permit No.: ��' - Tax Map District: . 1000 y Section:- Block: p_�_ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: YES / NO Rough In YES / NO Final 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 kdditional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form TOWN OF SOUTHOLD PROPERTY RECORD CARD ' ' OWNER STREET Ca� VILLAGE DIST. SU — LOT �,c�(�' fes! " � ��• � Z 4 ; f �` rtG � �' � '�' �-�.•c ACR. REMARKS TYPE OF BLD. PROP. CLASS LAND IM . TOTAL DATE �2ywL2Hed' r+ 1 32�ra 12€ -400 a?/q7 0 6 Q.S ' P' o _ Con CobLe 7-V I- - e Vf FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD 76617) WOODLAND DEPTH ,c,�t MEADOWLAND BULKHEAD HOUSE/LOT TOTAL -3,,- COLOR TRIM In M. Bldg. Foundation c, Bath Dinette FULL Extension X k5 Basement LAB Floors ._ Kit. Extension Ext. Walls Interior Finish L.R. Extension Fire Place Heat D.R. Patio Woodstove BR. Porch Dormer Fin. B. Deck Attic Breezeway Rooms 1st Floor Garage Driveway Rooms 2nd Floor O.B. Pool ARCHITECTURE JS ARCHITECTS ILR 755 New York Aveme6 Hwth9ton,NY 11743 (516)3%IM October 19, 1995 D7 2 31996 Town of Southold Building Department Town Hall Hall Main Road Southold, N.Y. 11971 Attn: a Re: Cablevision Systems Corporation Head End Facility Main Rd. , Greenport, N.Y. Dear C Enclosed please find check # 5309 in the amount of $189.00 as payment for the building permit fee for the above referenced project. Very truly yours : William Scherer cc: D. Buckley ARCHITECTURE JS ARCHITECTS PL NG 755 New York Avenues Hwtkx*on,NV 11743 (516)MM 9/20/95 Town of Southold ° a, Building Department Town Hall Main Road SEP1995 A lw Southhold, N.Y. 11971 BLDG OF SDEPT. O THOLD Attn.: Building Plans Examiner Re: Cablevision Systems Corporation Head End Facility Main Rd., Greenport, N.Y. To Whom It May Concern, Enclosed please find three sets of building plans for the above referenced project, an application for building permit, a certiflcote of insurance from the builder naming the town as certificate holder, three copies of the survey of the property, and a copy of the approved site plan and resolution. We are submitting these to you as application for building permit. If a fee is required for the processing of the application please advise our office and we will promptly forward the amount to you. We appreciate your assistance in this matter. Very truly yours, iJo n H. Seifert ARCHITECTURE WSJ ARCHITECTS INTERORS 755 New York Avenin Hur&gton,NY 11743 (516)MM 9/22/95 Town of Southold SEP 2 5 1995 Building Dept. Town Hall Tr,� Main Rd. Southold, N.Y. 11971 Attn.: Building Plans Examiner Re: Cablevision Systems Corp. Head End Facility Main Rd. , Greenport, N.Y. To Whom It May Concern, As per your request, the project construction cost for the above referenced project is ( $200,000) , two hundred thousand dollars. Please let us know what the filing fee will be and we will promptly forward it to you. Thank you for your attention to this matter. e Iltruly yours, n ,�,eifert © STAR BUILDING SYSTEMS „ P.O. Box 94910 Oklahoma City, OK 73143-4910 /r 405-636-2.010 December 27, 1995 a 1,,405-636-2419 04 s a. JOLLY CONSTRUCTION CO., INC. ✓,f"�'' 1115 MARCONI BLVD. COPIAGUE, NEW YORK 11726-2816 �iR<o� Subject: CABLEVISION SYSTEMS CO Greenport, New York STB 34' x 34' x 10' 17' Bay Spacings Star Job Number 95-7265 Gentlemen: This is to certify that material for the subject type structure has been designed in accordance with the order documents, specifically as shown per the attached Engineering Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. This building is designed in general accordance with the 9th edition, AISC Steel Construction Manual and 1986 AISI Cold Formed Steel Design Manual with 1989 addendum. Star Building Systems is AISC Certified in category MB, Metal Buildings. This material, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements without exceeding the allowable working stress. This certification does not cover field modifications or the design of materials not furnished by Star Building Systems. The attached calculations are to remain with and form part of this Letter of Certification. Cordially, TAR BUILDING ST a Robertson Cec C T OXY " :u Dennis P. Watson, il62T:35. , �, Director of Engineeri �� /rb ��- S ' 1V CERT/FSC Q 9f Z 8600 South Interstate 35, Oklahoma City, OK 73149 r r CAFFGOflV'� WSJS ARCHITECTS 755 New York Avenue HUNTINGTON, NY 11743 DATE JOB NO. (516) 351-1999 I [2:4: ATTENTION TO RE: dyl Ad rJ �o pal WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following tems: ❑ Shop drawings ! Prints ❑ Plans pecifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 2-4, ' z e L THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS S -W .G' i a f- .-.J L, �.�J rr�n J,J M ,4',^{ rc-� -%O I p A aAl 4 Imc L BLDG.DEPT. TOWN nc gAi�7� COPY TO SIGNED: ff enclosures are not as noted,kindly notify at once. WSJS ARCHITECTS KRUT 12 OF 4 D e [V�MOVULM 755 New York Avenue HUNTINGTON, NY 11743 DATE (516) 351-1999 ATTENTION CY T� �.^ pis►-Ic2 TORE: V i S(c nl 2CPo WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings 9 Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION S C-Td" It) Lb THESE ARE TRANSMITTED as checked below: 1 r 'T ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once. o� Gyp y a Town Hall, 53095 Main Road p • Fax (516)765-1823 P. 0. Box 1179 Telephone(516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD STOP WORK ORDER TO:_ WSJS ARCHITECTS 755 NEW YORK AVENUE HUNTINGTON, NEW YORK 11743 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 69235 MAIN ROAD, GREENPORT, N.Y. 1000 -59 .5- 2- A TAX MAP NUMBER - 5 5 Pursuant to Section 45-8-K 4 of the Code of the Town of y ]1�"Southold, New York, you are notified to immediately suspend all work and building activities until this order has been rescind d BASIS OF STOP WORK ORDER: SURVEY OF FOUNDATION LOCATION SHOWS ENCROACHMENT ON REAR LOT LINE SETBACK. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: ZONING BOARD OF APPEALS APPROVAL, OR HAVE FOUNDATION LOCATED IN REQUIRED SET BACKS. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both DATED: FEB. 21 1996 JOHN M. BOUFIS BUILDING INSPECTOR ti �.' 90U HEMF`STE,hr3 TtiFyMF't�l�, ' WEST,HENEhSTa{j', tv,Y. i 1, 3Y TELEPHONE FAX 6 t S d N'S OW! May ...0,096 i�rS.Ifi�`Arcititects 7-W Oa_W Y6kk Ave. 'Flint ngton, N.Y. 11743 A.tts Jobb Seiffert- r Re: Cablevision r Main Rd. Greenport, N.Y. f't+ti t l Omen: 1 wi tk respect to sbove cnptloned project the following is submitted. Y . C }IA n revi.cwed Slacke Test Boring, Inc.borings and report pf Paul A. i31nk1cr ,dtd. May 15, 1996, in which he recommends foundation J'x��'tttttpq be plated approximn.tel.y five feet below grade.This is where trctit;g% indicate tun<Ilsturbed soil. with-at ]_east two ton per sq.ft. feat ►tg. A; pZ,r drawing A-Z footing bottom, are in compliance.. Crotthd water may be encountered at this level.If it is no more than a fow' aches above footing bottoms n Laver of gr.ave.l may be placed so that coti�tete can be placed dry. i If- f6oting _bottoms are substantially below water level the excavation ratl%t lJo �titlpedr dry until. concrete is sufficiently set. very truly yours, Cenrge H. Blunt JOLLY CONSTRUCTION CO., INC. , LETTER OF 4 Marconi Boulevard � � COPIOPIAGUE, NEW YORK 11726 � A (516) 842.3333 FAX (516) 842-1791 JOS NUMBERIPHONE DATE TO ~`TOWN OF SOUTHOLD _8128Z96 Building Department ATTENTION Town Hall John Boufis P.O. BOX 1179 RE: Southold, NY 11971 CSC Acquisition - NY Inc. Permit Number 23054 Z WE ARE SENDING YOU Attached —Under separate cover via the following Items. —Shop drawings _Prints _Plans —Specifications _Samples Copy of letter —Change order jt—Other:Survey DESCRIPTION 1 8/27/96 93-228 Foundation Location on Survey THESE ARE TRANSMITTED as checked below: ,Y,—For your approval _Approved as submitted _Resubmit �_copies for approval For your use —Approved as noted —Submit �_copies for distribution _As requested _Returned for corrections —Return �_corrected prints X—For review and comment _Other _FOR BIDS DUE/DATE: _PRINTS RETURNED AFTER LOAN TO US REMARKS 1 . 7 COPY TO SIGNED —/Cl I/enclosures are not as noted,please notify us at once. • PRODUCT 13127T NEBS Inc.,Groton,MA 01471 To order Phone Toll Free 1-800-225-9550. FOLD AT(>)TO FIT COMPANION 771 DU-O-VUE rLOPE P/NT. .S.A. A ARCHITECTURE WSJS ARCHITECTS (NTERIORS PLANNING 755 New York Avenue,Huntington,NY 11743 (516)3%1999 9/24/96 Town of Southold Main Road Southold, N .Y. 11971 2 5 Attn. Building Department Re : Cablevision Main Rd . Greenport, N .Y. Dear Sirs, The foundation as shown on drawing A-2 dated 6/13/96 (enclosed) was designed for the soil conditions indicated in the soil boirngs dated 5/7/96 by Slacke Test Boring and soils report dated 5/19/96 written by Mr. Paul Wingler. In addition, we had our structural engineer, Mr. George Blum review the drawing for compliance to the soils report and boring findings ( letter copy enclosed) . We hope that this information is usefull to you in compieting your foundation signoff . a er, truly yours, r. le' ifert c Mr D. Buckley - Cablevision / Mr Tom Oldery - Jolley Construction ��a� aRcy�TF �g %% oT SEIF�cRT OF NES y0 ALL FIRE SYSTEMS, INC. WILLIAM BROWN ALTmmir/VF GAS AND DETECT/ON SPECIALIST 342 PENNSYLVANIA AVENUE MINEOLA, NEW YORK 11501-1887 TELEPHONE: (516) 248-5722 1 (212) 972-9200 FAX: (516) 248-4739 December 11, 1996 Town of Southhold Main Road Southold,NY 11971 Attention: Inspector Fisher Re: Cablevision, Greenport, NY Dear Inspector Fisher, Please find enclosed for your review the electrical and mechanical drawings for the above customer's FM-200 Clean Agent Fire Suppression System. The building in question is a stand alone Headend, normally unoccupied with both automatic and manual release operation. The FM-200 system consists of two (2) FM-200 Storage Cylinders, one for room, and the smaller for underfloor protection. The cylinders are interconnected and will release simultaneously. The smoke detectors are designed as a cross-zoned operation, with a thirty(30) second delay countdown from second detection activation to system release. The system can be aborted during the second detector countdown. The audible devices are set for three (3) different ones, (1) alarm, (2) countdown and (3) discharge. Upon first detection alarm the central alarm company will be notified for system in alarm, and will alert the Fire Department. Since the building is presently under construction, no equipment is scheduled for delivery and installation until January, 1997. After review could you please advise if any questions, and looking forward to meeting with you to discuss this installation further. Thank you for your courtesy. e nJf� s, William Brown Alterative Gas and Detection Specialist WB:jl o��s�FFO�,�coG o� y� y Town Hall,53095 Main Road Fax(631)765-1823 P.O.Box 1179 ifi �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD July 27, 2001 CSC ACQUISITION NY INC. C/O ENTITY ACCOUNTING 111 STEWART AVE . Bethpage, N.Y. 11714 Re : Building Permit #23054-Z Premises : 69235 Main Rd. , Greenport, N.Y. Suff . Co. Tax Map #1000-52 . -5-59 . 5 Gentlemen: It has been brought to the attention of the Building Department that the above building permit has expired, and a Certificate of Occupancy has not been issued. The last inspection was done on August 27, 1996 which was for the foundation. According to the Code of the Town of Southold, a building permit expires in 18 months from date of issue, with a 6 month extension for a total of 2 years . If at the end of two years construction is not completed, the building permit must be renewed and a new fee submitted. Occupancy or Use is unlawful without a Certificate of Occupancy. Please contact this office as soon as possible so that we resolve this matter. Very truly yours, SOUTHOLD TOWN BUILDI DEPT. Michael J. V rity Sr. Building Inspector MJV:gar (Cert Mail) pF SOUlyolo Town Hall,53095 Main Road Fax (63 l)765-9502 P.O. Box 1 179 Telephone(631)765-1802 Southold,New York 11971-0959 04UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 10th, 2007 CSC Acquisition-NY INC P.O. Box 249 Bethpage, N.Y. 11714-0249 RE: 69235Main Road (cable television switching station) SCTM# 52 5 59 5 To Whom It May Concern: Please be advised that your Building Permit#23054 issued October 26th, 1995 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of$189.00 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. pF SOUIyOIo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Southold,New York 11971-0959 �0 ��OUNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE October 20th, 2009 CSC Acquisition-NY Inc. C/O Real Estate Dept. P.O. Box 249 Bethpage, N.Y. 11714-0249 RE: 69235 Main Rd. (Cable TV Switching Station) SCTM: # 1000-52.-5-59.5 To Whom It May Concern: Please be advised that your Building Permit # 23054 issued October 26th, 1995 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit's, please submit a fee of $ 189.00: at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT �o��pF SO(/lyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • �O Southold,NY 11971-0959 Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD July 28th 2010 CSC Acquisition-NY, Inc. C/O Real Estate Department P.O. Box 249 Bethpage, N.Y. 11714-0249 Re: 69235 Main Rd. / Violation SCTM # 1000-52.-5-59.5 To Whom It May Concern: Your BUILDING PERMIT# 23054 for construction of a CABLE TV SWITCHING STATION has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector. Therefore, you have ten days from the receipt of this letter to submit a check made out to the Town of Southold in the amount of $189.00 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m Respectfully Yours, /Z. Damon Rallis, Zoning Inspector Southold Building Department 701p p290 0002 8968 1492 r Southold Town Building Department FQI,t P.O.Box 1179 Permit#: 35784 54375 Main Road Southold,New York 11971 Permit Date: 8/18/2010 (631)765-1802 Expiration Date: 2/18/2012 Parcel ID: 52.-5-59.5 BUILDING PERMIT RENEWAL LETTER Dated: 8/6/2013 Applicant: CSC ACQUISITION-NY,INC. Location: 69235 MAIN ROAD GREENPORT Work Description: WIRELESS COMMUNICATION SYSTEMS CONSTRUCT A CABLE TELEVISION SWITCHING STATION AS APPLIED FOR. PLANNING BOARD APPROVAL 05/01/95 REPLACES EXPIRED BP #23054 A FEE OF $144.50 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: CSC ACQUISITION-NY INC Address: P.O. BOX 249 C/O REAL ESTATE DEPARTMENT BETHPAGE, NY 11714-0249 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. x Southold Town Building Department FQt " P.O. Box 1179 54375 Main Road Permit#: 35784 Southold,New York 11971 Permit Date: 8/18/2010 (631) 765-1802 Parcel ID: 52.-5-59.5 Expiration Date: 2/18/2012 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 9/18/2013 Applicant: CSC ACQUISITION-NY,INC. Location: 69235 MAIN ROAD GREENPORT Work Description: WIRELESS COMMUNICATION SYSTEMS CONSTRUCT A CABLE TELEVISION SWITCHING STATION AS APPLIED FOR. PLANNING BOARD APPROVAL 05/01/95 REPLACES EXPIRED BP #23054 A FEE OF $144.50 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: CSC ACQUISITION-NY INC Address: P.O. BOX 249 C/O REAL ESTATE DEPARTMENT BETHPAGE, NY 11714-0249 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. ❑p01 1574 95-2 701❑ 10613 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department P.O. Box 1179 Permit#: 35784 ,1t 54375 Main Road Southold, New York 11971 Permit Date: 8/18/2010 Dl (631)765-1802 Expiration Date: 2/18/2012 Parcel ID: 52.-5-59.5 Dated: 10/18/2013 Applicant: CSC ACQUISITION-NY,INC. Location: 69235 MAIN ROAD GREENPORT Work Description: WIRELESS COMMUNICATION SYSTEMS CONSTRUCT A CABLE TELEVISION SWITCHING STATION AS APPLIED FOR. PLANNING BOARD APPROVAL 05/01/95 REPLACES EXPIRED BP #23054 Owner: CSC ACQUISITION-NY INC Address: P.O. BOX 249 C/O REAL ESTATE DEPARTMENT BETHPAGE,NY 11714-0249 Your BUILDING PERMIT #35784 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Therefore, you have ten days from the receipt of this letter to submit a check made out to the Town of Southold in the amount of$144.50 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, 7k4o:4w�44 Michael Verity: Chief Building Inspector Southold Building Department FORCHELLI, CURTO, DEEGAN, SCHWARTZ, MIMEO & TERRANA, LLP COUNSELORS AT LAW THE OMNI 333 EARLE OVINGTON BLVD.,SUITE 1010 UNIONDALE,NEW YORK 11553 TELEPHONE:(516)248-1700 j FACSIMILE:(516)248-1729 -- -- n WEBSITE:WWW.FORCHELLILAW.COM MAR 25 2014 VINCENT J.PIZZULLI,JR. 't PARTNER ! VPIZZULLI@FORCHELLILAW.COM March 24, 2014 Building Department Town of Southold 54375 Main Road Southold, New York 11971 Attn: Pat Conklin Re: CSC Acquisition, 69235 Route 25, Greenport, New York Dear Ms. Conklin: Enclosed please find the updated survey of the above-referenced premises. Please review and call me to further discuss the setback questions and determine if any variances will be required to maintain the existing building. Thank you for your courtesy and attention. Very t�puly yours, 17 VINCENT JZZULLI R. R l VIP:cap r� Enclosure File No.34196 4 4 FORCHELLI, CURTO, DEEGAN, SCHWARTZ, M1NEO & TERRANA, LLP COUNSELORS AT LAW THE OMNI 333 EARLE OVINGTON BLVD.,SUITE 1010 UNIONDALE,NEW YORK 11553 TELEPHONE:(516)248-1700 FACSIMILE:(516)248-1729 WEBSITE:WWW.FORCHELLILAW.COM VINCENT J.PIZZULLI,JR. PARTNER VPIZZULLI@FORCHELLILAW.COMr, I ��<<� April 4, 20 i i 1 Building Department APR 72014 Town of Southold 54375 Route 25 - 'e Southold,NY 11971 -- Attention: Patricia Conklin Re: CSCAcquisition AT,Inc., 69235 Route 25, Greenport Dear Ms. Conklin: I represent CSC Acquisition NY, Inc., and I am writing to follow up on your determination with regard to the enclosed permit and notice of non-compliance with the rear yard setback requirements. The subject property is zoned Light Industrial District, and the Young &Young survey that we submitted(additional copy enclosed) demonstrated that the rear yard setback is 70.7 feet, not 65.6. You advised that the survey has been accepted, and that my client could proceed with its request for a final inspection for a Certi "CO"). It wg,�ald-be greatly appreciated if you would confirm your determination in writln tha a will be no misunderstanding or confusion when my client requests final inspection. ` Thank you for your co -atterrtrl --- Very It ly yours, VINCENT J IZZUL I, JR. VJP:ar File No. 34196 o��OF SO�ryol. Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 IrDUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 29, 2014 Forchelli, Curto, Deegan, Schwartz, Mineo &Terrana, LLP L The Omni 333 Earle Ovington Blvd., Suite 1010 Uniondale, New York 11 E: CSC Acquisition-NY, Inc. (Cablevision), 1000-52-5-59.5 that OM IT MAY (;UNUERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: ectlication for Certifirical Underwriters CertificatbV?�Elpe. C'/'�cate of Occupancy. (Enclosed) I 1 A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) 7� {/ Final Planning Board Approval (Planning#765-193ack T Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38438-Z New Building SO�ryDl. 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �lyC4UNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 22, 2014 Vincent Pizzulli, Atty. 333 Earle Ovington Blvd., Suite 100 Uniondale, New York 11553 RE: Cablevision, 692335 Route 25, Greenport, New York NOTE: Before the Certificate of Occupancy can be issued an architect or engineer must certify that all construction was done according to New York State Building Code. TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 38438-Z 1 .i., E C: I.. 5 S( R AIA, August 1,2014 NvO A Mt,L),u ,ld.AIA. O W111ii F m,,AIA Building Department Fl—.-,R-r,uk<I,AIA Town of Southold Dirccm, A I'lonnmc c,,,.s shun„vav 54375 Main Road A:aw, PO Box 1179 RobertF I.,AIA Elden W Snw1k,AIA Southold, NY 11971-0959 C1 r,t,,p1 o M. Cc n..,AIA,NCARB RE: Cablevision Systems Corporation Building Permit 38438-Z 692335 Route 25 Greenport, NY 11944 To Whom It May Concern: I, Neil A.MacDonald, state that I am a registered architect duly licensed to practice in the State of New York and that I am regularly engaged in the practice of architecture. On Tuesday July 29, 2014 1 visited the project area referenced above. I hereby certify that the construction of the one-story, 600SF pre-fab building previously permitted under Town of Southold Permit No. 38438-Z was completed in accordance with the New York State Building Code. If you have any questions please do not hesitate to contact me. Sincerely,, C F` 41} t. Neil A. Mac'eKin tl Partner �! AUG 13 2014 [3':UG 1,EPT. TOA!, OL COMPLETE • ■ Complete items 1,2,and 3.Also complete A. SignaatureA item 4 if Restricted Delivery is desired. X '�'L ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery adt rens different from item 1? ❑Yes 1. Article Addressed to: 43054 If YES,enter delivery address below: ❑No Gs� ,lc" QC411,11,13 !5 TW - C/b-Ka'a s' Tzb"'Vf �13. Service Type 1 D ' DSC Z qcj ❑Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise 7 ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (rransfer f om service label) 7066 0a q6 600 2 65 &1 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 COMPLETE •N COMPLE71 THiS SfC TION ON ■ Complete items 1,2,and 3.Also complete A. Sign t�ure item 4 if Restricted Delivery is desired. �➢/�'� Q��7 ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Race f by -n Name) C ate Delivery ■ Attach this card to the back of the mailpiece, V� ,— or on the front if space permits. � D. Is delivery address different from Rem 1? 11 Yes 1. Article Addressed to: 3 5 7 y If YES,enter delivery address below: ❑No 3. Service Type /1�,il- o aq j ❑Certified Mail ❑ Express Mail 7 ❑ Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (rrw�sthr from service label D/(� /b GO D 4 0 / l s? �50 PS Form 8811,February 2004 Domestic Return Receipt sIyAv4A2-M-s.I COMPLETE • • e ON• ■ Complete Items 1,2,and 3.Also complete A. 'on re PS Form 3800, March 1993 item 4 If Restricted Delivery is desired. X 1 Agent N o ■ Print your name and address on the reverse Addressee y ' so that we can return the card to you. YNIVI by(Print ame) C. Date of very N a a o a y �N ■ Attach this card to the back of the mailpiece, Z N n N v z or on the front if space permits. -7 D. Is delivery address d' erent from item 1? ❑Yes o o a m o o M tC 1. UU to: If YES,enter deliveryaddress below: ❑No n ir' n goy 1SiT(bQ Ny -t- QC n�. a� 1. x� o � CD (4 P+ 0004 2030,W z ru n 50 Ul 3, Service Type ❑Certified Mail E3 Express Mail 4 _ Q - 0 T ❑Registered E3ReturnReceipt for Merchandise v d< t ❑Insured Mail ❑C.O.D. I N O O N W :J. C 4. Restricted Delivery?(Extra Fee) ❑Yes -- —n 2. Article Number �� 0 Di�O (rransfer from ggadeLkUmL PS F m Receipt 102595-02-M-1540 -- -- --- 7006 0810 0001 4494 7607 o 0 • complete kerma 1 andit 2 for addMeeel services. I lto with to recsWe the • Complete items 3,and 4a&b. following services (for an extra • hint your name and address on the reverse of this form so that we can fes). la•IY•n this.card to you. R. • Attach this form to the front of#w mailpiece,or on the back if space 1. ❑ Addressee's Addressdeals riot WH1e'RRettuuReceipt Requested-on the msllplece below the article number 2. ❑ Restricted Delivery • Nle fietum Receipt will show t o whore the article was delivered and the deft Consult postmaster for foe. ,d 3. Article Addressed to: 4e. A r k WSJS Architects $ 215 755 New York A". �. Tie �insured � �) L� � .� Huntington, N.Y. 11743 i a 00 r d Receipt for V" C --` O f a,o 5. Signature (Addressee) ifrt�useted � � is Signature (Agent) L 1 ro PS Form381I.Decomber 1 go l *AA we m -w*4wr Q�11 No wow WONLAW1 aIN;:. :; :.: . ... . ...:. :: :. ...::. .: . .::.::.:.......::.::.;:.::.;:.;:::::.>:.::.;:.;:.:::; ISSUE DATE(MM/DD/YY) �.. �. i. u A . :: : :: - - 95 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE B.B.S. & D. GROUP LTD. DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE 2160 HEMPSTEAD TURNPIK POLICIES BELOW. EAST MEADOW COMPANIES AFFORDING COVERAGE NY 11554— Ext COMPANY � o �j� LETTER A HARTFORD INSURANCE GROUPU COMPANY INSURED LETTER B ......... ........ ........ ......... JOLLY CONSTRUCTION CO., INC. COMPANYLETTER C 1115 MARCONI BLVD. — — . ............................... COPIAGUE, N.Y. 11726 COMPANY LETTER D ....................................................................................................................................................................... ext. — — ext. COMPANY LETTER E THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ...:......................_._.........................................................................................................:..._........................__......................................................................................_ ........ CO : TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR DATE(MM/DD/YY) DATE(MM/DO/YY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE _._ _. _ $2000000 XCOMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG.:.;:..._... ........................................ . O.O.000.O...................... A CLAIMS MADE : X OCCUR. PERSONAL&ADV.INJURY $1000.Q00 UENVN3145 01-30-95 01-30-96 OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE ..... ......... ........�1000.Q.QQ ..._..... FIRE DAMAGE(Any one tire) $30.00.0.0. MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE ANYAUTO LIMIT $ 0 ....... .. ........... .. .............................. ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ 0 HIRED AUTOS — — — — R BODILY INJU Y NON-OWNEDAUTOS (Per accident) $ 0 G _....._........ GARAGE LIABILITY . .._...... PROPERTY DAMAGE $ 0 EXCESS LIABILITY EACH OCCURRENCE $ 5000000 A X 'UMBRELLA FORM RHUC16256 01-30-95 01-30-96 AGGREGATE $ 500.00.00.. OTHER THAN UMBRELLA FORM WORKER'S COMPENSATIONX. STATUTORY LIMITS ..;....................................... .............................. EACH ACCIDENT _:..$100000 A AND WECM9949 01-30-95 01-30-96 EMPLOYERS'LIABILITY DISEASE-POLICY LIMIT $ 5QQ.0.9.Q ................ DISEASE-EACH EMPLOYEE100000 $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS ALL OPERATIONS IN NEW YORK STATE C RI€I f :: i IWI :'"::':: ::::::::......:::::::::::::::::::::::::::::::::::::::::i::::::::::::::::`:':.`::. :::::::.....::::::::: :: : :::t:::::::::::::::: ::::::: :::::::::::::::ii ;::'::'::: :::: ...... ......... .. .... .... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TOWN OF SOUTHHOLD EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO 53095 MAIN ROAD MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR P.O. BOX 1179 LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. SOUTHHOLD, N.Y. 11971 AUTHORIZED REPRESENTATIVE R1feQFift: i?''S' .'.I Q ......:::: :...... :::::: ::::::::::::::::::::::::::::::'::::::::%:'::'''''':::':::i2:: 1-1W—i'—1 0-96 FR I 1 1 : 1 1 AM -:LAC:r::E TE:=T DC1R I HG 511S 265+81397 F. Gig. F'AX NO. 516/ 265 -8.397 SIACKE TEST BORING, INC. .. 9 trfL° �nr.{ P` Biu• �� 4 t<[�t txC�� . � �.nlriv2• [(�r�t�it�ivttQ� 63 Mumford .Road, Kings Park, Nsw York 11754 516/265=1.666 (Mrs.) Sally Ann Slacke, President Dale Map 7 , 19 96 ---- Doring No.__ 3 Jqb No: 5266-96 Job Location Cablevision Site, MaiI1 Road (Route 25 ) , Greenport, New York Datum Oround 3uriacd Elevetivn Water L_nvel IS below Ground Surface DEPTH W- -Blows Pefi:•tration CLASSIFICATION OF SbIL Sample of Spoon CASING BLOW From To Spoon In Inches Ground surface 311 Topsoil - t 3t1 6" I I 6" 81 Coarse to Fine Brown Sand, some Fine Gravel 1 Sample #1 @ 51 to 61611 12-11-9 18" I 8 ' 11 ' 6" Coarse to Fine grown •Sand, some Gravel 1 Sample #2 @ 10 ' to 1116" 30-23-21 18" 11 ' 6" 15 ' Coarse to Fine Brown Sand & Small to Fine Gravel , trace Medium Gravel Sample #3 @ 13 ' 6" to 15 ' 19--19-22 19" RUNNING SAND -- END_ OF BORING__15 1) . a SLACKE TEST BORING, INC. 265-8397 65 RUMFORD ROAD,P.O. BOX 64, KINGS PARK, NEW YORK 11754• (516)265-1666 •FAX 2633443 May 15, 1996 Mr. John Seiffert WSJS Architects 755 New York Avenue Huntington, New York 11743 RE: Cablevision Site Tax Map 1000-52-05-59 part of 4 Main Road (Route 25) Greenport, New York Gentlemen: I provide Professional Engineering Services and participate with the field personnel of Slacke Test Boring, Inc. in rendering geotechnical evaluations and judgments regarding subsoil management. The soil borings and Standard Penetration Test (SPT) were performed with a drilling rig equipped with a rotary head boring mechanism. Conventional hollow stem augers were used to advance the bore holes and to facilitate sub- surface testing and sampling. Representative samples were obtained using a two inch split spoon sampling tube (SPT) and applying the guidelines and procedures of ASTM designations: D1586 - Penetration Test and Split-Barrel Sampling of Soils D1587 - Thin-Walled Tube Sampling of Soils D2488 - Recommended Practice for Description of Soils (Visual-Manual Procedure) D2937 - Test for Density of Soil in Place (Drive-Cylinder Method) Sectional liner samples were also secured in conjunction with the performance of the standard penetration and density test. The boring tests were conducted by a trained and experienced geotechnical technician. Each sample was evaluated, identified, and the SPT values recorded. more - Page 2 RE: Cablevision Site, Greenport, New York Three (3) test borings were conducted at the site on May 7, 1996. The borings were carried to a depth of 15 feet. Subsurface water was encountered at 5.5 feet at Boring No. 3, 3. 0+/- feet at Boring No. 4 and 5. 0+/- feet at Boring No. 5 and will be a factor with respect to below grade construction. The insitu soils encountered are typical of the region and are clean, well graded, very dense, granular material. A bearing capacity of 2.0 tohs per sq. ft. (TSF) could be assigned to the undisturbed structurally rated soils which are encountered 5. 0 ft.+/- below grade. The native, structurally rated soils will perform well as a foundation bearing material. Standard shallow foundations could be constructed on the native, structurally rated, soils. Attention should be given during excavation to assure that footings are constructed on undisturbed soils. All undercut material should be replaced in uniform lifts and compacted in accordance with an Engineered Fill Specifi- cation. Each lift should be placed in a maximum loose lift thicknesses of approximately twelve (12) inches and be compacted to 95% of the material' s maximum dry density determined by a Proctor Density Test (ASTM 1557) or as required. Blackfill of excavations following foundation construction should be performed using clean, excavated soils, or compatible imported granular material, where additional material is required. Foundations constructed on the final -bearing soils which are firm, stable, and free of organic materials, mud, water, or frost could experience a one-time elastic consolidation of less than one-half (1/2) inch. Consolidation would be apportioned during construction with negligible post. construction stress under full load. Please contact our office should you require any further assistance in forwarding the project. R,eespectffu� if ly submitted, POF NEW.YWINO o� Paul A. W'njler, P. E. Q Ip PAW/lb 0 38'its �F�"ROFESSION�'�'�� Job No 95-7265 Star Building Systems Job No : 95-7265 Engineering Services Engineer : TMN ENGINEERING DESIGN CRITERIA ------------------------------------------------------------------------------- Building Code The State of New York Building End Use Headend Facility Use Group Classification C1 Business Roof Dead Load 1 . 8 psf Star Material Roof Collateral Load 3 . 0 psf Ceiling Load Snow Loads 30 . 0 psf Wind Load V = 90 . 0 mph Alternate Wind Provisions MBMA / 1986 Classification of Building Category I Importance Factor Wind (I) 1 . 05 (Coastal) (6 miles) Velocity Pressure (q) 18 . 3 psf Design Wind Pressure (p) q(GCp) Building Wind All buildings designed as ENCLOSED Seismic Load MBMA 86 design Load Combinations D + L D + S D + A D + W D + S + A D + . 5W + A D + S + . 5W D + . 5S + W D + S + W High Strength Bolt Tightening In accordance with the "Specification for Structural Joints Using ASTM A325 or A490 Bolts" the turn of the nut method of tightening is recommended. � EOf ar ©62735• 3 �R SSION ------------------------------------------------------------------------------ CDS : V21 ON: Mon Dec 18 AT 08 :41 : 23 PAGE 1 JOB: 97265a run01 BY: nasir FOR: STAR-Monticello, Ia ------------------------------------------------------------------------------ M A I N B U I L D I N G D E S I G N S U M M A R Y R E P O R T BUILDING DATA Live Load: 30 . 00 psf STB 34-0 x 34-0 x 10-0 3 : 12 Tributary Check: NO Bays : 2@17-0 Ground Snow: 30 . 00 psf Building Code: NEW YORK STATE Roof Snow Load: 30 . 00 psf Seismic Zone: 1 Wind Load: 90 . 00 MPH Dead Load: 1 . 78 psf Ceiling Load: 3 . 00 psf -------------------------------------------------------------------------------- PANELS ----- Roof : SDR 26GA SPECIAL Wall : SDW 26GA STD COL (DURA-RIB) (DURA-RIB) PURLINS ---- Side 1 and 2 : 2@2 .9609 2@5-0 1-0, 15/16 L Lap R Lap Bear Bay Side Length Size Exten Exten Stiff 1 1, 2 17 . 000 8 .5Z57 PURLIN S 0 . 000 2 . 083 C Both 2 1, 2 17 . 000 8 .5Z57 PURLIN C 2 . 083 0 . 000 S Both Side 2 Anti-Roll Hdwe @ 5 STRUTS ----- 8 . 5E92 ES 3/12 @ Bays 1- 2 BRACING ---- Roof : Diaphragm Side 1 : Diaphragm Side 2 : Diaphragm Side 3 : Diaphragm Side 4 : Diaphragm GIRTS ------ Side 1 and 2 : 7-4 2-8 (Flush mounted) L Lap R Lap Bay Level Length Size Exten Exten 1 1 17 . 000 8 .5Z64 GIRT S 0 . 000 0 . 000 S 2 1 17 . 000 8 . 5Z64 GIRT S 0 . 000 0 . 000 S GIRTS ------ Side 3 and 4 7-4 3-8 3-3 (Flush mounted) L Lap R Lap Bay Level Length Size Exten Exten 1 1 7 . 000 8 .5Z57 GIRT S 0 . 000 0 . 000 S 2 1 20 . 000 8 . 5Z88 GIRT S 0 . 000 0 . 000 S 3 1 7 . 000 8 . 5Z57 GIRT S 0 . 000 0 . 000 S 2 2 20 . 000 8 .5Z64 GIRT S 0 . 000 0 . 000 S P , S J�N' 2 9 1996 Tn�/VNI ') ------------------------------------------------------------------------------ CDS : V21 ON: Mon Dec 18 AT 08 :41:23 PAGE 2 JOB: 97265a run01 BY: nasir FOR: STAR-Monticello, Ia ------------------------------------------------------------------------------ ENDWALL ---- Side 3 and 4 : BU Bearing Frame (Post and Beam) Rafter W6X9 Length 17 .5232 From 0 . 0000 to 17 .5232 Connections . . . . . Left : Shear Right: Type I W6X9 17 .5232 17 .5232 35 . 0464 Connections . . . . . Left : Type I Right : Shear CONNECTIONS : Shear. . . (2) 1/2" dia. A325N bolts with 3/8" P1 . CONNECTIONS : Type I . . . (8) 1/2" dia. A325N bolts with 3/8" Pl . Columns (1) - (4) : W8X10 Base Pl. = 81'x811x3/8" , Anchor Bolts = (2) 3 DiA.� FRAMES ----- Type Span Live Wind Eave Bay Used at Frame Lines STB 34 . 00 30 . 00/ 90 . 00 10 . 00/ 17 . 00 2, ------------------------------------------------------------------------------ CDS : V21 ON: Mon Dec 18 AT 08 :41 :23 PAGE 3 JOB: 97265a run01 BY: nasir FOR: STAR-Monticello, Ia ------------------------------------------------------------------------------ ***** MAIN BUILDING ENDWALL COLUMN DESIGN ***** (ENDWALL COLUMN REACTIONS) COL COLUMN BASE REACTIONS BY LOAD GROUP NUM D L S C W+ W- --- ------ ------ ------ ------ ------ ------ 1 0 . 070 -0 . 142 -0 .248 -0 . 014 0 . 090 0 . 090 V 0 . 000 -0 . 004 -0 . 007 0 . 000 0 . 002 0 . 002 HX 0 . 000 0 . 000 0 . 000 0 .000 0 . 000 0 . 000 HY 2 0 . 551 4 . 732 4 . 732 0 .473 -4 .265 -4 .265 V 0 . 000 0 . 000 0 . 000 0 . 000 -1 .488 1.582 HX 0 . 000 0 . 000 0 . 000 0 . 000 0 . 000 0 . 000 HY 3 0 .551 4 . 732 4 . 732 0 .473 -4 .265 -4 .265 V 0 . 000 0 . 000 0 . 000 0 . 000 -1 .488 1 .582 HX 0 . 000 0 . 000 0 . 000 0 . 000 0 . 000 0 . 000 HY 4 0 . 070 -0 . 142 -0 .248 -0 . 014 0 . 090 0 . 090 V 0 . 000 -0 . 004 -0 . 007 0 . 000 0 . 002 0 . 002 HX 0 . 000 0 . 000 0 . 000 0 . 000 0 . 000 0 . 000 HY V=VERTICAL HX=HORIZONTAL MAJOR AXIS HY=HORIZONTAL MINOR AXIS IN KIPS t_-. r� Builder ALLY CONSTRUCTION C job No. 7265ai Date 12/18/95 I � ! i t ! i • t .......W...--. ! IL v --i � i 1 ?f• _�-_.-_...--_._.....; ._..............................,...._..._.... — w - i 0 i - f 0 Ower ... ....... _ ..... _... ... .... ! L. - _ VIRK WILLI!% bloltm mw 6, WO unisruma ung, Ly jub 1 KKK ME DESCRIPTION: STB 34 30/18.30 10120 /tmp/nasir/spaceOOl/AREAD DATE: 12/18/95 nasi WT: 986 HR; 8.91 CL 2 PLATE: 50 KSI YIELD SPLICE BOLTS: ASTM A-325 SYMMETRICAL PURLINS: !'HORZ. FROM, PE4-*,* 1 1.078', 2 P 5y 0, 2 @ 2.96F C5 ........... .......... ... ......... ............... 14'-.'9 . ....... ............ ................ .............. ........ ...... 10.--- ..... ................... 5 - 1- ------- 12 .......... 5x 1 ZK 1 ojj;-� 10"0 WE HT. .............. -jj al 5v 1 Nx 16"1 CD . .. . ........ ..... ............ ....... ..... .............. ..................... FLUSH V111 - ------------ -- - -- - ... ... . ............ STEEL LIME- ALL DISTANCES it! WTHE9 WESS WTED ALL WOW 11-RESPECT TO OUTSIDE FLANGE 1 12. 20. 167 TYPE BASE WVEX 1 CAP/0 ISPLVEWSPL/400 PLATE W/O .25 500 60/8 03/2 BOLTS 1 2-6/8 . ' . . �TAR BUILDING SYSTEMS 8600 S. I-35 O�LAHOMA Cl�Y, OK JOB 97265a 5T9 34 30/18. 30 10/20 CL 2 FILE 97265a. fra JOINT REACTION AND LOAD SCHEMATIC DATE^ 12/18/95 PAGE ~ _________________ � __________ �iLL REACTIONS ARE IN KIPS OR KIP-FEET � ' ��' ' ' ' '. . . � .' '. ' ' `,````, ',',',..`,`,`,```` � --° � �-- JOIHT NUMBERIHS O^ 3 ' � O' 3 � ) Dea� Lcad ( OL ) � {�. � � �i ' � ' ' .' .- ' ' . ...... ' ' 2 ) Collateral Lnad ( COLL ) 3 ) Snow Loa� ( SNO� ) � � 4 ) NinILI Arrav 1 ( WA1 ) 5) Wind r-r- 2 ( WA2 ) STAR TBUILDIN13 SYSTENSIS 816-CC) C. 1-35 OKI AHOMP- CITY, Cl/ H L, J 0 L.': 9:"*2:'6 5, -70 !C C L 22 F*I'L .......... -- r JOIN T RE-ACTI011", A-NID I-Or"ID S Lr I!-i1 4 C .._.F 'ILL REACTIONS ARE I KIPS OR K I P---r--EET . ..... ...... ........ ..... . ........ ` . . . . ' . . =jTAR BUILDING SYSTEMS 8600 S. I-35 OKLAHOMA CITY, OK JOB 97265a 3TB 34 30/18. 30 10/20 CL 2 FILE 97265a. fra JOINT REACTION AND LOAD SCHEMATIC DATE: 12/18/95 PAGE A -------------------------------------------------------------------------------- !LL REACTIONS ARE IN KIPS OR KIP-FEET .DAD COMBINATIONS USED FOR FRAME DESIGN '-------------------------------------- 1 ) DL+COLL+SNOW 2> DL+WA1 3) DL+WA2 4) DL+WA3 5) DL+WA4 6) DL+COLL+WA1 7> DL+COLL+WA2 8) DL+COLL+SNOW+0. 50 WA1 9> DL+COLL+SNOW+0.50 WA2 10) DL+0. 50 SNOW+WA1 11 ) DL+0. 50 SNOW+WA2 12) DL+COLL+SNOW+WA1 13) DL+COLL+SNOW+WA2 14) DL+COLL+SNOW+WA3 15> DL+COLL+SN0W+WA4 Star Building Systems Job No : 95-7265a Engineering Services Engineer : TMN Date : 12/18/95 Building a SEISMIC LOADS Page ------------------------------------------------------------------------------- Building Code: NEW YORK STA Seismic Zone 1 Z = . 1875 I = 1 . 00 ------------------------------------------------------------------------------- LATERAL DIRECTION K = 1.. 00 Calculation of Seismic Weight (W) --------------------------------- COLLATERAL LOAD ( 3 .Opsf) ( 34 . Oft) (21 .2ft) /1000 . = 2 .2 Kips ROOF PANEL ( 1 . Opsf) ( 34 . Oft) (21 . 2ft) /1000 . = 0 . 8 Kips WALL PANEL ( 1 . Opsf) ( 17 . Oft) (10 . Oft) /1000 . = 0 . 2 Kips SECONDARY FRAMING = 0 . 9 Kips FRAME* = 1 . 6 Kips TOTAL WEIGHT (W) = 5 . 6 Kips Calculation of Period (T) and Shear Coefficient (C) --------------------------------------------------- T = 0 .05 * h/SQRT(D) = 0 . 05 * 12 . 1 / SQRT( 34 . 0) = 0 . 104 sec C = 1/ (15*SQRT(T) ) = 0 .21 > 0 .12 use C = 0 . 12 S = 1. 5 CS = 0 . 18 > 0 . 14 use CS = 0 . 14 Calculation of Shear (V) . -------------------------- V = ZIKCSW = ( . 1875) (1 . 0) (1 . 00) (0 . 14) ( 5 . 6) = 0 . 15 Kips Which is less than the total wind force (P) P = 1.55 Kips Seismic does not control . LONGITUDINAL DIRECTION K = 1 . 33 Calculation of Seismic Weight (W) --------------------------------- COLLATERAL LOAD ( 3 . Opsf) ( 34 . Oft) ( 34 . Oft) /1000 .- = 3 .5 Kips BUILDING WEIGHT = 5 . 9 Kips TOTAL WEIGHT (W) = 9 .4 Kips Calculation of Period (T) and Shear Coefficient (C) . --------------------------------------------------- T = 0 . 05 * h/SQRT (D) = 0 . 05 * 12 . 1 / SQRT( 34 . 0) = 0 . 104 sec C = 1/ (15*SQRT(T) ) = 0 . 21 > 0 . 12 use C = 0 . 12 S = 1 .5 CS = 0 . 18 > 0 . 14 use CS = 0 . 14 Calculation of Shear (V) : -------------------------- V = ZIKCSW = ( . 1875) (1 . 0) (1 .33) (0 . 14) ( 9 .4) = 0 .33 Kips Which is less than the total wind force (P) P = 3 . 07 Kips Seismic does not control . . � w K' .,.y:•:.1'.d"i'al`�:.• �ii�r;:�.. :..:i.:.._ :�..�...�.:�iw.. .�;� �.:r-•moi.=..±...�......rir Properties of Section SECTION 8 x Tt I TW 1 0 A WT. Ix Sx rx iy Sy r r Y t B nM ON) (IM nM (IN) (PLF) ON) (IN) (IN) (IN") (IN) (IN) (IN) SW 5 x 12 5 x 25 1 .1345 / 8 351 11.93 4228 10.57 3.47 521 2A8 122 1.36 SW 6 x 14 6 x 25 1 •1345 / 8 4.01 13.63 49.79 1 1245 352 1 940 3.00 150 1.64 SW 6 x 16 6 x 3125♦ .1345 / 8 4.74 16.13 59.93 1498 3.56 1125 3.75 1.S4 156 SW 8 x 17 8 x 25 1 .1345 l 8 541 1745 64.83 1621 3.60 2134 534 246 Z22 SW 6 x 19 6 x .3751 .1345 / 8 5.48 18.65 69.73 17.43 357 1350 4S0 157 1.67 0 X- -X SW 8x20 8 x 31251 .1345 1 8 5.99 2029 76.41 19.60 3.62 26.69 6.67 211 224 SW 6x22 6 x .4375/ .1750 1 8 650 22.12 80.42 20.11 352 15.75 525 1.56 1.67 Tw SW 8 x 24 8 x 375 1 .1345 1 8 6.98 23.73 91.55 22.89 3.62 32.00 8.00 214 225 SW 8x28 8 x .43751 .1750 / 8 825 28.07 105.47 26.37 356 37.34 933 213 224 SW 6x90 6 x .62501 .1750 ( 8 8.68 2954 106.71 26.68 357 1 2250 750 1 1.61 1.69 I SW 8 x 31 8 x -%W .1750 1 8 923 3139 117.67 29.42 357 4267 10.67 215 225 Y SW 8x38 8 x .6250/ .1750 1 8 11.18 38.04 140.79 3520 355 5334 1334 218 227 SW 8 x 45 8 x .7500) .1750 J 8 13.1< 44.70 162.26 40.56 3.51 64.03 16.00 221 227 i SW 8 x 58 8 x 1.0001 .1750 J 8 17.05 I 58.02 ; 200.48 50.12 I 3.43 85.34 2134 223 229 PIPE SECTIONS SECTION O.D. T AREA WTJFr. ! r (IN) (IN) (IN2) (LBS) (U1� ( (IN) NOTES: 1. Star pipe section properties are based on steel 42 0 5.8 4500 .125 1.718 564 4.114 1.547 P P � having a minimum yield strength o}56 ksi. 7 41 0 7.3 4500 .156 2.129 725 5.02E 1.S s6 2. Star C&Z section properties are based on steel 6ii 0 8.7 6.625 .125 2552 8.67 113.486 2.298 having a minimum yield strength of 55 ksi. 6e 0 10.8 6.625 .156 3.170 1078 16.594 2.281 3. $Iaf SWsection properties are based on steel S having a minimum yield strength of 50 ksi. 6.625 .188 3.801 12b9 19.108 2276 Q 0 12.9 4. Cold form section properties have been calculated G 0 15.0 6.625 214 4.407 14.98 22.633 2266 in accordance with 1966 AISI specifications. i 6 0 19.0 O.D. 6.625 280 5581 18.97 28.140 2250 s 6e 0 28.6 6.625 22:�L 40.490 22W s 8.625 72500 2.940 86 0 28.6 STAR BUILDING SYSTEMS STDSTRUCTURALS NO. SECTION PROPERTIES 6A-1 All U.S. PLANTS «,IFIFIENTCSSUEDATE 5-6-93 .1 a Properties of Section SECTION L THK R AREA WTJFT. Ix tx S1 Se fx (d x b) DEFL y Ixy (IN) ON) ON) ON) (LBS.) (IN') AN� (IN) (IN) (IN) (IN) (IN) (IN) Y� 85 x 2S Z 057 _ 769 .057 218 83 284 894 894 210 170 327 1.19 S9 ' 2.35 8S x 25 Z.064 .781 .064 218 94 3.18 10.02 1042 2.36 2.04 327 1.19 V Z.65 8S x2S 2.072 951 472 218 148 3.66 11 S3 1153 271 248 327 1 d 26 AS 322 X- -X 85 x 2S Z 480 965 480 218 120 447 12.78 1278 3.01 292 327 126 9i 358 a 6S x2S Z 488 978 088 218 1.32 4.47 1443 1443 330 3.30 327 127 145 395 Y 10 x275 Z 475 1.00 475 218 128 4.34 18.70 18.70 1 3.74 337 3M 134 1.15 4.71 10 x 2.75 Z.064 1.00 .064 218 1.43 4.86 20.86 20.86 4.17 3.66 3.82 1.34 128 525 10 x 2.75 Z.100 1.06 .100 218 1.71 5.80 24.66 24.86 497 4.97 3.62 1.36 1.57 6,M x CECTrO S 98fiySl ,... . F ....: Im Yb Properties of Section Y I SECTION L I THK R I AREA WTJFT.1~Ix Ix 1 Si i S� e I rx i r,, ro Cµ, 7-I 1 (d x b) j I j i DEFL - (IN) I (IN) � (IN) � (INz) (LES.) i (IN`) i (IN`) I (IN-) 1 (11,12) (IN) I (IN) 1 (IN) (INE) 8.5 x 3.25 C.075-- 1 750 .075- 1 .218 1.18 4.02 13.19 j 12.52 I 3.102.5J 334 7.16 1 415 2320 d X -X 8.5 x 3 25 C.092 1.00 + .092 216 1 1.49 5.06 16.53 I 16.53 ; 3.89 I 34j i 3.33 1.20 1 4.34 1 33.31 I9 x 425 C.1046 11 719 I 1046 1250 2.09 I 7.12 26.83 l 26.87 �-596 15 43 ' 3 SE i 167 1 551 1123.5 9.75 x 425 C.1345 t.)� 1345 250 2.77 1 9.44 , 41.00 41.00 b 41 832 3.84 y 1 65 5.59 1792 Y 1225 x 425 C 1345 1.729 .1345 , .250 I 3.11 10.58 70.14 70.14 I 1145 + 11.34 I 475 1 1.62 6.06 27S.4 �COLDai=ORM EAITB'STRU InSECTIONS > 7986'AISI Properties of Section SECTION L THK R AREA WTJFT. Ix 1, St Se �x fy to C- (d x b) DEFL (IN) (IN) (IN) ON) (LBS.) (IN) (IN 4) (IN) (IN) (IN) (IN) (IN) (IN6) d _ 85 x 325 ES.075 .750 .075 218 1.18 4.02 13.19 12.52 3.10 257 334 1.16 425 2320 ' R 85 x 325 ES.092 1.00 .092 218 1.49 5.06 16.53 1653 3.89 3.43 3.33 120 4.34 33.31 10 x 3.5 ES.084 1.391 .084 218 1.60 5.43 24.19 24.12 4.844.43 3.89 1.34 4.99 65.66 b * 10 x 325ES.084 1267 .064 218 153 521 22.87 22.87 4.57 432 3.86 123 4.78 5143 Monticello.Iowa Plant Only I _ I 1 3 7 L3 z 'a h 48 1 34 4e 48 34 48 48 3a 48 36 PANEL PROFILE ENGINEERING PROPERTIES OF STEEL DURARIB PANEL OUTSIDE IN INSIDE IN STEEL TOTAL COMPRESSION_ COMPRESSION GAGE ; THK THK FY WEIGHT I (IN.) (IN) (KSI) (p/FT-) Ix Sx I x S FD (IN.'11`7) (IN !/FT) (IN '/FT) 1 (IN I/FT) (KSI) E24 .6198 .0217 50 1.0522 I .04265 04928 .03808 04829 30 .0257 ( 0276 50 I 13425 I .04594 .05287 i .04538 I .05178 30 1. SECTION PROPERTIES HAVE BEEN CALCULATED IN ACCORDANCE WITH CURRENT AISI SPECIFICATIONS 2 MINIMUM YIELD STRENGTH OF STEEL IS 50 KSI 3 STEEL THICKNESS'.WAS USED IN DETERMINING SECTION PROPERTIES TOTAL THICKNESS INCLUDES G-90 ZINC COATING ALLOWABLE LOAD(PSF)FOR NOMINAL GIRT SPACING GAGE SPAN LOAD GIRT SPACING CONDITION CONDITION - - 5%0 6'-0 7'-0 PRESSURE 52.57 3650 26.82 SIMPLE 59.65 _34_5221.74 SUCTION 5151 35 77 2628 5326 3082 19.41 PRESSURE 51.51 35 77 26.28 26 2-SPAN - 143.68 8315 52.36 SUCTION 5257 3650 26.82 12829 74 2: _ 4675 PRESSURE 64.39 44.71 32.85 3-SPAN 1 112.56 6514 41.02 SUCTION 65.71 4563 33.52 10050 5816 36.62 PRESSURE 56'43 39.19 28.79 SIMPLE 64.19 3715 23.39 SUCTION 55.25 3837 28.19 63.49 36.74 23.14 PRESSURE 5525 38.37 28.19 24 2-SPAN 154.63 89.48 56.35 SUCTION 56143 39,19 28.79 152.95 88.51 55.74 PRESSURE 69-07 47.96 3524 3-SPAN 121.13 70.10 44.15 SUCTION 70.5348'98 35.99 119.82 6934 43.66 ALLOWABLE LOAD(PSF)FOR STANDARD GIRT SPACING LOAD SAVE HEIGHTS GAGE CONDITION 10'-0 T7.0 14'-0 16'-0 20'-0 24'-0 PRESSURE 30.35 32.05 27.97 31.36 33.87 3283 26 40.47 34.69 39.11 3529 33.29 34A6 SU�� 30.98 3271 28.55 32.00 34.57 3351 32.39 30.97 34.92 31.51 29.72 30.41 PRESSURE 32.56 34-38 30.01 33.64 36.34 3522 24 39.04 37.33 42.09 37.98 35.82 3656 SUCTION 33.25 35.11 30.64 3435 37.11 35.97 Q�OfESsio 38.61 36.92 41.63 37.57 35.43 36.25 �o �� W LACK SAE � TATIGw 1. TOP VALUES ARE BASED ON BENDING 1/3 WIND LOAD INCREASE IS INCLUDED 2. BOTTOM VALUES ARE BASED ON DEFLECTION OF L/90 ye 7106 3. STANDARD FASTENER PULLOVER VALUE IS 271 LBS,PER FASTENER INCLUDING A 1/3 INCREASE FOR WIND �ktaAo+� �./ STAR MANUFACTURINGvwcE No. A. DURARIB 6A-10 OKLAHOMA CITY,OKLAHOMA WALL PANEL PROPERTIES CURRENT ISSUE DATE eulLo.NGs 3-31-85 d r -� 1 - 7 1 1 1 3z 4 48 34 1 48 1 48 34 48 I 48 3a 48 36 PANEL PROFILE ............................. EI•IGINEEfiNGPER3fES:OP STEEL DIIRARIB PANEL OUTSIDE IN INSIDE IN STEEL TOTAL COMPRESSION COMPRESSION GAGE THK. THK. FY WEIGHT Ix Sx Ix Sx Fb (IN.) (IN.) (KSI) (a/FT2) (IN.4/FT.) (IN.3/FT.) (IN.4/FT.) (IN.3/FT.) (KSI) 26 .0198 .0217 80 1.0522 M 1 .0373 .0302 .0376 48 24 ,0257 .0276 80 1.3425 ,0459 .0511 .0431 .0506 48 1.SECTION PROPERTIES HAVE BEEN CALCULATED IN ACCORDANCE WITH CURRENT AISI SPECIFICATIONS. 2 MINIMUM YIELD STRENGTH OF STEEL IS 80 KSI. 3."STEEL THICKNESS',WAS USED IN DETERMINING SECTION PROPERTIES.TOTAL THICKNESS INCLUDES G-90 ZINC OR•GALVALUME"COATING. ALLOWABLE LOAD(PSF)FOR NOMINAL°PURLIN SPACING PURLIN SPACING SPAN LOAD GAGE CONDITION CONDITION 3-0 4'-0 5'-0 6'-0 GRAVITY 13252 74.60 47.74 33.16 SIMPLE 111.04 46.84 23.98" 13.88 UPLIFT 177.81 10027 64.17 44.56 97.78 41.25 21.12 12.22 GRAVITY 1m•69 75.20 48.13 33.42 2-SPAN 257.48 112.84 57.78 33.44 UPLIFT 176.93 _ 99.47 63.65 44.21 26 235.51 99.35 50.87 29.44 GRAVITY 167.11 94.00 60.16 41.78 3,SPAN 209.54 88.40 45.26 26.19 UPLIFT 0.04 ,' 125.33 79.57 5526 184.49 77.83 39.85 '' 23.06 GRAVITY 156.03 87.77 56.17 39.01 *SPAN 712.43 93.84 48.05 27.80 UPLIFT 206.36 116.09 74.30` 51.60 195.85 82.62 4230 24.48 GRAVITY 181.910220 65.41 45.42 SIMPLE 148.59 62.69 32.10 18.57 UPLIFT 239.88 134.93 K36 59.97 13953 58.86 30.14 17.44 GRAVITY 179,91 10120 84,71 44.98 2-SPAN 357•94 151.01 77.31 44.74 UPLIFT 24225 13627 8721 60.56 336.10 141.79 7260 42.01 24 224.89 126.50 80.96 5622 GRAVITY 280.40 118.30 60:57` 35.05 3 SPAN 302.81 170.33 109.01 75.70 UPLIFT 263.30 111.08 56.87 32.91 GRAVITY 209.98 118.11 7559 52.49 4-SPAN 297.66 125.58 6429 37.21 UPLIFT 282.74 159.04 101.79 70.68 279.50 117.91 6037 34.94 JACK KKE 1. TOP VALUES ARE BASED ON STRESS.UPLIFT VALUES INCLUDE 113 INCREASE FOR WIND. TAYLOK w 2 BOTTOM VALUES ARE BASED ON DEFLECTION OF L/180. 7106 3. STANDARD FASTENER PULLOVER VALUE IS 336 LBS.PER FASTENER. �kuRo+� PAGE NO. STAR MANUFACTURING/CO. DURARIB 6A-20 OKLAHOMA CITY,OKLAHOMA ROOF PANEL PROPERTIES CURRENT ISWE GATE BUiLO1NGS 3-31-85 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR APPROVAL OF CONSTRUCTION ONLY DATE HS. REF. NO. Z o 0 APPROVED t v The wafer supply and sewage disposal <' ALBERTSON'S LANE systems for this residence " conform '8 N to the standords of The Suffolk County Department of Health Services. CA 01 �v T \\\ < �°jl © � � � by E b � � .P d1b �4 � ko 5V CY) 00 44 0 All, Q`00 �• `moo �,� °°�lr " �� .� �a �c OIr0 `\ c'pb- // \ / N yCV 0x ti� A� 0�. my 4q- h\° U o� SURVEY FOR / CSC A CQUISI TION - NEIN YORK, INC. AT GREENPORT / TOWN OF SOUTHOLD SUFFOLK COUNTY N Y. / 1000 - 52 - 05 - P/© 594 , �Scale: 1 = 60 12, 1993 Dec. 28, 1993 (additional information) 0� �\ Dec. 13, 1994 (additions) CV N 5 ; ONMOL 3' ,. pais 5661 Z d33 ? o.h4 i • 0 6y AREA = 4.5131 Acres a h CSC CERTIFIED ACQUISITION - NEW YORK, INC. TITAN ABSTRACT SERVICE CORP. TA 9509 - S ` FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK 01r 44. ,rAD Sti, eI 0`00 P :�'r .METZ, �� ! VN � Q v FIRM ZONE ZINE: FROM PARI--L 3008/3 No. 710 Pre are in accordance with the minimum 0. a96 . LIC. NO. 496/8 e LOT NUMBERS ARE REFERENCED TO "SET OFF MAP standards for title surveys as established ` FOR ANDREW CASSIDY 8 SONS' FILED IN THE OFFICE by the L./.A.L.S and approved and adopted PECONICUR ORS, P.C. OF THE SOUTHOLD TOWN CLERK. for such use by The New York State Land (516) 765 - 5020 CONTOUR LINES AND• ELEVA TIONS ARE:REFERENCED TO Title Association. MAIN BOX 909 THE FIVE EASTERN TOWNS TOPOGRAPHIC MAP MROAD SOUTHOLD, N.Y. 11971 i 93 - 228 / SUFFOLKCCOSERVICES FOR APPROVALF CONSTRUCTION DATE _ . REF. NO. APPROVED � v a dis osa, ��. ALBERTSOMS LANE sewage � The water supply and g p systems for this residence W171 conform 0 0 to the standards of The Suffolk County t� Department of Health Services. c� o No. O Q A 0 20 .a J 4J b k u' �• t a c -moo �, rij o '4b x c c he yr� v ave• �� , o a �, b ' o Q Q N �` c O 46 N '- d 'oa, i A / W ` c N A. \ v Vit" , - N dor 0 \A., �© ti ,VC3 y SURVEY FOR / CSC A CQUISITION - 11fE YORK, INC. A T GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. JA •.� �Q 1000 - 52 - 05 - P/0 59.4 Scale: 1" - �� CT �'Q°enh�� July 12, 1993 Dec. 28, 1993 (additional information) Dec. 13, 1994 (addilions) \ Jan. 30,1996 (foundation) ti v 3' hp 3 u ��. AREA = 4.5131 Acres �°`°• -' FEB 1�a .k' W6 R CERTIFIED TOy pF E� O CSC AC©UISITION - NEW YORK, INC. SOFT , • TITAN ABSTRACT SERVICE CORP. ,_, P TA 9509 - S ` Q FIRST AMERICAN TITLE INSURANCE COMPANY A OF NEW YORK ✓ Ga r �• V10g V 0' 0 S. by `✓r —� '2* t, MErz� FIRM zoNE Llmc- rzeoM PANEL 3&o813 IVO. 76, Prepared in accordance with the minimum S. LIC. NO. 49618 e LOT NUMBERS ARE REFERENCED TO "SET OFF MAP standards for title surveys as established CASS " IN THE OFFICE by the L.I.A.L.S. and approved and adopted FOR ANDREW CABSIDY p C , P.C. & SONSFILED for such use by The New York State Land (5I OF THE SEW TOWN CLERK. Title Association. P. O• `A ` CONTOUR LINES AND ELEVATIONS ARE.REFERENCED TO MANY THE FIVE EASTERN TOWNS TOPOGRAPHIC MAP SOUTHOLD, N.Y. 11971 93 - 228 e SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR APPROVAL OF CONSTRUCTION ONLY DATE ___HS. REF. NO. Z o 0 APPROVED r v The water supply and sewage disposal t''F ALBERTSON'S LANE for this residence will conform 'Aon, to the standards of The Suffolk Counly Department of Health Services. M) a•� 4fid` 00 v y(14b e F N%\ P43 4 . •r� v 6 bah � � l tL , ,,' r VNE 04 00 R d C9 ,� � I Q„ 0 �,� � �' 0 x . ti0 - p ' d� � V 1p SURVEY FOR F / CSC A COUISITION - NEW YORK INC AT GREEENPORT . 4() TOWN t/N OF ,SOUTHOL D fl SUFFOLK COUNTY, NY �JA ` / , 1004 - 52 -,05 - PTO 59.4 ' Scale: 1" - 60' - `A `'. � J' .ply 12, 1993 Dec. 28 1W3 (adddonal information) J Dec. 13, 1994 (addlllons) Jon. 30,1996 (foundalion) g Aug. 27, 1996 (foundation) (; 1 ; ti Q� UlOH1f1OS d0 NM01 1d30'JCI-19 3• 96616 JO JA 00 1 i �ar I 1111-J, , 0 AREA = 4.5131 Acres o 1CER TIFIE0 TOO • CSC ACQUISITION - NEW YORK, INC. TITAN ABSTRACT SERVICE CORP. �. TA 9509 - S FIRST AMERICAN TITLE INSURANCE COMPANY V r OF NEW YORK r4. XAO1Z 0 S U FIRM ZoAVE LINE:' r-A'OM PAA/O/- .310 a 8/,3 No 76, Prepared in accordance with the minimum Y.S. LIC NO. 49618 e LOT NUMBERS ARE REFERENCED TO "SET OFF MAP standards for lifts surveys as established FOR ANDREW CASSIDY & SONS" FILED IN THE OFFICE by the L.I.A.L.S. and approved and adopted OF THE SOUTHOLD TOWN CLERK. for such use by The NewYork State Land (516 l•A� CONTOUR LINES ANDS ELEVATIONS ARE-REFERENCED TO Title Association. P. O, 909 THE FIVE EASTERN TOWNS' TOPOGRAPHIC MAP MAIN' ROAD SOUTHOLD, N.Y. 11971 93 - 228 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY ONES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11101 tel. 651.12"7.2505 fax. 65112-7.0144 AL$f-':fRT50 I admin®youngengineering.com �J I V' LANE oliq 0 yollq '0.� Howard W. Young, Land Surveyor N 9o Thomas C. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer \ 'bC'SQ o,•�. Robert 0. Tast, Architect l c-. SITE DATA TOTAL AREA = 3.9681-T AGRE5 OR 12,885 SQ. FT. / •0 SUBJECT PARCEL IS PART OF LOT I — SUBDIVISION MAP — / N p "ANDREW CASSIDY 4 5ON5" FILED IN THE OFFICE OF THE CLERK 9- OF SUFFOLK COUNTY ON OCT. 26, Iga4 AS MAP NO. 41588. S jos �i ^r ry op ry ZONING USE DISTRICT = (LI) LIGHT INDUSTRIAL '0 O ♦� / °ry /l j' 'Www r ry 0� P110 i yap0 OZ ry -rSDID y � U° (00� 12.01 om\a JOa ° ° / ti . J � %o, N(b4°4O'2a"w `u}' , �Ra• ;' ;' Nr ram ,Fq 21.33' 514002'50"E N ryD�' 15.68' i 46 ry / '0 / 3 i ° - Q' ' rye/ ry% ryb -4 �• ry 562044'16"N j' i i m_ 441„ Lot I i� S`a�� 14� 51-1052'15"W IV SURVEYOR'S CERTIFICATION r j WE HEREBY CERTIFY TO C S C AC Q U I S ITI 0 N - NY, I N C. / THAT THI5 SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW r i � YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ry y O r � Co / b / j R=4 Lq0' -kj 44 7p, Qi 0 o` �0 ` HOWARD W. YOUNG, N.Y.S. L.S. NO. 45885 ° i j Nr Ya 0 // j / N SURVEY FOR a o o _w // �� 050 ACOUISITION - NY, INC. y-) cn� �0 !%/ ji` / ' ' �' at Greenport, Town of Southold �� p /! , �0. �g / Suffolk County, New Yor N � . � �, ,/ ��I�1 , ' � 201 . . .' ; CERTIFIED SURVEY / o. �` -. County Tax Map District 1000 Section 52 Block 05 Lot 5a.5 FIELD SURVEY COMPLETED FEB. II, 2014 o MAP PREPARED FEB. 21, 2014 0. p /' Record of Revisions RECORD OF REVISIONS DATE / YO / N ' ' O 60 O 50 60 120 180 o ' m / / Scale: I" = 60' JOB NO. 2014-0025 o DWG. 2014_0023_c9 OF I J a O = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET A= STAKE FOUND $ FFOLK COUNTY DEPARTMENT OF HEALTH SERYK16 Ccd-Lv H.D. Ref. No. - M �0�� ' S L 4QE I Based on the information submitted, it has been 719t-17APR' �� Jdeterminedthat this project does not require -a ditional sewage disposal or water supply facilities, d20Imo► 11DateA. ., L PSE R_ C>K.1 L��'�I E � SOtfTriOK OLD \ N I IJ/c�/F 7nr^ES f'IELf�05� C rrl� \ rJ, p i til 7 �. yy r` \ 7 t. 43 \ `� / SEPx-17 P L A 1� T T Y F�E n r ' PT - THJ3A OGC.� iiENfALI`7 - WNI r4 C.E.V:,[: -E��i�Si�f`` 4 5'lJTin La O/ rU ( J-N - 7Ur JJGE� u`_ G,P HET z i -T,.-% iF'E.R .7•T •- .7uNIPE(Cl1S TAr iiiZi JC.OFPLIA. Tt� r'I� J-LJtJ PLW_ I° -- �+4 ' J Di.RTYWELL CAl_CUL.A-nON5: fi ��7I ) /� �i i I l�I L% I C :...�L/ V l j / r r�! �. / \d'� I �y C { CONG.(WALK)AREA: 368 Sa.PT. BUILDING AREA= 1156 5Q,FT. G.O r-I��r�J i:�l.� GL/�i�l L I Ci1'�I.,+-1 - �.�`' .p � , � ,, r \, � {_ • -.l TOrAL"PERVIOUS AREA,1524 SQ.FT. Av �G>%vIyAI-r,.�' G:./-1':�i r'.r.�•r':7�-{ ,N / 0' � �' _ r / \ i Go aiG VOLUME BASED UPON T RAINFALL a 1524+( 166=252.98 GU.FT. \` \ GRAVEL SURFACED AREA.2905 SQ.FT. r VOLUME BASED UPON 7 RAINFALL=2905 X,166 X 6:289.33 z GU.FT. / Ij .1 I F'LU'•_i� "-+T is k. � 1 1 ��:�.:-rr :^� L�r.A'f�J I N l�(�J U N!.:/\rtl�Ya< I-'1.4•N/�ri�-J? z�7r-I F I o� �/ � 'r; - , ,. -To - G. r..► r�• � _ e T 2 IFS A D LANDSCAPED AREA=4064.5Q.FtT. 10PvGr SD �S----f '- TN� 1=•4C.1 LL,-TT 1Lj UH I''1 a NNE - ► -vl';�JAI - Jlf� �N7 ! \ r \ VOLUME BASED UPON T RAI F G.4G'`!.!� '1'`✓ Swl'(l�Itil4li S'(ATI -- - ---�--- ��Z� PRGl��oSED On1E -SToR�.�1 � c oIFLNJ I- V_ \_roop 2o23e � � \ 1f" • roTAL N ALL=dQy4 x lBy x.�_ DRYWELL CAPACITY REQUIRED'289.33 cU FT�1ao2se cu_Fr. Q744.69 CU.Fr. \a tuFTTOTAL.CAPACITY PROVIDED DRY\VELL 1-(2)3 FEET HIGH X 8 FEET OLAMETER,CAPAGITY11F: ; hw ' / / 2s3a cu.Fr. VM • DRYW ELL 2e(3)3 FEET HIGH X 10 FEET DIAMETE GAP1 LAMN now- 1 � 615.45 CU.FT. R AGrrr' p TOTAL GAPAClTY r 253 3 a 9515.45.806.7!3 GU.FT. / Pfa r ti x -15 �I \ &xI L07- (D �.I F t- --. _ �:2 __ I - �.r J f -- ---- SLe EKJLal c��r, I ;,�� j / .�' cr` '' \ J �l LOCATION" MAP -..1JT c / (JLar�� \ '+ L ST-I �/e:�..f_"A..TI'Y,�J To IZ�r'1,'i1. 1 1.' l l' ,J _✓,_ -� �t r ' _ GENEKAL Nri�LL 2 AP r c` �. � I' A 6U I. ELI=VwyT10N5 ARE IN THE u.$.G• �G VERTILAL pATUM• `1 �2. NEW YOP.Y, STATE'S INDVSTRIAL GODS 59 P.EQUIP,ES THAT �� i :�� ' ' `= - - ` ® / ��r ; PRvPoS �-�__ U + o 41Zrs.nll� 21VEti1r f r z x o' cv 2 S THE 'UNDEP..{�RDUKD PROTECTIVE OR.00/tNIZ1trCION EF_ GALLJ:D � �, ,' / •J �FLo4 7C, u.i '-'„ ^`r� '' \ AT LEAST TWO WORKIN6 DAY5 BEFORE LaMMENCING V rV . �� > �.�1 ? DI(,(,ING, PRILLIN(,1 PJI^ASTIN(� C/RIYIN6 PIPf.S DP. POSTS �/ <' �$ PHONE ii vol-6,:=067 ~•• " r ►' / \ `` -3 ALL �., N.-6,L- 1,r M+ k, - TVA . r.. A '. A N^..: /Fi T K; 'C.'I�SrKULTUkE*j 5�ALL G'NFUR"i TG 5 - ANDA RP5, i%E i AILSL `PE:IPIGATIO*iS Oi' THE TOWN OF ISLIV DEPARTMtNT (/�5 t �� •�. _r► r C 1t w T ✓ /� Y r .. ( R yaI: t7i! ' / OF GLANNING AND THE NEW YORE. $TATE DEPARTMENr �u � ' --- - ' OF TRAN5POP,TATION. .O,' ! u { ' �/ ''• v x.,,� i ' PQIVEwnv 'v1 ,�, w S P''• 4', LDLATION.f! GRADES FOR GUR65 ON a� r r' 1 \\ `l C�• �, � ti -L � �� ti A ! — �J'�I`aT'IIIIc,. �J aTL.I2A I �'� ....E7 , Or`1 tO RE1"LAI� �7-1 }� r q TO BE VERIFIED WITH THE STATE OP NEW YDRK c� � ! I , / r VEPAKTMENT OF TRANSPORTATION PRIOR TO GON57RUCTION, T / - r WSJ r'"' ,1S ARCHITECTS ! / 755 New% (IvenueN l luntlr on, fJY�1743 / l - (516)351.1994 f1AQItTECTUIIE INTERICNIS PUINNING these Ions or• on instrument srr APPROVED BY �� 5 aE Rc HIfi vf- ''HE P D A ,:,_. /, / /Q \9 of service and ore Ihr properly h/f Of lilt orchllecl. Infringements �5 Fp / / V, 0 0 will be prosecuted N,SEIFFR t ti/' T I`lG BOARD �' (n 'V / Contractor eholl verify o11 field Z` r� ✓ �• # - \ I\ condiliont and dimensions and O / / 'Y r� �`- be responsible for field fit and PLANNING IG Li( quantity of war{. No ollowonccs rilti TOWN OF SOUTHOLp / / ? r1 * _ y; ( rr 1 / � �f shop be mode in GehaU of the / \� / r Conlroclor lot any error or ne- ' glecl on his port.' !, 'L OF NEW n�^ (n)1 � W lv (�; !, L1 r1r T-F ALL E� i5Ti14«. 11.1FO�11L+.jIOnl r - y - - a L L''O ti-.I L~ 5`� � ��rY P fZ K(�A f`T D (5 Y ��yy t p '• G' F F' ^ - - - - 1 - T HEA Tha A-9�1 + 51 r1t7ti] �NEv_Ji Y��1- rlt. HJPa.IZL / 1 * r Nr WHEREAS the Southold Town Planning Board granted final approval to ��" ! � �j BUILDING the Cablevision Systems Corp. site plan on May 1, 1995 subject to the / 'I�t r_ S' satisfaction of the following condition; and ' I// - 1 // vFF'�uK C��r-ITY' N (, UEr • i3, I°thy �w WHEREAS the applicant has received New York State Department of }.• J ! , Transportation approval for a curb cut. ,•' �;.\ ,- a � � � ,�, ! � !cT. .i. �,513� - rGiry/�jo��,F E m,s WHEREAS theapplicant agrees not to start construction until a curb cut , \ ` ~F permit is obtained; and / y��p .�+ i. WHEREAS the applicant is aware of the terms of this approval and �f �y is signature below; be it therefore �� r ��lrr0� 1,1 endorsement by h g / RESOLVED that the Planning Board authorizes its Chairman to sign the � / � / rj 1J l_ T r J # site plan dated as last revised April 12, 1995. ,� DRAWING TI fl E � rt000w�it+�US� rro' ��.�. Date / FLAr� Applicant . _15 � � �, ��{�/l � :� /' ..G:,� •��l� �J+'.T I rJ��''1:e:� I<i -•�j I vJ.1: a DRAWN BY _J �� DRAWING NO. CHECKED OY / D v P_ I 7f- P( n 1 `7� 0 tt i4.1 :�.c _ �KD�.�•.�,_E: wirFJ P_J � `.'� TE r [. .o 4Oob P51 CO►.JCRt_'T14 � C- L-t.TIc� vfWF(9�(p -W �•� x I/J -z' ( "-Cr" 10 GA W W.t-1. AVAUIVy- wupis v Y -r-z q Pn nEMtr4-- __ _-- 1 _—__ _ Urtl• �-r I i ��: \ � / ':_•� C''F�Ot`-EN G.~NG��. �pt-1PGs,GTEDIL F'OLJ�iF_p C.Ot.�GFZETk . .�----� _— � / t�f.-AGJ�• f"'Vfr 4'rii--_ f�/'�i�/� � 5r-� �.. �. [ �,' :=�. ', T _ �•I I�t•:C �3'12rs1. IFt JJ ;\ .�.�-._ • I •,,,... = j1•!-�_- T�JIETE!?•,u,c{ t�,�-pT•'FsldF(� c '� 3T1�fad-10 Ca-.ig@D "IRA Icy �n� T 4ec- cy- I'Lls O.U. 70Pi l� 3"1�I�I.V "fP`fa✓� '3 r/2'r Com'_ \ FLIIC' le, Int. r W aDD"D�tt f("Sl Q:x v e -c:7" M rTS � �+ K- ►r'� 'TPsZ'-Zi�L" Get .�Md CY ra►O .!r� Z I.JIR t-16-5w-16-5wP 77�.`\ti!�;��• '�t �T7W-i i�l�ll "�.- '/.' < sMle1 CiAl.14Cs"s r --' I-r•l11 �1 I.XY. ` __ - ESL.A K I IBJ Y L C 04-,T I— b i P11u C10. Ft7ST� (10'-t�� p.G. MAIC SUFJG-fLaVE- ,' \', 13 --- � = % •._.�• —:WDdiS r�• l• � � �. � •) � I �� t� • �• ewe CF= TP0• f ��; - Fg, o � , �\�- I'►��t?6P-ED P�'•c�K•.pf;,l., �. _ ;�. A-s speG•iriE ca(tNMarFL6) / yAo, •�- d e'�6 er sN" P1.`+tl"Afop D a P 7 4- ' • p-MIN, ('�(.1 ETg gypp,GrCt" oto Pmr;, S gd °EGfl�IC3aJ, POT P'ooT1►.�4-10` lµ �T SzC 'tI�EE PlA gnloTi1aL G �T'ee, caN pGol-' T-47 Z2n81 wP� i:. F /H IX. i� �+-•" ..'Tl f-;�1>_�l!JZ�;z �%j�1r::R'i"d U'c•� , 11-CY' D(A, z ■ -rC'`L'U '2APGi(, 6EAkly4 C" N." ' `�LAfS ,^•� ?4' DSA. 2`C -------- - ---�;� - i r_-t-4 IN 6 I fl � ,.,-C• ' CIA, ----- -- - Z Ll � 12'95 u.�+r>5•,4;v S� SG I+O E-�GA�T SToRr-t ��o.IN T R 1 N N -U rile RRCHITECTS 755 New% Avenuek HunilrociNl, NY 1174 3 (516)3511949 RRCI NTKTURE 11•flHllOflS PWNNING � 7 w AA Ilrese pluns are on aistrumenl Of servica and are (tie property of the orchilecl Inlrrngemenls T will he prosecuted C>`5 N SEIp�cR PC, Conlroclor sholl verity oil field T conditions and dimensions and be reeponsiblt for field fil and quonhly of wore. 110 (Illowonces �•; NL) sholl Ge mode in Geholl of the * r -y conlroclor for any error or ne- glect on his poll. T GENERAL NOTES 0FNt� 1. ALL WORK 15 TO CONFORM TO THE LATEST PROPOSED NEW FIB R OPTIC PLANNING BOARD STANDARDS AND HEAD END BUILDING SPECIFICATIONS FOR 2 THE CONTRACTOR 15 TO NOTIFY THE TOWN ENGINEERING DEPARTMENT 24 HRS. IN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVIC55 CAB L E V I S I O ADVANCE OF THE COMMENCEMENT OF ANY OFF Ca�\ e�e,��lticr H.D. Rif. No.Ll � SYSTEMS CORP . I SITE PAVING, DRAINAGE OR CURB WORK Based on the information submitted, it has been 3. ALL ELEVATIONS ARE ON THE U50 �E 05 DATUM. determined that this project does not require MAIN RDG R E E N P O R T N Y. 4 THE CONTRACTOR MUST NOTIFY THE TOWN gdditional sewage disposal,er water supply facilities. ENGINNEERING DEPARTMENT 24 HRS. IN I UP 1 cc.cT_� �C .e�✓ DRAW114G TI TLE ADVANGE OF COMMENCEMENT OF ANY p,,,,. ©N SITE PAVING, DRAINAGE, OR CURB WORK 5. ALL LANDSCAPE AREAS ARE TO HAVE S ITE DETAILS T � AILS UNDERGROUND SPRINKLER .SYSTEMS IN ACCORDANCE WITH TOWN STANDARDS, NOTES E3. ALL CONCRETE IS TO BE A MINIMUM OF 4,000 PSI. 9 28 DAYS STRENGTH. DRAWN BY A1.IDREW DNAWING NO. CHECKED BY .T.5, fi Aj- , u.i t . i I Y 1 2 4 i R,oaF11JCa - E3� I�E COLCGk. 1,7717 nik � I I -T -+11J C, L V'T y(y) Ll 1) dal 7F t•-aD,l 1_c rn.I.;:.�r E R.- A til L P-,F I(ET E E.,L 0 F2- Sw ITGIi L4 rJ I I L I L-JEST ELEVATIC)Q I 3` I -- -- — ] Z - -r - -- I I r'IETAL. '5 A,r l I =--- --- — Ro O F 11•.!Ca - I� I G C C rJ L O R I I � _ E71 ' . f — — 2c'� G.),LIGE ST EEL I. � I ,u.• .; � II F�r�EL - F�EI('�F_ �Ot_02 ' R:c,,.'.,,•.c�i�"+�i�nMl�17f.}�,s.�<„e•�+',wM' ,( i• ` u' � I I ._ ...-.. II I �._ __-.. _ , _— _— -__•_-' ___ (- .-1 l Y.'?•1 SLI_ wl I I �t� 1 WSJS WHITECTS — — -- -- --- -- -- — --- ---- -- — -- -- I I 755 New Ibl t nvenuiN I luniington,NY 111-'�3 (5167351-1944 P.,.1 D RT�-! 5 O U T N E I- E�/A-T 1 O X !S _ e. I% _, Ma nTECME INTEMOnS PLfl ING 19 GRcm 7 Y." ihpye n} alp ,un, ins4un,enl .A of service and are the property NIRS) ARCH,.. TW of the architect. Infringements am" FC wit! be proseculed S 'IF�c l 70/100/150 Contractor sholl verify All field c nnR� I�L ondilioe and dirneeionf and t HIGH PRESSURE be rtspo'naiblE lar field fit qnd 6` quantity of worts: Ilo allowances � P }boll be mode in l7el+oll of Ili. SODIUM I ''' cor,Iroclor lop, any error or no-- - 40 9Gc:n, r lE Tp+L S ZpyM geed on .his pnrl. (2o0FIt�.1L. - 6I- L> °• 710 �nE" y0 AQh O LN T19 21fill 21 M PROPOSED NEW FIB OP�TI-C HEAD END-6 BUIL ING 8 to 25 Ft.Mounting r V R .I --–—– - Lumens Initial L 6,300/9,5ilial00/1ti,000 PAh1 F L - k1 F I(a E 'C>LGR Limp 2/•000 Hrs. O , I > SYSTEMS CORY0, I - --- — •MAIN RD. 'OREENPORTo N. Y. . LAMP I So..,,N,w1 TWP 1505 D F2 AW I N G TITLE twM1 mleu,w« ,- 15proolcer+nLegnMnn.nMS ' — --- ---'--•- — I ------ ---- ------- -Q FLOOR PLAN 2 — °OWNYMIIn_ IUME r� '_N ��'S ELEVATIONS ° 2 - °5 _ — -- 1 f — — — — --� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVIC&6 a L—_ _ � H.D. Rif. No.L/o-`1�-D g — c dthe information on submidit has been submitted,DA1 Base DRAWN 6Y A►�otzw DRAWING N0. ° °' .,,CE„,,,,,,,Snr„n,,•,,Mnl,Elo",s determined that this project does not require { rw.,ma w.an cn..rc,u••r+pro. 0, EAST ELEVAT IOQ �! pp Y CHECKED BY ?• 5- .,,,�,,M,.�..M,M.T�,,,•.' ' �' additional sewage dispos or water su I facilities. I Pn .177 ° 1 J ON ' I 6. 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L� � � . r.s«,rr..r+ .n�.j orad —+ t "nl I F ~} M 1w,^ Err' jl, [�"" L. ".tj'�tt 1.J ,". - - i f _ - { ate;-.�. -�i:�1 - -Z, ..�!,_I^- -_f'-_ -a'�: . . . - r. , _,:ti "" "�rll,,,. � 'o., , I I I I I L . I I - .1 - , �l - ._. C yl RiK' ,2 S I rt Y _ { P ! s t 1 ! J Jif r � ....,r.♦,.�,.. i _ y(� i Y �'T .i—.. M •Y 11 _ _ n t r, r a 8 - G� G F t "1 ., i"_ n . s I C _ _ hX. » ,� , ' V w - . - Y 11, _ ..... ,. .- J S sr'�`,, st SS 1. � .;e, .. ._-.t _ -..._.. _ , e., .rte,.....,..•.._-. - .,... .._ .,... .. .........._ _,_,. .,..,...._._,_._.. ......�.�..,. .. _ -ti,...._... -_...__� .__.. - ._,. .- ..__ ._ - ...�. ., ....,...,,.-,.,,..,-_ ,..._, ,. ...�..__,,..«. .,.,--.., .. . w ., tri r, .. y! lYP T,'• h[I {+T �y - - JIY ' . • YY Y P ;Al,f. ,� Y A!R Cp IplTli tl iG iU'C W, ... -,_..,_ ._.� .._ _ w r.rr. _._,.� -- _ . _ - ._. __- _ . _-- - . . .. BUILDING NOTIFICATION '- �?� �.? }r -r � :. " � I I i � I � x, •f..n;:.'i , C(�N'I? rC'I'S ASE FtA'`FI AT 7 AMP. , ].2t? VAC,�`Z$ VDC', 11, ALL REDUCTIONS IN I�-IPE SIZE MUST BE MADE BY U9NG RIaDUCTNG FIT�"INGS, REDUCERS OR SWAGED NI£?PEES . _ _ . _ _ _ _ _ _ -`-,'-'= -- - - _ _ _ - _., y : _.� - c - t.. r.. � .,. L c"F ', '. TO INSTRUCTION MANUAL BEF'ORB •�i4�TALLING INITIATORS_ REDUCING BUSHINGS ARE NOT PERMITTED. _ - - - - ' `.:A 24 �I)C LAMP ACROSS TERMxl�' I ANT} 2 OF EACH ZOA1E USED FOR FUNCTIONAL CHECK OF I2 . S�E DWG. 30-17 3 FOR DESCRIPTION OF COMP0NENTS, INSTALLATIQNS AND PROCEDURE FOR INSTAL1YAT a,��I _ _ _ _ _ . _ - - :r_' '_ _ - ' '_ w ' ��:' }.� " Ei n I � f ;:t. �F � '�;: �1 ,, r �.`' FQRE CON"CTING THE INITI AVOlk" CIRCUITS _. M — __ CHECKOUT ' CUITS 'ARE 'SUPE * IS'D Atib" Mtj'S'� BE CbNNECTED AS SHOWN. 13 . WAfdNING-POWERING OF THE SYSTEM BY UNQUALIFIED PERSQNNEL WILL VOID ALL £�I�ASE.� f�F TFjE: WAf�FZAi�i`f 7' . � .. � - _ _ _-_ --c, ! s : - - G ".- , y t �B J.THAT j.:�,,� i .+�F' -1 - _ - ," p Y "h 4- ' t,ll� �'"� ^}' ' ; �' fix. PE INC, 'IN TH) PROT8,6fiiD -EN11CLOSURE MUST BE CLOSED OR CLOSE UPON SYSTEM ACTUATION. 14 DEPRESSION OF THE ALARM TEST SWITCH ACTIVATES ALL ALARM AND EQUIPMENT INTERI,OC,K DE'JTCES CONN�t"1'I-1 �_.,,_,_ . t � ;_ -, + � ; gr, , " <=h "',.' ! ` yy� , {y ICES y��Y .'BE'„ LECTkICALLY ,C(}NNFCTED THROUGH EITHER THE FIRE ALARM CONTACTS . THROUGH THE FIRE ALARM CONTACTS AND ACTIVATES TIE ALARM RELAY TO SOUND THE GENERAL ALARM BELL Ia:°,:' _., -�" "�=- j �_ _': °:�,�:k; tV4 " t° ,�, cj. �r-. sNF �7� , .1G, it . .. z'��. k " X41 1�kT, ,' V�.EtG DICES• AND CRITIC: A' E U PMENT MST 1.BE SHUT DOWN THROUGH THE EQUIPMENT CONTACTS ° DOES NOT INITIATE AGENT DISCHARGE Q r ti1. °. IgCvI;A,'II;NG. Qi3ZY 7"ZiR�3U 1.'THE ENCLOSURE PROTECTED BY THE PARTICULAR SYSTEM AND 15 . ALL DETECTS OR, INITIATOR AND MANUAL PULL STATIC)N .CtRC;UI'IRY FOR EACH ZONE MUST BI S€I I FI.,I)z (; "': .?i , , ,VNIV ALL OTHER WIRING. :. ,.,,r .,ax' . MAI g I! F ,.:pll I,�TG..: ,AND-FIT`.�IbIW MC�'ST $E 'RATED FOS SCHEDULE 40 MINIMUM, DO 1�0'��USE ORDINARY I( . ADIJ► 0 .5W RESZSTFOI2 TO LIMIT INITIATOR CIRCUIT RESISfIA�1+CE TQ 10 OHMS } l ()HM. CIRCUI."I" t i)NSI:STS OF '�'�'I' �"`I�'E s �� • CABLEVISION ' N '€r` � ' ' THIS RESISTOR, INITIATOR WIRING & INITIATORS HALING A NOMINAL RESISTANCE OF 0 . 5 OtIMS EACH . 342 Pennsylvania Avenue MAINRQ�18 Y`, '' �� ,,j� .. ,r, ,M ,,;,, lb's A D FIS '1 pS.. REFER TD SrECTION 1�rflQ OF NFPk� STANDARD 12A. k� R I,I' I I W 'TITIN 'fiH, AC3ENT STi1RA+ E CONTAINER SYMBOL INDICATES THE PROPER WEIGHT OF 17 . BATTERY STANDBY POWER I5 PROVIDED FOR THIS SXSTI�1�4 E'�1R ,� M'IN:IM OF ( ! £i0€JRS IJSINCx ITEMS IN , �'R�ENI'p'RT,�p ,� 4. � Mtnrol:. N Y i i ii'1l 4,9c? "° ' +�n,,J�.'l':'".,=- �0ff�' - THE B TLL OF MATERIALS ONLY. . 11,,,," J.'' .(51"-248-6122 ^ r' '�` 4 I S a ¢ yaC,�`' (Y '{T IRE'S ON ''I� IE" . SAME E 'fiERMINAL MUST NOT DIFFER BY MORE THAN $ . ELECTRICAL CONTRACTOR TO SUPPLY CARTRIDGE CUTOUT, '��S °TAP 'E'EFEtOUGIZ LOCA'[A I''I�()(.}It £'�#NF i-F I t FPA TE, � I'�-�� I 9 1lIlE;$UPPiiil+r€ ;ltisfS+ . dF... _, ,#�: GSI {{��' 1Z, .° 'DC7 A - ,M TNG -Cp k;S IS R" Q 1I 2ED. LOCKS , LABELL,ED RED CASTNET. (FOR ZNS'I ��!�004 Ut CITY OE` NEW YORK OI LY) . Vit„ ,*,e,,; {� Z T C713L :.''::I3ETET --FIRE Ut+TI'Ta ANDjOR PRUDUCTS OF - JL. IiAi!'INB , ` '� ' ` <.bz#0 3R' .ARS, T _ WHERE RUN `�XYRA Wlkt ��FOR EACM DMCTOR TC7 At�I�IG t µ. :' �;- DREQ3r., 1Q.. t'kT',: ACI-N' UT ST BE L ATEb A 00M -,"s"NOOPAL, LYOGA 'p, P G I3 MU QC N� :':i+ ZR '. S�I`STANCF' E`QR�.VMXCTIQN CIRCUITS MUST NOT E GEED 20 OHMS . ,,: 7?fly OE', . �3: ,tel NIIjEj .' m� 1. . . C1 TRE AD1I3 I .,,.. - : -Jo } olio"Now,2 1 r G..N4 6-a3 �T t „w . A , %;;AY _. r.... ,i.,., - „ ,..�:' s'4, .- F '. Yr - .Y,'-.0 'i. 1 aY' ..° r Aj r�u:,- 7 ay ,p .' fi' Yr 8. is. a - .,l.n, ,. c. r _ v � 11 I. . �., .'-,,r., .,�, �..+::.fur ,� .,., i�A5 a. .. F. , . .-,a n. .r. - fn. :n•., a "i ,'r ., 4 1 ... nr:. tc,l:.�s,a •_h,.,u('T C6 ,?.n.a,'.p/:,a,�+,4R'.Jr% .� �i iF` ... , .,� .. .n.,.a-t,,.F, �n r.,, , ., ..__ 1 .. .f .1, ,_.. ,ti+u ,.w=!, r v xW,:r'.A.a, 4'naY11HMa+,xA+iltir^ - - .u1 ��.sfi ,. S#*' .,y,�a.�S,q,,�_ 'n< _o.<,-.•m. { _ ... { _ {I„ s ., .,,: ,F, r.., ,.,�,.a:: ,.,1�z.H. ....F .,.,k._s.,., _r, ..r r .-,. 'L�,�J� . . - _ - . F.1T.'?' rr�an!">zyy"�,r,,.a'n xL ,.1.-,•k"T:krl{i 1F�,Vlfryi,.rpt!"pYIR„a+YIWI+,k+n.��,a�+i�M�."•-M!,..Fw4 W,. ,cn .ww_:,. wrS.�4.�.inr "l�= � � � 1 � � - e, 3 - `..s..r.'.L Y{, :tw. '1: ....� -gyp. .. , 1 .. -. - e - - - - _ -. .i f 6 ` f 3 x' 125 16- 3.9K" 15 Jz 2 RED BLUE 26 t 60 40 20 VIOLET _. O 327 7 / , t � 4 28 } P p I.P A- -- A-3 77} 6� '5.6K 5 - ,'T)A �4 �6 �6) 6 X30 ORANGE 10 2.K: 7 GREEN 3 3.9K I'i" ' 11 r. 8 3230 4. 9 33 24 io 10 34. 2 . 35 5.6K K 6c: = 112 3.67J ; X78- '� B- rB_ 13 0 37 µ 14 33 _-.. w : 15 15 139 p , 1 ' N ' SEE NOTE 18 a_ 23 ' , -4, K4 s 117 41 f 118 42 X2 19 43 rK3 5.6K - - _- 33-A- 0, 5 20 44 V2 521 45 _ i - ...... r BROWN 22 ° 46 �6 64 c 2 3 OA) 55522 . 47 I ; I .... 24 2 4 BROWN j ( 7 ILA' _ 3 5 2 4 1 G, 3 5 2 4 �� WFC V� 48 1 14 93-100070-001 FM-200 CYLINDER W/40 #t FM-200 9 1 $ 1 A I 7 1 ;� - _ _ _ = - -= 23-147 L . _ . r�..� S2 _ 27-469 - - - --- _ _ -- - - 15-1 54 16-1 H _ . _ _.. ______ _ . .. 45 88 ; - - - - -- - ' E s G i - - - 1' '93-100350-601 24_2 W/320 * FM-200 120 VAC r - 77 - NO 8�$ 58 NO Np • 1 I 1{ - ,-_--- ` CSHUTDOWN R �, _ --_._.._ ._ , -._. _ _ _._.-._ _ AO- , ICU , � BU I"Q#NG NOTIFICATION - _ _ �r: 'i ;.°'�. ALL CQiiI'I"AC T S 11.ARE RATED AT AMF. . 120 VAC/Za VDD __ ___ � _ _ _ . _ ,^.. REFER :10 INS",VC T I O , MANUAL BEFORE INSTALLING SOLENOID. _ _ _ _ __ - - - - -- __ _ - - -- - - - - . CT A 4� 'IFbC LAMP ACROSS TE M.I NALS 1, AND 2 OF EACH LONE USED >r OR FUNCTIONAL C 4ECK 'Oft SYST'll M't, ` 21. •AL L, RRIQ1�+D'€:i fi3T�iS" I N t-`I'FE 5 t 2E MUST— £3E I"1Ar i3?f us-w -I�E�kiC''NG T"" ".SWAGE. 3. CT R . . # REUC.k1 OEE-.: _ TARE, NOT ' NIPFLES'. REDUCING , " F;RM I TTE - - S _BEFORE CONNh TING THE INITIATOR CIRCUITS BE CONNECTED AS SHOWN. 1 SEE DWrO3O-L73 FOR DESCRIPTION O ' C4MF4 �ATS f +STAILA `ICN5 AND PROCEDURE FOR INSTALLAIIQN4, DETECTOR CIRCUITS ARE SUPERVISED AND MUS , S r ALL DOORS 09� !E'EN I NGS I N THE PROTECTED ENCLOSURE MUST BE CLOSED OR CLOSE UPON SYSTEM ACTUATION.",l ON.;' CHECKOU'T. t: _- _ . � =v - E ALL: AIR MOVING DEVICES AND CRITICAL EQUIPMENT MUST BE SHUT DOWN THROUGH THE E41JI PMENT CONTAC'T'S „ A 13, ; WARN I NGAPOWER I NG OF THE SYSTEM BY UNQUAL I F 1-8V PERSONNEL 'W ISL VOID ALL PHASES OF THE WARRANTY � - UNLESS .:AIR I S r REC I RCULAT 1 NG ONLY THROUGH THE ENCLOSURE PROTECTED BY THE PARTICULAR SYSTEM. ANIS �, } �. DI �RESS ION OF THE ALAFrT'T `TEST EIJ I TCF{ ACf 1,, FES AI.L ALAR AND E67CI I PI"4EN'C INTERLOCK DE»V I.S�l� �.�., - CONNIsCTIED THROUGH THE FIRE ALARM CONTACTS: AND ACTIVATES TRE .ALARM RELAY TO SOUND THE GE�I.1r�:�11:. MAKE-UF AIR I5 Sr -FEL'. JJTLE �.,. y? ALL 111 STR T $; 71'ON F i.F I NG AND - I T T I Nt,3S MIDST BE RATED F•7R SCHEDULE 40 MINI MUM. DO NOT USE O'RD I N'AR'f ALARM SIELL '8UT DOES NOT INITIATE AGENT' �I.SCN"I�I�GE, o ALL FIRE SYSTEMS I N G. CAST IRON P :FE AND F 1 T"! NGS. REFER T~ SECTION A.2.2.1. ,aF NF'PA STANDARD 20001 15. 's ALL DETIECT611, AN'D MANUAL PULL' SPAT I Ott C fACUT`*CRY FOfi' EACH ZEJN1r MUST $E SHIELDED.°"FROIv! ALL OTHER 8. THE NUMBER Wfi T TTEIvWITHIN THE. AGENT STt�RAGE GC3NTA F KERS 4'SYMBOL I ND I CA"TZS THE PROPER WEIGHT OF WIRING. 342 Pennsylvania� ennsyvania Av�enut 111A Rp;i , eI1-?OCA IN 'CIiIDS< 15. . BATTERY STANDBY POWER IS PROVIDED FOR THIS , SYSTEM FOR A MINIMUM .QF (24) HOURS USING ITEMS IN Mineola, N. Y. I1501 ACRCISS IV I A R 1-1 RE tiAi��.:ES, CCa"!r 1,: A+NCt W s T?�+ ALL LOCA, i+" RING CODES IS REQUIRED- ,, 'THE B I L;L OF MATER I AL. ONLY. � � � � � � - ,�._ �518+ *�248-5722 >�.r,I�v�nR'r, �:v 11944 ' i0. LOCATION Sr S� OLS [ M i R TSE DETECTORS ARE AF?RJ?(I MATE GNLY. DETEC? -A-FIRE UNITS AND /bR DUCTS 1 T. EL£+CT1tT+CAL CONTRACTOR TO SUPPLY CARTR41) E C�t�"1�1"Jt1"T> :�1�J$ "�AP- THROUGH LOCAL � �'F..O�3R�� FANEL T N 71.8 .�7 -5 ; FM-200 ;r OF CO'4"SUS710'N� DETECTORS ARE NORnA"L'Y .CC.ATED FOR A 20 FCC " SPAi :NG, BUT "E�JSfi BE LOCATED �7HEfiw � SEPARATIE, LOCKED, LABELED RED CAi�I T., � (Ft)R' I:NSTAIL,.�A"t�:1�` 51'"�i +f THECI't"'f` OF NEW YII IC �QN � �} J. SZ TABLE FOR THE AFPLICATION. RE RES I wTANCE is uR DETcCT I CN C P RCU I TS MUS": NCIT EKCEED CJ (3HC't5`. ! R . LY T S L L 7 EL F Rh 5UF'F'RESSION SYS 'M , 3 RJN E 4T'�RA TWI3 W I.6t"ES,. Fi}R EACH DE'I" CTt3R' TNr I'A11`Qf`is ' NQ, IIEAI7> N.D Z3 GJ, L 'NG.. � f (AFI="ROX:MATELY 900t . . .d AW W f RE ANc'. t �- FT. ur .4 AWG ,J I R� 19 w I Q NOT USE TOP KNOCK-OUTS TQ EN"T ER. (NIM YOKIK CfiVLYM„ � �., � �1 1 0 9 6 G. . 6-4597 N0SHEET.l % � ' SE, ! NCIE'OF OPE RATION A: ACT I VAT I Obi OF 0I4E SMOKE PtTSirT'ORHA.LL.. 2 . TRANSMIT SIGNAL TO CENTRAL ALARM SYMBOLS LIST FM-200 QUANTITY CALCULATION AND PRE—ALARM BELLS & STRO35± ACTIVATE CYLINDER SCHL:D LSE S. ACTIVATION OFA SECOND SMOKE RETE C T Or! £CROSS ZONE) : CYL I.D• CYi, SIZE WEIGId'I'OF ROOM SIZE SERVICE CUBIC I ACTIVATION OF }MORN & STROBE (#) FM-200(#) LOCATION BEET �. PRE-ALARM BELLS & STROBE CUT OFF CONTROL PANEL 40 70 40 34' X 34' 1►NDF.RF'I,cx3R 1156 . ACTIVATION OF A 30 SECOND DISCHARGE TIME DELAY C. RELEAS E: # FM-200 CYLINDERS 320 353 320 34' X 34' ,IEAD ENO 3245 1 . HORN & STROBE, ON SOLID 2. AUTOMATIC DISCHARGE OF FM-2;7_rI Iv-';- PRIOTECTEO AREA _._...I q I ABORT SWITCH OPERATION OF MANUAL PULL STAT I OhJ --� «. L . I MMED I ATE DISCHARGE OF r, -2`00 INTO FRO I'ECTED AREA PHOTOELECTRIC SMOKE DETECTOR y2. ACTIVATION OF HORNS & STROBES (SOLID) 11 (I1 ► 3. TRANSMI"I'S E I GNAL TO CE's i RALALARM DEPRESSING THE. ABORT SWITCH . = . RESETS 30 SECOND T I ME DELAY AND ALLOWS MANUAL FREVE1,147 ION CF I ! IONIZATION SMOKE DETECTOR FM-200 DISCHARGE ONCE RELEAS•Et). TIME REO•i AR L S AND YOU NOW HAVE 30 SECONDS TO r"IA FM-200 DISCHARGE HORN/STROBE CEILING NOT TO SCALE '' MANUAL PULL STATION BELL/STROBE 40* 320 /PLAJ u AN NOZZLE i ANNUNICATOR � P , � I I8_3 IA-3 `"-, ,$_, RISER DIAGRAM s I., I , [A] ytt� \ + P + 71-1 IA-1 - IA IA-4 17 3 2 0 a * ' -j40*, I f ozl� 17�' ,itt�(/ �. .-. i --.- •�.__ _� ..AC SHUTDOWN I8-4 IB-3 I8-2 18-1 t' F —��BUILDING NOTIFICATION ANNUNICATOR ANS tftttf/ftfff /f/ ` � - + f P .- I) r p , IA-2 I8-2 I8-4 IA-4 FM-200 FIRE i i CONTROL PANEL 120 VAC rl I I GROUND NOT 'TO SCALE UNDERFLOOR NOT TO SCALE ALL FIRE SYSTEMS INCJA ,B•LEVISION SYSTEMS " L RP 342 Pennsylvania Avenue IN ROADr Mieealtt, N. Y. I1501ROSS FROMPENNY, LI.IMBER (516)-24&5722 O'PNPORT; NV 1:1,944 (212) 972-9200 (718) 786-5030 .2t?{I R.E 8[�PPRESS�10N MT QW.DW. CALE 1/4" = T - 04 xcw .wHEI REND BUtLDINCC ENG. TW OJ.NO. IISSUE1517110 WGAO. 66-4597 ____TSHEET 2 OF 2 i'V. OhirT bE 13�y-f t,l'AfJfL �. 0-f4e wsis 4 of LoLuMIJ or- G DLUr11J HORIZDI+.ITt�L e,ARg POURED GOK►GR.ETE - - POURED CDtWtIZE7E- A'iL 2 - 3/4" 0 � '� 2H� FOfOTINCs, 1'-0"113'-0'°' 2!©1. I I I FOOTINCa, 3-ti"X-7'0 2- AN.Kjr_ 10R, P�OLT�j (TYP1 , �'� 2. ' 3/4° ,2S � n, L.la.p fGfe.IA.IF AS 4j1-tOWP.J (T�f,�41 c0(z.NEi2S� (- _� C+yP. F 2 LOCATION-5) �- � Ar.�G NOR bOLTS OR P5LOVIQ£ C_OR rJER 95A,R.S �` PRa=MawEo F lu.ER.. � ° • WI-IERE REINP: 115 DIF-"-EREWT `. I LAP LA GER. 5 ZE E '�' :` __.__.__._-.__.-_._____.._.-_. .- :��. ., POLJ�LED GOP.IGRE=.TE •a a POURED GaNLR1=TE � I AR� R 4° Pv�I�E(7 ° _ � I I S I I - ��.A�� EA�, _ I` '—J POUREa Gor.1GR.ETE L— a J `� coN� .E•rQ sLA� ON AND CONCRETE NOTES: FOUNDATt I —J GR.AOE SEAM - I• I G` L .ALL FOOTINGS TO BEAR ON UNDISTURBED 501E WITH A Q -O' MINIMUM BEARING VALUE OF 3 TONS SQ.FT.TO BE VERIFIED NJ 41 CARAnE p Z ALLELEVA INDICATED FIELD$Y �''. 1 ?• t;'r TIONS OF FOOTINGS DILATED ARE BASED ON - ! --- I ,r BORINGS AND ARE SUBJECT TO CHANCE UPON INSPECTION OF i o •. to R-�lhlF. 2�A2S I - 3 SOIL CONDITIONS DURING EXCAVATION OF THE SITE. _ E A. 510 C 1-k�(o4;, roo-r (o _ r I - I I I � I I •� I !, 0 � � _ t 3.GRADE OM OF EXTERIOR FOOTINGS TO BE 3'-O'MINIMUM BELOW - - - - -- --- --� -. _ --- - I � '. -I ct� -�-_ ` _I ..•..•,.-,.__"^--..- I. L{1 2 - - "-_ -_.___ 7 MR-!O 6ZTbtc F' (',�"J�'e.5h'1�4LLE2. FOILLOWS w. 9 E T,b,I L �, FOFOOnNO.�R AS BEAMS:FC=3000 Prat STONE S C Ai : 112=I 1 CONCRETE �/�, SIDST-701 EB. S ON GRADE:FC= 3000 P51 STONE CONCRETE LI— Jto A 4� + 3 TI'2eU.C. #+ / 5. FOUNDATION CONCRETE TEST CYLINDERS AMD INSPECTION in 8 fLEN , � 'lI G �M4L�rr-7 �4� A„j F-o " -rj I " q I. v� >fhy( OFREINFORCEMENT ASVD POURING OF CONf�TE TO BE TAKEN .3-� ? �. �•� I # STIES iv IlM- I AND TE5TED A5 REO'D BY LOCAL AUTHORITIES. A"T"� " Ca, ALL REINFOR(:;NG BARS TO BE A615 GRADE GO NEW BILLET Gi' POiJPED GGNGRETE! SLAG 01,J Gf'.ADE + -`' STEEL W/(axEoK10/IC I.JELDtD WIRE t IE S6-i ' PDIJD GO►,tC`{Z r "z` ' o o• i NDU k.El3 COLI CRETE I 7. ALL REINFORCING BARS Tp BE LAPPED A MINIMUM OF 4p 1 F oo T I I .I G+, 3' (A„ K 7=f7 x 2 r7 Q 9 0 ° F Oo T I N C�, l DIAMETER AT SPLICES AND CORNERS. (Q 5-v%15 LONG CLE I t.l F= 4 R S Q vs _ S. MINIMUM PROTECTION FOR MAIN REINFORCEMENT TO BE 3' H # • �r ? o a N v RE itil F. ejAR S FOR GONCRETTS POURED AGAINST EARTH:ALL OTHERS TO BE 7. 406LT ILE I NF. B ARS �* t * i ! 1b. Z ° a r a 1 a AN ULTIMATE F TE TENSILE 57TZETO BE �ivGT�H�OF 70,000 P91. TO HAVE s o o DEIJATE R �XGA�/P,TiLr.J a _ _ DE.w�TC.lc E X C=ta,v,aT 101••I, 10. CONTRACTOR TO PROVIDE PROPER SLEEVES IN GRADE AS RE Q U fz E O - 7' `� BEAMS AND SLAB TO ATE ANY PIPES PASSING ,O o THROUGH.TR —J 11. CONTRACTOR TO VERIFY ALL CONDITIONS AND D4MEN510N5 IN THE FIELD. 12. STRUCTURAL DRAWINGS TO BE USED IN CONJUNCTION WITH I ✓' "^Gk / THE ARGHITECTURAL AND MECHANICAL DRAWINGS. x 13. ALL E>>POSED CONCRETE SHALL BE AIR ENTR,AJNED. E C_T 10 Q fi �'�F_ -fv 4 i o 1 t� 1 10 1 V � `I;c 20 T9 I''�� I O ��LT�I L : Fi(/L til�� 14. IF WATER 6 ENCOUNTERED ALL FOOTING EXCAVATIONS A-2 Ti,•((E! Sr- L 1/2"3 I'-D" �, A-2 e. It`{ SCALE: 1�2"-1'-0" A 2 S ALE: 1/2"_ '-0" ARE TO BE PUMPED DRY BEFORE PLACING CONCRETE AND KEPT 51r^ t-art-B• t�lA�,t- I✓ SIMILg2 ScTlca�+ 41.�- T c 1 '. DRY UNTIL,CONCRETE IS SET A MINIMUM OF 24 HRS. AND REMOVE ALL UNSUITABLE SlOIL AND FILL MATEIRMAL.15 BEF N G CON CT , VAT1= 3`•Cv,r K 3`-{c" *`•, ~'•"" -_....-_,... BACKFILL WITH CONTROLLED GRANULAR 501E(SAND AND -A ~ GRAVEL IN MAXIMUM 17 LAYERS(LOOSED AND COMPACT I _ ------ + I-EGHANICALLY TO 9596 OF MAX.DENSITY IN ACCORDANCE .._/'� _ . WITH ASTM D-1557. Poug-ED -�r-�GRETE - . 1 .._ 1- _, _ _.. SEE IJETea lL 3 12- -IF II r I-- - - cz TAL_ SEAI"I ROOFIr.IG - 1 I I + ` I j' 12� ��uc�E --STEEL) �� , y FC7URED G.OuC IZE_r&_ 1 n + PRE1"IJI_C?Ea (=1LLER. CI''J ,• „ , 2�ATT Ir.JSL1LL1,TI'OIJ (9--19) \ 2 5 L- \_ J S21 C" L _ x'_ ai' WELDea WIRE McSH : _ - C�J1.-J T I IJ UO U S 0 L ' - - L{ GOMPP.GTED raRAN/EL ax ALUNiILJUN uurrER J f — '< STEEL F'UI2LINNJ y� l f7 77 " r I f'DLIRED Go*a,RET 1- L - - - -I �kADE E3EAM u -- h o 9 8 4!' ")ATT QQ SU L 4,TIOQ (R. I! — A-2 A- Lj2 1 I F0Ut\...1DATIDi�. I PL6,Q A-z STEEL c,12T 1 A000ST G TIDE CEILING �- SECTID►..I T1—IRU r.,Ar-1F I I IDR I Z�IJ T AL E`�AK`^ O GDI...IELS SAME 51�E I +I WSJS RRCHITECTS - ,,t SPa.G1tJC.: A� WrJ21�DNTAL t � -- -- -- NI�TAL sEArt tzo��FING GARS I _� 755 eur AHuntkx�torl, 1114 3 �J ,� ,, p {516}3511499 � (2 Ca C.,A U C*E ST E,E-L) IPA / p�ATT INSIILATIO#J (IZ_I`I� °, o _ EXTE.RIQR 2Co GAUGE PANEL I _ �' MClwl'K1t1HE WiH110N5 PILANN NG i ? -__._ i - GQt�JTIFJUOUS AL UMII.IUP't GUTTE fZ z•' _p" IAJTERIdR 2(o GAUGE PANEL ----._ _--.------_--- -__-- .--- Thos• Ions are on instrument -- of service orxd art the property RED .A1�Cy, the 2'-4' SusPEt--,DED + - -- --STEEL GIRT A f + win be prosecutodntringemenls lC0w9bTIC TILE =tlLI<`1C9 1 ! Contractor Shoff verify all field '� I { bondali*ns We 1qr enji fit and T E R.Ea E.0 T I IBJ _ I,.J L L L DE TZO I L ;.: , Q � quonlrly" of work". Ito .offgwances j';'x %,� *•' N r p , I, I A-2 SCALE.; I/2 - I-CO (Z[�.I4ED AGGE SSIE�LE PLOOR Shoff be maid's in bahoN of the � '�'"''� •' Q ;1 1 EXTER102 21L uAUGE PAtJF_1_ / glect on far any error or no- 7 pltil on his port �• . STE IDN PLATE 0171' ' ir`_ITE-2lofZ <!�' GAUGE PAIJEL � -` f2A1SE0 AC-CESSI6L-E FLOOR I 4" PLATT 11.1SJI-A.TIOti1(R. II) 2-#15 G�t�1T+IJUOLlS i ' _ - RE ii. F, BARS rnr .} i PROPOSED NEW FIBER OPTIC e STEEL FOUtiDATION PLATO 2' IZI!rID IhJSULATIDf`.! HEAD ENO BUILD-ING F O R f M EI F. 6A.fZs 0 i , td PDUREO FOtv.J,'.RET I' SLAP --„ 1 _ � I,I E 0 ExT F R 10R. 2� r A Ll G E Fo N E L GPI•'IPAGTEL) GRAVEL i Pct is EL'= GOI r.�E E � r- -_ ; ;\ c -- a ,t 4 N G(CA[J t - x3 PRE.I'IOLDED F!LLt_IZ SEE DETAIL 3 j I I p- - r PoU(LE© GOFICRETE SEAL YTLS iRPi 3 TIES 10 11" �— -- - CAIN RD. GREENP(?RT N. Y. 2-ts� Cor-,rlr.ruo,rs ° :�OI'IFAC_7Et� Csrz AVE L s ��SE DETAIL �tSL '�t�� ? m4F- �Aa.s o POURED CQrJ�RETE , PREEf"'IOLC?E0 FILLER DRAWING TITLE N �T set DETAIL 3 o o WIRLL GpFrtr'.{,.�t� ? �lyrzrl.F II r FOUNDATION .PLAN, SECTION "A " SEC ifON "6» CRU"'ISS SE 10 N TO ANCHOR SOUS ��.WCHOR SOLS � W" ALL SLECTION 2 CR.OSt SECT101`,.1 BASE PL.�TE. DETAILS a L-lALL SECT10Q A SLALE: I/Lt-" = 1'- O" p1.2 ti. T. 5. A•2 aCA LE'. '�/11" = I'-G" DRAWN BY ANDREW DRAWING NO. CHECKED BY M 5. �'~ DATE A/E P'ROJ r4o. BINDING ORDER SCALE: A5 No7E0 ►+ OF I I 6- IV cN 4,L6EKT5C)K S LAME c� wsis SEP 2 14a IJ/o/F .S�.r-tES r1Et_ROSF- ►moi/oi F S�,ME ' r-1EL12.' SF J. . 5 \� O 0 P L4 I,. 1 T TYPE `5 N ` s PT - TNJ5k1 oGt. N�1rNTAl-t� - WNI'f� 4,rrP v--E -;1T*4zrl. L+-5'WT f� La's/G(ExcEP1 AS P<HgRwj,� i N �NptLATtp \ I'' J -TH - JL. f-J1PF-R LUb �P HETZ I -1b r.1IPF-g 2.''12, - 3' SP' 0 �= o/� .?T - JL-4v-4l'PL=RLub TAP'II I'�GOFDI.IA TAMS .T+JNIPER 18" - 24° (c� 2t-Cvl' O/G i. \ �` ry�y DF¢YWELI GAIGULATk7N5: n. Bt1IL.GNNCi AREA. »5$3Q:FT. CONC.('WALK)AREA= 368 5Q.PT. !'! 1 v TOTAL IMPERVIOUS AREA=1524 60.FT. �9j ��o w� j `��;y VOLUME BSED UPON 2'RAINFALL=VU X.166=253 98 CU.FT. 46 1!�01 Q�? �4 6 L-9L�� IHFO�jAr-TIOH • l)G ..�, 1% GCs ( - 2 t � 1 T + \ I C3RAVEL 9URFAGED AREA=29M 50.FT. U p�-.r L GL S Ft 1"t G•Q,I t-Qw HA2�t7 �$T;Omk6v� ro /, 2�. o /;�w / ^ ---�I, VOI.UI.1tr BASEfD UPON�"RAWFALL=290r k.166 X.6:289.33 I I �l r I x `> CU.FT. , ��M'>��N � � �' <P>.>�L-I< �-3!'+T�R 7 �) / (�lIJ E.N�E A C) � LAND3GAPED AREA=a.o64 3Q.FT. w' �� 1 /` G.P. 'L n� A T#G�i.l �J I�J c3- 1 r 1 w I� w VOLUME BASED UPON 7 RANNFALL..=4004 X.10 X 3=20298 a. f��;' 10PVL, 517?- 35 zo ��'�.IZT"T' Ig I,,.OvAt"TI~(� IN G�IZUUNI:Vcl�2 f✓IA�IcM�J-IT'�•+�Hl� IV � � .- , ZZ Com. •, �(//� Pk?CQP05E0 01-46 -SToakl-, � �, � ��&F-I.IcY E-�F-kA.TOR PAC) TOTAL DRYWELL CAPACITY REQUIRED=25298 CU.FT. a @wyTW v J/' TH �I LU-TY ,ILjJ UH f`-%4-Hf 4E - L� AS E ��'fiZOH Ili eqJ1I•'M�H? o ;lv w ry (.p "1�1re,c�.r� �n It " Cars,LfDI - t �, �9 CU.,Fr. �' '�'�/ SWI f�TIII-•��I' J�iQ' I I� 3 N.CNAIwI _ 202.38 CU.FT. 744.69 M.FT, Md W I R � `. g� �,5 r v ; TOTAL CAPACITY PRQVIDED: p-{® y +►i-+1TA�'t' F-aLl 1-►-►'fl � v2 t��Gl-I�t I tv!< " m ^�C CO ' ,9 � �;.' PT f � b FU! �' vR�LL 1=(�3 MET HkSH x 8 FAEr I�►,ar•IrrER,CAPACITY= �l2i� P 253.3 CU.Fr. -TIL t%(J lz SG, �5 1 LL- L rIACI� I r! N ;.: K A "�;r DfRYNJELL 2-(3)3 FEET Hk4H X 10 FEE I DIAMTW CAPACITY= 19 eISAS OU.FT. sDR 3,5 � ,o 71-I �, - � ]fQ ��-'.PL, f�'.AMP 4 STCOP / TOTAL CAPAWY-253.5+SOAS=868.'P5 CU.FT. 15 H 16 H\ Ur I L,rr`1 ET PA4 Fi W tlk �1ta4i'kr+to t� Py�L �q�A I-oT 0 / a ~ i ` � ' � '�� 5�e �.I~tl.�•.R.>;>r�a , LL f � - �-�.k >=�sTt�.w, ,-�a.,�.�. ,l N/O/F LAt.ID CTI= Go.SSIDY `� PLt�.I+.1 Z ST-I 1i Py 't�- f'f v�&a-rA.-rlo T© fzer-jA tri cv GENEML T I. IW L. V�i`fI 'f phi 'Itk LJ ,Gr�,46. 'V�R'F`1CAI.. RrATVM, . /� � ° u��_ �/nom17' - P0.0 Q __ YO 6 ';S IFI� 1 * RIP�C L+ 'RI" RiVtP.t�S Tt+AZ �� r I " /,� J .,K. `tbta Gp> D t F p_ F "i �d \�� x `�(\ ago ra G�+."1'Tt '` • �I��:. O� � ~� '�It*tlrtw�.l�I�'a r�� i.I!`+�i:�`'IIdEa I 1 IT i r� � f es; .int w >;/' J �/p C�r T ;✓� �'�o" N, c u�►t r r L_t"11.;. i r 1P'1 \, -J �-(>T : �" ti FE�1cE h►/ 3 5THf.P I . ET. I '� ` a� -rarer Y ,* t; � ,� / _� �,i�r�I<p SII E � �. •`�'' DR CfLJ42 u�tG. `'•�•'� �. . , AFI. dy .. t%Ci E4 ;i 4 5-f t4I.1 X AT IONS -¢F THE. Tp /R. aF I sL tP' DI: J 1MMMT / / f p Artiv.l i ASD THE- mf-w `I(7RK sTA' Ir pE.!'AfRTMENT c 0 / - `"``._� I �Io"�� 0 I>EtA1L 3 bwtFs. r. F T ` FV f TATt0N. w� Ul v~ � ��1�T 1 R.lG ti.1 rsTI.J f2.A i. v h1. T o.T c>r.1 i+ TipN.t3 (: Eh:DE$ FOR cuKp5 f9l`t 'MgIN aCI, p� s ~ r Ft I `tI► "1 (3I� KEW `I��t�9K � I NT t F "j'#�ANSLp0RTAT1oN PRIGN,TO fr0N''5r"TP X-"rtQW, +n / { lf 3 / // �C ' C PANCY ORV. I:XI� US IS UNLAWFUL t TNOUT CERTIFICATE E: F OCC NCY / / \'l o' 1`Ntgs. 4LL -' ITS 1-Iv14TIHc• will, !hese pfar►s ore on instfument, of sore a 1116 of the proparty aRCy r, of the arctlilect, Infringements �5 APP O D AS NOTED a�I`' I will be prosecuted. SEIFF�T uTtL tkc�f. DATE: a 4 GgMrrsttoi shell verity .au freid -Z c t+ ltLl) �-P '9 In N conditions and dimensions orad O 0-11 FEE: 4j,--%470-0 be responsible for tisiQ tit hn r=':, . / / quantity of *orh. No oNowonc NOTIFY BUILDING OEPAR ENT AT chill' tH moifi in bet►oN o1 1 7 !t controctor for on srrcr or ! � 765-1802 9 AM TO 4 PM FOR THE � � 41. _1 oket on his part. FOLLOWING INSPECTIONS: J s . 0171 w / ' T O 1. FOUNDATION - TWO REQUIRED �� i y FOR POURED CONCRETE / OF NE`Ni 2• _ N ROUGH FRAMING & PLUMBING �' p' 3. INSULATION / F - `� ►.IOTE: ALL eXI`�TINCw II.sPol�p.Ttv� t I� T PfZE.PARe c> w / 4. FINAL '� pi sa.K. I.J f=iZaM �w[t,Y `f CONSTRUCTION MOST, `� � ' �' Pr�car•-ttc. surtvGYarz. P. c, �,,�x9c;, BE COMPLETE FOR C.O. �ti� 1 V� h--I US Qo�F / ALL CONSTRUCTION SHALL MEET 3 "� � FoR GSG �acoJ,St�loi�,) - N�c..J Yort.tc,, ,,..�c. � � •,. ,, _�,, -,,,.. „•� e 05 ' � THE REQUIREMENTS OF THE N.Y. � 0 �. .d.T �i21✓� �..Ipot�.'(, Tf'1rirJ CSF �o+JTl1CX0 STATE CONSTRUCTION & ENERGY 16LAF1r-CX-K Co0NTY, ,•.1 ,Y. DE.G. 13, ►`f9�+ ,. CODES, NOT RESPONSIBLE FOR i ' DESIGN CONSTRUCTION ERRORS OR CONSTRU ' i3L)I X)i N Cv AQ64 s � X'�4 I,1540 sq: { oTl�'1 �r : �},5131 ,q�� - o/Sri o,vy,� c: C4 UNDERWRITERS CERTIFICATE REQUIRED f `S L ►„1 . .., DRAW#NG TITLE y. "ITEPLA 00 61- 5' DRAWN BY ..� DRAWING 00 �, CI IEKED BY r DVf-P �,LL t l 7t PL4K z PART 14S L, �21TE PLAN DATE o !�2 A = .513 l A 2 S oK I'�lo S. o, . 5G1• I+T 1 COO'-a �j't + /E :PR �1 NO. BtwItG ` t 5T I T -r�I. �aT 1< 4 12 �5 tz>=vl�t� e 5` v � t-� tr�- -ra.�v y� �F 5o,.n'it�� R-f j"J*Q -TOWN ot%S001140LO SCALE: OF ' z Y 1 I s i WIT" N.Y. 6TA-re Q,o.T F;-e .L4L.p►TI .64A4 4000 PS 1 CoQC.R.RT& oll &o.cr� IC,7 C'A' W 1...I.M, •45 �T, N /�T L-iIRE FA�aRIC � io 10 ijab FtAPWAY'. o . s```'��. '' �� C�F�-�Wni' E�•K- PouREp G.D►.IGRETE r/�r IA1L��t1�► - �`••. ✓� j. C�of�••SYJ ��,. [U1"IPAGTEO 507 I L N t 4Z A�'" F: D!< E IZ PAD 2 C U 1�1 R E T E �,L K- D E -t A I L ( (� i �' (�.,i,d,'r ff C-T I OKI ;,.•.,may , - .•j .+,^r1�J�.Ak.�:17 .g,�gi,, vVtf-� Jam,•. ,,- ,,,�'•• � ��t��D --� .►.a C�Eo wife; V.O. Top A^If• wwm �- 4''� tP- _ (f5 t.L)c \/IK 'Y L C0 .TED) �IF##�irltfl�P Ftiuv'`4h 1 ly �1/PT V moi' 4� I��X r (� ;��4��i� r-� '••- _ yaY-,•ti;. ��•t,�y•�, t /" �••��. '! "• -f... _ 2" $i�►(J�'-' #Z �•� ; � e -, ,• . _ I��t°rr*I�'�D fi1'•i•- - � �~'- 'ANS �� ' . .. 4 �x°EGI�°AiGD(I&N1+' r� -+{i! rte' �G?' '�►-'°'+� : �. ;. �/��•.JIf/�, l K^rrte,� r- •; � T�pmt? Rif!p#t-I.'r a �a •T 4. \\ '•; lb i1 ..I f"�'•1' T ��a�`' ��; .. ..� . �'»'. ,''i �igt{� lf%1:'.. }'s.�, - �",�,�' fR'C�Z`IK+#� tl P t �i1r►t` "f`14 1''i. T v�1�µ I !• ' *x t�+�� tIJ'�T ,;.. ^,:'rf� !`'' ,>,s„ f1+ TA#L 'P '>�s#L /44Wc, •,. 4q�IIT 4.r1+f N > U U�(3- 1! . 15uRUb PL.LNN-JTIIJG FtKJC-F P(D57 DETAII--- Sr z ST-2 s�-2 APPR.aV>;I? -rRAF-r-16 beA121ht( Govet2 . P92vvlDc- D12AINA&1✓ f-4(v t8 R8cm cov��7 AS SHOv41»4 ON T www P SI'f•E f'LAI-1� DWG• S'r-l . � 'i"tz.AF�IG >3�ARLhu(a . w..«m 5L�A$ w%24G PIA, oP�N IN(� 99.71cm DQNwGLIr I 1rr11�e•' ro ss tai.mowokv ! '-D" PIA. Z •.aoas,slomrs,eoo 4-i2-RS T• 4•■+r�-nee+,oaoN... DR�/Wlrll. '1 lo'-o" DIA. lb 3' 31-`l� J'5su94�) -Tow�i oFSojT+d°L'='')s7ATE• L?vT P�Er,AST Gc3NG:. T S'fo¢M D2A1►-+ TWr 1585 M I,Og0,1,•41•MoM, ,l,,,i•I,gt„VM • I1 (96)304M \A.I/ � •w,rrc»Isar u.aao.M p ��Ri�lR Fwf� r _ ,r- •• PRECAST GorvG„ P(20-ri t 12 t rJ(� .0 s" r: - .. «, Ca 20 U Hp W ATI:Iz p of service and arr the prvperttr 0-0 AR of ttia aard iloct, 1pfringernenisChr wi# be prasecu4e4 ��G ,SEJF�rR� r S 1 5 V I TY L I U T Gantrattar :hail Yerifiy as fa0'd D�?`l W L- D TA ! L, be�,fe'SpQ and r De.iL Q � _ and shoft be made in betiatf f of the ^'] quantity of wbrt. No aftwonces e 1 Nd? TD SCALE c'ruttroclor [or any enol' of no- on t►Is part, /7 '' ° 0171.f�r- ��• EW y� UPS SP�GIF9 TfC�NS: Dr5CONNIE NGS•WITCH' B. MA.TG 1lJTDQQR DRYCC.PQL.IER: FM-2030 C GIFIGATIONS: ` T MODEL #'My'COY IER: NG: y 1. ONE M 1OOA FUSED SWITCH TO ALLOW ISOLATION OF THE INSTALL ONE(t) 1. ALL WORK 6 TO CONFORM TO 'T HE LATESTIN 114 G BATTERY PLANT 1. 20718/ i.f�HZ A. 3WS- PQUN05 OF Ft»'E-a00:. HEAD i A. LINNTERUPTABt,rF� PC3VWL�R'�IJPPLY: 2. GA8INE7 ENGLOgLJRE 2. ONE MATCHING DUAL 2 R.P. PU1MP PACKAGE 1. oNE FEIVWAL 1w MEL 2210 SMOKE DETECTION AND FM-200 �� -STANDARDS KV 5ER11E5 300 UP5 SYSTEM MODF'L Y GA8INET 3. OPEN SYSTEM EXPANSION TANK FIRE SUPPRESSION AND RELEASING PANEL *"�'T �©� ,6TALL L QNE(I).30 3. DIMENSIONS: REFER TO BATTER '#1 6SO3OC25RT'F--TURING: PANIC FI A!'CJRtNC�: 4. DtMENSlON9: 3 'L X 33'W/X 77'H O NC�T�Y THE TOWN NI D. DISTiuT10N•SIC7E CAR 2. Two BACKUP BATTEf21E5 . THE t;pN'TRTOR f� TA' ' A 1. F CT111 E�'J�ER 1. L158SRT UPS SMCAR SNCL 3. Six PHOTOELECTRIC SMOKE DETECTORS ENf'��'�� `RI'3'4i� taEPARTt""IJ�NT 24 HRr'�"'a.-N 2. 1Ni/L'RTII 2. G.E. BOLT-IN PANE 4� POLE AVAILABLE DfESEL �ENfrRAT(3R SET: 4. TWO IONIZATION SMOKE Dif TECTC3R✓ ly 3. NTE14tNAL STATIC FRANSFER SWITCH 3. G.E. BCOLT-IN bREAKERs WITH FLI�(IBLE GAE3LE5 AND 5. EiO7'HT SMOKE DETEGTC?R RELAY E5 ADVANCE OF TI �NC�f'' I T Q ANY OFF TACE 207$VAC (3PH. + CND) . INFOT Vf2L 1 ECEPfAGLE9 A5 SPECIFIED ON DWG. +c7. THREE FM-200 DISCHARGE NOZZLES .3^ITE P A►V,�rlC�t,►, 1 R AGS OR CLWS WORK 4 5. A. OUTPUT VOLTACe 1207/208 VAC OW. + N ONO) INSTALL ONE t1}1C;10KW DIESEL GENERATOR SET. MODEL 7. ONE MANUAL PULL.STATION 5. ALL i�EVATJONS AQE fel THE U A (59 DATUM. Fi. MANTENANGE BYPA55 GRGUIT /4PR CONDITIONING PEGlF{GATION�: 8. TWO BELIJST;zoBE COMBINATION WARNING DEVICES T. Dtt"1E'NL�v1ON 35"W/X 7�9'D X 72"H TOTAL WEdGHT 14OQ LBS. #60 ROZJ-81 WHICH FEATURES: 4 T OR I`""1LI'�...t"T NOT, F"'f T*. TC N t #.E 8: HEAT OUTPUT 12,300 BTU'S/HR FULL LOAD 1. E -BASE TANK WI-rH ALAI�:f�'15 AND 110%CAPACITY 9. T'J�/0 HO�#JfSTRC�E GC7Ml3lNATtON WARNING DEVICES �� P � N C MODULE FUEL LINES, FUEL 1O• .��``6ORT SWiTC.H Dt2AW w TF1. A. 10 TON LIEBERT I5NVF44-MENTAL ONTROL R#:fP1 jf�1�5IN 20O GALLON FLEXIBLE ADV A 010 C.O1"IENCO-ENT OF ANY Q'. INPUT NATION TRANSFORMIER 1. MODEL #FE11G(5+UC1O, 10-TON DOWNFLOW GLYCOL UNIT PRESSURE Gam. 11, ONE FUSE CUT OUT 10. IfVPUT CI. ENT�"IONIG DISTORTION FILTER t;10�6) 12. THREE PPANEL�tELAYS FOR VARIOUS SHUTDOWNS GIN SFS ISA t . DRAKA , OR CURB WOW, �� lAA 11. REI"°'aM CONTACT BC'3ARD, REMOTE STATUS PANEL AND 2 208/3PH./FiCJt-tZ 2. 1`.a00RG1N Jn f50VERNC7R ANDI CONSTANT SPEED 3. INFRA-RED HUMIDIFIER REGULATOR PROVIDED TO ALLOW FOR UPS 13• ONE REMOTE ANNUNCIATOR �..�l,:L. L,�,j�AREAS ARE TO h�IAVE Two DEAL-OUTMQQEMS 4. THREESTAGE ELECTRIC REHEAT COMPATIBILITY. 14. ONE FENWA-WO POUND FM-200 CYLINDER FILLED WITH I NOMeAC 1� SPRINKLER S`Y'',., I IN �' ^ 12. 1-YR GpNI .ATE WARf2ANTY W/PREVENTATIVE y. FLOOR STAND 12 HK3H .365-5 PC2Ltt75 OF FM-200 FIRE E+UI 'I✓�FI�IQN LIQUID m, NTENANCE GoN"I'R&'+CT INCLUDING 24 HR Eta NC!' 3. REt-10TE STATUS MONITOPAgG TO GOMMUNIGATE WITH THEII4V�E.'�+r�" TOWN �Ti�NDAJWS. SgRVIGE tIVGLU51�/E C ALL PARTS, LFtBCJR AND MATERIALS S• CONDENSATE PUMP LttZBERT SP"1z SCAN SYSTEM. 15. ONE ELEC:TRtO LEASNG GONTI 01.HEAD 7. LEVEL 1O M1CROPROCES✓"OR CONTROLS 4 2C�8/3PH,/60HZ 16. vALv1 C3UT#.ET ADAPTER 0. ALL CONCRETE IS TO BE A M Q-VM OF 4.000 PARI `GEu-�>�NT NOT INCLUDED) 8• FPr-STAT TO SHUT DOWN SYSTEM ON HIGH RETURN AIR B. ATS: 17. ONE CYLINDER SU'PPOR'T'STRAP PSI, V 28DAYS STRE NC-7TH B 81A"f"ftY SYSTEM 05 M�� TEMPERATURE 18. ONE MYLAR WALL MOUNTING BF?.ACk�T i�TAL:L (M} � MATE WESERT BATTERY PACK. MODEL AUTOMATIC TRANSFER SWITCH RATED AT 4Q0 AMPS TO itU05PFA kO JARcS/?5o GE1.1..5 Q�`NON-GA5'BING LEA© �. LIQUI-TELT SENSOR ALLOW FOR TRANSFER FROM NORMAL POWER TO Ei IGENC;Y C.ALGJh1T� 10, INTERNAL_ FILTER SECTION POWER. PRE WARRANTY MONITOR Q,f2A#NM BY LW E1Jl11 W. 1. BATTERY SETS PRE-\VMD AT FACTORY. AGCESSORdES n• FNE YEAR COMPRESSOR 1. E PHAS N N 12. NON LOCKINS MAIN R DISCONNECT SWITCH 2, caEN61NG I{ ECK Q Y J$. .. NC L.UflE17 DI 13. MEh1510N3: 9,rL,X 44W X 441H 3. AU1«G: CONTACTS NORN(AL INTEL.C,"ONNFCToRS, CONNECTOR NUTS, WASHER -� 14. DUAL'SEMI-HEI TIG COMPRE959OR9 4. AUX. C.QNTACTS EMI�NCY VMTAL�E 1.ro-I VoL.TS EA., SPECi#�C GRAVITY 1.300 1 FOUR-STEP CYLINDER U 5 S CE INDICATOR LIC�MTS . t !FIRE DAIS -1 4, 3g MIt T[ r OF BACKUP CAPACITY AT FULL LOAD W, SMOKE DETEGTC7R INT �.C,1G.K SHUTDOWN W 0. NEMA 1 ENCLOSURE +. .1p Yf� TED W� �i *1TY SLJ�ON S` F TEM 7. TDST Wr. -STOP wsis A : 'RAJ tE3, t +ll~�IrI�1C ©f4 8, T"ct �C 1R ,TKaN :C tJAN i TTY CANE(t), DIMENS40N�. r: 1'�' ��"fUTDC�/t�TLS 8, T E7 TU�3TART AND TO STOP 'V4' 2 9"D?C 73 H, TOTAL WEI&HT 17070 LBS 16. 4OA6 GLYCC7).SOLUTION -h'bXj ! . E GI*aER CLOCK 19. 1.3 RP. DUAL-PUMP PACKAGE S+wAt;'I A'S I»IGrT1 1 f LLCT 121CAL LIT: + rNl{� CONCkE.TE PAD -- W. sjs ® QUAD PECEPTACLE, IIOV 2UAMP CIRCUiT,SLPARA,TE NE-UTRAI.Er GROUIQD. LACH OUTLET UKJOER ACCE55 FLR CONDENSEIR 0- 110 V, 20 AMP WALL MOUNTf-O DUPLEX RE C�PTAcLES *30" A.F.F --- �- JUNCTION 6OX � DISCOh.INECT bW,TC.H GENI:r:Araf;, 12 L1=ADE0.� START �'QIN7 ' 3 FLb02 6f:10 METAL SEA fNM ROOFIIJG- fSE I GI E COLOR. i ! �+K qp U.P.S. EQUIPMEN - I I DARK �Rpl..thJ (,ot\I-rINUoU5 ALUM. f I GUTTER. (TYP.) OQDITIONIIUG Ur`.IIT 1��Od P rlA 06 Aj-j p U oo 4j-- 01t712.1 o 01t7R1 UTIO UT'C" 'TIL CISC-O ECT 1 . PA til E. Pyo.hlwllkl ^ 4'-Oft _- - - -- 2� GAUL E STEEL 0 a ! pA1..lEL- fc'aEIGE GOL prZ IN PHOToELEcT2tC SMOKE ' DE.T6CT02, (TYP). LOCATED UtJpE.R. ACCESS FLf: --�- ----------------------- ---- -- _ -- - - LEAVER, PIPE. To DIZ'(WELL(TYP.) 1 --- t� FE WaL looOLB, -- - - p F -20o LY11�1 ER - 6REAK G1A55 � '7'PIC L G 15LE CUT u'r'. STATION -Q O O O O O O O O O O I�T ! ' AT FORM FE WAL ©fsL 2 +D 5 OIL1- PM PM-200 D15CHArtC�� _.___-___... .. -.. __-- - --------- Ot ELT1ON �FM-2 a FIR SUPP b5SIO :PULL fo"r4TI r-i O NOZZL-E Lo(- 1TE 0 UWD1 ER } ACGE.5� F L R. 5 O F I S E T'E�.;' aa.-r r a•U FZ �1c, t _ — — _ Lel 5T L A I Mel r''IETAL SEAM RoOFI►�1Cs+ - SEI Ga+E GQLOR ri FI ER ERr {l caTl� RAC.. O r t • r • i • 0 i 3 DAN-R, - fes✓2o"e.A CONTIN UOS Q ALUM. (NUTTER 2Ca GAUGE STEEL PAty E L - ESE I G E CQLOp- LE Afl>=R� LEADEK Q 'JOUTW ELEV. I - LLADER @ NORTH ELEV, FLOOR, PLAKJ t �. HIP, SE(.UIZ.ITY LIGI-ITINC 3.31-°IS f�Etl+�ju�CCC -'Raw r•! 0Fsoa'f'�.4dyo� , - r k I-�-- TI � IOM �zATION SMpKE pETECTOR pHOTOELE.CTKIC SMOKE OETECToR ! 1 — 755 ew w mm eek 1743 .w I 3 r NOUk 4bOUTN ELEVATION JS , Thpj* pl6nx arp ,00, in4lrun�pn� SO ARC T of strike ono are kre praprt4 Ea F// of Ilse archil'eel. 1"Magements wiN be proseculed-, 4�v FRT (2 Gontrotlr�r she# vsri}Y,A�1 l+1d cr3fid 110"ns and r kn*nsigns and 0 rasptNlsibt✓ far. field,fit And y`, 3 qua,fiiy of wo(k: do Owonces ttirdl .be modr in behold of the I EXIT L I GH T C?'Y P) tw Oreitlor for pay enar at ne`- MS TA.L S EA-1 gleck on ,h4 pan. 6L FM-24c'> 01�{HA2GE NOZzI,E (ZcoFltilc. - 8�.,C,tE Gc�l,c'�R � �;,ryDQ•� L'>E-lrLl`-'TR.UP�E. i3OM�+IhIATIOIJ b.fA(CI.11N(� � "••..„;,• � ,r 0 D�-VIC.E i kSE.LL/bT'(CQO� COMFr++.14Yt0+.! J w ��vl1 TROLAif: COMbINAf10N IrJA12NIr.1(, i WL+rLNiF-kU DEwICE CABLE Ocrf C f� OWN Cal�Irlt,. UOU5 ALUM.CE O — C,UrTE1� (TYi7) .� SELL P-irY LIGH-ri"G ! I I �`- hECURIrY Lt�HTItJG S, cjMEW I + HOICI.J/5TRO61E CoM6+hlA'►"+oN r r �, ; b.sAKN1ti.iG IDE.YICE a-- --- 24a C■A.UGE. STEEL , IL I PA.NE.L. - bLICsE COLOR.. s f h .......... If RO Mill4- F 2 LUQ2ESEh.1T LAY-11.1 - __ - - CEILING F I�cTURE(TYP.) N + f� . . PWOT(7)E.Lr~C'RIC bM.OKE DETEC.TOIZ IONIZATION 5MOKF- DETECTOR L� o - EMLFG1:NCY LIGHT(TYP) E-AbT E �. E VAT ION KEa 'BY SCA L I/ r_ �-o„ ktf"LEC-TEQ GEI L iI�J[/��.w+�� PLAf�J - urs ^r�r rrlr ■ �wr,� ■ Pr��+Y ri i i ■ � i i i�n�.r�i i�r- i ii Ii. . A7 71, $tA I „ h-.l - h w 2- D• ` � HOt'LIZD�.ITA.L e,ARS 4,,. OF CO L UI-'11-i OF G L Ll r'I ti l 8° NI' Z rt - /4u jo LAP R-EINF L>.5 tNaw►J r, A�.IGNOR bOLTS " OIL PGLQYi©E GOlLs4l.R psARS o RETE ——--� PouREU Cor.ICRETE o„K I'-Lo4 A-Z _ ..Kjr_ -1oP_ &,DL-f F, LTYP.I WNERC hLEIIJF 15 plFt,,sob T Po41RED t I�.tG I foal Ir..IG, 3 O'� 5. I-- — '-( pREMOL.DEO P IL.L ER. _ - LAP I.ARC,ti:R SIZE �,AR.g p�ou?.ED GOIJDGR3ToI` Cv" — PiE.R, 2'-O" 2'-O"K "�'-Ca" I I .' . - A - CaRAD E E I-,(."M 3-cv''x I'-O" � d FC�u�pAT1C�N� C:Q1MJGt�I� NOTES: Wsis P©OTIWCO, 3 — ( POUR-Et7 GOW[.Ri=T�u " • 4" PoL3ftED1 ti ( -,I— I'o '� GONL •ETA 54A6 i Q.` - ° 1; -ALL FOC7i1Mt�3S TD W,&A ON U Tt D 5�OILW✓ITH A tN I +i I ►.Jim x( x�Io/10 W." o ( I D o e' MI UM VALUE L5F TONS SGQ.FT.TO J x 'T A-2 _..:"�� pWt,.D BY SES HAV"S.AJ NOVM p,NNS S'44rVl-ESN ( ° 1 Po uR>=0 GO fJG RET E 1�_O" 2 ALL ELE'VA�TONS OF FOOTINIEM L_ .- _J L— — —- Ca R-AD E t+o£.AM - CPM Pa.GT tri a Q 1 'Aria?AIAE 5U1s1> GT T4 Chtm1YGE UPUt+I IF��TION OF RAVEL I I- 3 �OON EX �G V(CAVATIC7MJ OF THE SITE ° CaRAC7E 1*Co P-E.Ir�P, bl"F-5 9. BC7TiOr'J t7FK Foolv"oS TO BE 3'-0"MINIf"um BEWW O j I 4. CCN+ RETE TO BE Ag FOLLC7Wl� a - -� 9 [SETA I L A. �.Imo. �:�c= vS►STONE - SC Al E: I/2"=1' o" 3CXJCJ t�&615Tt 7NE GONC . — I - I QDufZE D GCaNC-Rt°.TE " A-2 e,v PIER, 2'-O'" '� 2'-O" 1'-O ®. S�ON'&RAM ( I i PO uR D-o C% Z D T2-O !- B. F©LWVATION CC3["dGl�cftr TEST GYLIlVC7ERS ANG INS pIE2 2' ° " Zr_ow e O y -# 3 TIES ++ w(:p {LE IN F. WARS AND PC INC+OFCON15REIETCSBETA TI ( ( L _J J #�b TIE S tD 12}' AND TEST=AS R`(LC�CN-�• 1 I o I'_CoQ Pf. ALLlFC3RGIAi�8AR>�i 1 O SeA615 t `ADE E+O NEW OLLET L`T o STEEL. � •e: o• 7. AI.L F��INF? �S TO Be LAi�D A MINIh'NJM OF 4�O a ° ' a PC?U R.ED Cot-J C•R,BTE ` I f OIA 1R AT SPLA AND�' " " F'4�VN IREINFORC�NT TO Be - N POuRis t7 CeJ1 1C R E ^�t o 0 0 „c F DOT I NJ C-, �'-O' 3 _O "1 '!a b ASANST EARTH;ALL OTHOM TO BE 7- 4FOR Cop�poLWD ° ©HANE OI•J E.IZADEpcbr4�[r, 3' a'.�5 0"" ,' v" o ' a ° Y PC)URED CONGRE TE SL AE o o ' 4t - (s 9. W1IRE FABRIC TO $LECIIGAJ-t WEED AND T W/Gv'"cox CICS/IG WEL©ED I..IIRE IS►-� ' REIwIF, BARS ° r '� I 5-�*5 L 4ih.I G REI b A R'S 0 ° ,°< - AN VLTIMATE TW 9T14ENfy 1 H C 7Ct OCPO PSi. p o o.' ��p�y�-�,,��p - �Mtr ,'Y Y^FfL,YV,✓F P,sVa•.+^7L:e�,.��IN GRAM 5I40f,T ERI:INF BARS e , ° o DE W6TER °XC-AVATIOh I I I to AS REQUIRED ` BfAH AWD SLA#9 TO AccOMMWATE ANY ply PASSING DEI..IA,TER EXCA 'A.TIdN � 'O THROUGH.IVsRFY 71. C't1•iE�t��LD r�TO �-�S AND DIMENStON5 12, HT12ElCi URA►I-D12A�TO USED IN C ONI�N NWS Q1 I ,rte THE AACHITECTU �°iNNC.iRDETR AIR�. {O L✓�Tf--�.I L ff.WA C Uk_f EI ALL�T1NG V(CAVATIONS 1 ` i1/27: , n ARE TO BE i�IJMPEU' '�PL ACING CONtE 1 E A ICEl�'I 0 d 3 SECTIC�1�1 , SEC_7 �ot`.! SCp.LE: I-� N � SCALE: 1/2 =I'-O' A-2 IJRY UNTIL C:Oh1LiRE'C'>ts IS!vET!*MI�'%JM OF�,et Hit►5. A 2 S<.A LE= i/2"a I'-O,r A-2 #_*CpNSTMUCTION 01=SLA?5,HXCAVATE i dl i 15 t gV®RANULAR AW REMOVEALL UN+SIOAStA SON.AND FN.L MA• -. j E3IRAVEL IN MAX ML 917 t AYI EL„C E)a AND C,C71 IF C r MC*, W LY To I f3F MAX.DENSITY IN ACf: XWA� WtM ASTM th1S31- PouR-�.D cOI�c RETE I a oRADE >� A j I 5EE IJET.raIL � I-METAL. SEA•I"l RoOFIn.I:. kill . (2 Ca GAUGE STEED I-}° POURED GONC.i�ETE PRfcMC51..DEC} FILLER �" VlrQ,rL FADED 8° �, r — '; I • I wLA�i� OQM Ffw45N� BATT II�JSULATI0Q (fZ 19) L�J, 0 CoQTIIJUQU`J L — o - ALUh�IIUUJ,-Jk'` �L µ N Cot.4pA C.TED Cm RI A,VEL , A-2 = raRAD� ,;I 1 i - 6 °o• ' (°LjVZLI1J (�'-O ) r `a � I ,a I • - -r.� I - � �+c7UR.�p G.Oi.{C R ETA. ,r:_ I , r_ , .�a •� j'r•�: 4. ° •I. ( °_ Cs�R/e,.l�'E {SEAM a .b �° L — — — - 4" pj,&XT ILJSULATi0Q (R-11� L --- � L_ , — t� STEEL GIRT g' 3-4- �' N 4 sL►SpS11oEa A'2. f ACOUSTIC_ TILE C-EiLING I 0�...1 P 14., .E CtI C IKI T I-1 P-- • p,-2 ! 'SC.ALE: l/2"=Ir-fin ! 0 R_I7_oW TA.L E5ARS (� cmeas I-IC� ,i 7,55 Vftw CJOb.4EL5 SAME; SIZE � 4 �, SPA•G1r,JL., A5 WORIZC71JTAL ' r {�fd►j3�"�� 6aR5 W _._—__---- I•-'ICTAL �j@AI"1 RcapFl►.1G ° EXTEF.IOR 2(a 12 y —' _ 6 Vit J-(L FACED �— - o c ' • y �`t *r taAfl nr0, an M►strumord pATT IN SUI-ATIC71..1 (R_19) p FRED ARCH/�. ��:-'"J � • IIJTERiOR 2(o GAUGt= P,AI�IE.L of servks and are W1 pro'perty GOtilTj000US _D" of Ilya orthitect., 110tringemeMs `yZ FC ALUI"IIKJUr-I GUTTER will b4 plovacatod �C� � SEIF�cRr t� .Iiletd — - r n ¢► condit�orrs or+ld sh++rrir!i!+at►�; n �p� ---- STtrEL GIR r bt "vy o W tori o } ohA di ` '' V L.Tf•�•�,I L gWRniity o! cork Wo'.alwrt !# _'n4F' SU6PENDEC) i 'p G�E-C T 1 QG �, L�,, cof 0 rrlodll in itwor ©1 s# r z cj f^i.rJ ,taGQU4TIG 'PILE BI LIt�SCs eor�krisloi >E00 ony o0roti' ar M- A-� SC.AL�.: l/2 =1'-C>a EtAISEC3 AGGE5512�LE fLIOOR +�irj on his iparl.. �° 0 71CD� r y0 ' Ew i EXTlrRIOR 2/s GAUCaE pArlEt r STEEL F©UQDATION pLA1tE O I - ih LTE-RIoR 2Go GAUGE TV PA-WEL C� -rIQLJous °�'•� 'N �' " . 1 Rt:Iti.Ji�, GARS — " 1tJS4IL.b+Ti0�3(R-II) ,' M ::K' 4 GATT RAISED AGGES''aIEL.E FLQOK. 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TH 12/•21195 STAR BUILDING SYSTEMS P.O. BOX 94910 95-7265 CHECKED DA IE OKLAHOMA CITY, OK 73143 NOTES: ? A RobertsonCeco Company (405) 636-2010 MEMBER 2 1. FOUNDATION MUST BE SQUARE AND LEVEL. DETAILED DA TE �BUILDER: CUSTOMER: 2. ALL ANCHOR BOLTS MUST BE TRUE IN SIZE, LOCATION AND PROJECTION. J PROJECTION SHOWN MUST BE HELD TO KEEP THREADS CLEAR OF CHECKED DA IE JOLLY CONS TRUC77ON CO., INC. CABLEWSION SYSTEMS CORP, MBMA FINISHED CONCRETE. 4. THIS DRAWING IS FOR ANCHOR BOLT PLACEMENT ONLY ANO IS NOT A COP/AGUE, NEW YORK GREENPORT, NEW YORK DRAWING NO. 1 SUBSTITUTE FOR FOUNDATION DESIGN. NOT TO SCALE F11L i STAR —CL204 AT ALL PURLINS i EXCEPT CL203 LOCATION 34-0 AT FRAME LINES: 1-3 SIN —CL203 AT EACH SIDE OF PEAK 1-06_� 16-0 1-0 AT EVERY FRAME —PANELS UTILIZED FOR DIAPHRAGM BRACING do ARE INTEGRAL PARTS OF A" BULDIING S TEMS ROOF STRUCTURE. DO NOT MODIFY. C E1R EiL S C4 c"I 0 I i E Z5L (TYP) I NERAL NOTES ENGINEERING DESIGN CRI TERIA Z5R (TYP) o i OlO I 1) ROOF PANEL 26 GA. DURA—RIB -- SAND BEIGE BUILDING CODE THE STATE OF NEW YORK I I 2) WALL PANEL 26 GA. DURA-RIB -- SAND BEIGE BUILDING END USE HEADEND FAC i L I TY USE GROUP CL ASS I F I CA T I ON Cl BUS I NESS 3} LINER PANEL 26 GA. DURA-RIB -- SHELL WH1 TE ROOF DEAD L OAD 1 .8 PSF STAR MA TER I AL I xt 4) GABLE FLASH 26 GA. -- SLA TE BRONZE ROOF COL L A TERAL L OA 3. 0 PSF CE i L I NG LOAD 3 SNOW LOADS 30. 0 PSF I 5) LINER FLASH 26 GA. -- SHELL IrVH1TE firI F4WIND LOAD V = 90. 0 MPH > I I I I > 6) ALL 0 THER FLASH 26 GA. -- SAND BEIGE AL TERNA TE W!NO PROV I S I ONS MBMA / 1986 7) EA VE GU TIER 26 GA. -- SLA TE BRONZE CL ASS I F I CA T I ON OF BUILDING CA TEGORY I IMPORTANCE FACTOR WIND (l) 1 . 05 (COASTAL) (6 MILES) E 8) DOWNSPOUTS 26 GA. -- SAND BEIGE VEL OC I TY PRESSURE (0) 18. 3 PSF I � I DESIGN WIND PRESSURE (P) Q(GCP) I E BUILDING WIND ALL BU I L D I NGS DES 1 GNED AS ENCLOSED I I II AZ , l 8 DESIGN SEISMIC LOAD MMA 86 I I — o I ILOAD COMBINATIONS D + L o _ _ _ _ _ _ _ _ _ _ _ _ AO 2 - 1/4" THRU 4" O.D. RUBBER PIPE FLASH D + S I � o �./ 68 _ LINEAL FEET OF STD PROFILE EA VE GUTTER D + A N I (2 RUNS A T 34) D + W } I i 2 - 4 X 5 DOWNSPOUTS AT 12'-0 WITH ELBOWS D + 55W + A I D + S + . 5W E ONE - 6070 SMOOTH BLANK SWING DOOR W/HEAVY DUTY CYLINDER LOCK 0 + . 5S + W W/WEATHERSTRIP W/LINER FLASH O + S + W cr_ E� 136 - LINEAL FEET OF 8'-0 LINER HIGH STRENGTH BOLT T!GH TEN I NG l N ACCORDANCE W I TH THE "SPEC!F I CA T f ON FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 I I I I I BOLTS" THE TURN OF THE NUT METHOD OF I I > TIGHTENING IS RECOMMENDED, I i II I II , Z5L.(TYP) ZSR (TYP) n E1L I EtR D ROOF FRAMING PLAN JRN 5 sp. .yS. aP` o 5 >r p Z r 0621 ,o'Ro s µ?► DRAWN DATE JOB NO. Z_SEC TI QN LAP TABLE TH 12121195 STAR BUILDING SYSTEMS P.O. BOX 94910 95-7265 CHECKED DATE OKLAHOMA CITY, OK 73143 SYMBOL LAP SYMBOL LAP �4s 121221-15 A RobertsonCeco Company (405) 638-2010 MEMBER 2 AO i'-1 LAP O 3'-24 LAP DETAILED DATE BUILDER: CUSTOMER: <t> 1'-7 LAP Q 3'-7 LAP CHECKED DATE JOLLY CONSTRUCTION CO., INC. CABLEWSION SYStEMS CORP. M.BMA , � 3 4 OC 2'-1 LAP QG 4'-1 LAP COPA GUE, NEW YORK GREENPOR T, NEW YORK DRAWING No. 1 D 2'-7 LAP 24 LAP NOT TO SCALE El 12.00 3.00 rn 00 r- (o r- t CL212L CL212R J J J -i CL239L CL239R "A2/E3 " z1 2-8 2-8 3-04 ZZ Z2 Z3 Z4 Z3 ►- "C2/E3"a = CL206L "C2/E3'"a CL206R a W FIEL D L OCA TED GIR T wo = z _ WHERE REQUIRED D o o W7-4 Z2 d `iui 7-4 ~ N ' N c BC2 o O BC2 0 -------------------------------- ---- ----------------------- --- o ------,------ ---------------------------------------- ------------ 00 0 u -CL205 AT END OF -CL200 AT EACH EVERY GIRT FOR "62/E3"4 GIRT TO ENDWALL GIRT TO COLUMN COL.. CONNECTION CONNECTION -CL292 TO BE SELF- 7-,0 20-0 7-0 -CL292 TO BE SELF- TAPPED TO GIRTS AT 49 TAPPED TO GIRTS AT EACH SIDE OF COLUMN EACH SIDE OF COLUMN C13A CD4AL CD4AR C13A WSX10 W8X10 W8Xt0 W8X10 -CL255 AT EACH EAVE STRUT TO EAVE STRUT CONNECTION 1-0 16-0 16-0 t-0 ELEVA TION "3" -PANELS UTILIZED AS DIAPHRAGM BRACING do ARE INTEGRAL PARTS 3 OF WALL STRUCTURE. C13A CFt A C13A W8X10 W8X10 DO NOT MODIFY. ELEVA TION "I D cIR r o CL 400 CL 400 I GIRT ---------- _ 0, e-I CL200 �-CL200 I 1 CL 403 Nj. CL 403 6'-2 FINISH FL OOR a 6070 WALKDOOR SUBFRAMING LAYOUT r- ( ^ w ^ W CL212L CL212R (FIELD L OCA TED) C14 C14 N N N CL239L CL239R , U „A2/E3� (1) REQ D. 4 Z1 2-8 3-0. 2-8 Z2 Z2 Z3 Z4 Z3 _ 7C2/E3"4 CL206L. "C2/E3"4 CL206R cr o z o f W z O J D 7-4 w0 L5 0 V�fj 3 3 ; BC2 o BC2 0 -------------------------------- ---------------------------- ---I a ------------ ---------------------------------------- ------------ -CL205 AT END OF /� -CL200 AT EACH EVERY GIRT FOR "B2/E3"� GIRT TO ENDWAII • �i S GIRT TO COLUMN COL CONNECTION O CONNECTION -CL292 TO BE SELF- 7-0 20-0 7-0 -CL292 TO BE SELF- TAPPED TO GIRTS AT Na TAPPED TO GIRTS AT EACH SIDE OF COLUMN EACH SIDE OF COLUMN wax waxioCD4ALCD4AR w8xQwo -CL255 AT EACH.SAVE WSX1a w$x10 w$xtD w$xto STRUT TO EAVE STRUT CONNECTION 1-0 16-0 16-0 1-0 ELEVA T10N "4" ` I -PANELS UTILIZED As DIAPHRAGM BRACING & �O ARE INTEGRAL PARTS; OF WALL STRUCTURE. C13A CFI A C13A O 0 N 00 NOT MODIFY. W8X10 W8X10 ELEVA TION 72" �� •• a °2 r a n fr • •V ty 062735.1 v= O DRA IMV DATE JOB NO. TH 12/29/95 STAR BUILDING SYSTEMS P.O. BOX 94910 95--7265 CHECKED DATE OKLAHOMA CITY, OK 73143 ,fit,jq s A Roautsoncei o Company (405) 636-2010 MEMBER DETAILED DA ITE BUILDER: CUSTOMER: CHECKED DATE JOLLY CONSTRUCTION CO., INC. CABLE14SION SYSTEMS CORP. MBMA COPIAGUE, NEW YORK GREENPOR r, NEW YORK DRAWNG NO. NOT TO SCALE E2 i BEAD OF CAULK ROOF SCREWS CAP TRIM �+ AT 5-7-5 OfC LAP SCREWS TRIM FASTENERS AT 5-7-5 0/C AURA-RIB PANEL AT 2'-0 0/C ' "AJIE3"� EA VE GUTTER DURA-RIB PANEL 8'-0 DURA-RIB `� LINER PANEL ao EA VE TRIM DURA-R/B PANEL i NG 1 WALL SCREWS BASE CHANNEL AT 5-7-5 0/C WALL SCREWS I -- LINER SCREWS ` FIELD BEVEL CUT AT 1'-0 O/C AT 1'-0 OfC PANELS AS RE01D. WALL SCREWS EA VE S TRU T i - AT 5-7-5 0/C BASE FLASH NB3 + o I _ , + s 4� - GIRT • r 8'-0 DURA-RIB I DURA-RIB PANEL s LINER PANEL I , i I t "B 77�1" I "Bv" » » n (REV.) ' SEC 77ON s A21E3» SEC T1 ON B2/E3 SEC 77ON C21E3 Pp I I "821E.3-11 2'-0 LAP ELEVA77ON "3" 8'-0 DURA-RIB LINER PANEL GIR T LAP SCREWS STARSEAL SEALANT SHEETING CLIP CL293X i AT 2'-0 OIC MA 18725 (WISTRUCTURAL SCREW I STRUCTURAL SCREW SUPPORT ZEE NL 63 AT EACH END) 3 Ip pl GABLE FLASH DURA-R18 PANEL CORNER COLUMN CLIP CL205 INSIDE CORNER TRIM SHEETING CLIP SHEETING ANGLE W/(2) CL 292 S TRUC TURAL SCREWS 8'-0 DURAL-RIB , _a A T EACH PURL IN LINER PANEL-� — CLIP CL206R SMI DURA—RIB PANEL KY WALL SCREWS — -- — — — -- — S T RUC TURAL SCREW AT 5-7-5 O/CC6116. TRIM FASTENER COT BRIM FASTENERS PURLIN AT 2'-0 OIC (TYP, U.N.) A T I'-0 0/C "A3fE3' WEB STIFFENER FIELD TRIM PANEL METAL RIB FILLER CL204 AS REO D. NG73 DURA-RIB PANEL ENORAFTFR GIRT CORNER FLASH DURA-R/8 PANEL FIELD BEVEL CUT I PANELS AS RE0'D. r SEC TION "A3/E3" SEC TION "B3/E3" i I I -- BME3 "8,51E.3" D (REV.) JAN q 1 om"D "82IE3 2'-0 LAP 7� `✓ C�' ELEVA 770N "4" PQ w 'c% 0627351 rc;= O ARG S Nry l000 - 2 C}� P1 off, DRAAN DA 7F JOB NO. TH 12/21195 STAR BUILDING SYSTEMS P.O. BOX 94910 95-7265 CHECKED DATE OKLAHOMA CITY, OK 73143 A RobertsonCeco Company (405) 636-2010 MEMBER DETAILED DATE BUILDER: CUSTOMER. { CHECKED DATE JOLLY CONSTRUCTION CO., INC. CABLEVISION SYSTEMS CORP. MBMA COPIAGUE, NEW YORK GREENPORT, NEW YORK DRAWING NO. NOT TO SCALE E3 5,t8 RIDGE CAP t�,ts 5 12.00 NS 3.08 3.00 �— F69A C N5 PANEL X F 1 NS 82 FB . 00 N Q SYM ABOUT B . RIDGE F-- GENERA, NOTES g 5 FRAME CLEARANCES SHOWN ARE APPROXIMATE AND z MAY VARY DUE TO LOAD CONDITIONS. > VERTICAL CLEARANCE DIMENSIONS ARE FROM w FINISHED FLOOR. o i o FIELD LOCATED GIRT (1) REO'D. i c ' D A JAN 6 5 VERTICAL CLEARANCE AT LEFT HAUNCH 13 8-46 88 VERTICAL CLEARANCE AT PEAK = 11-816 • T P AK 16-3a Q° o HORIZONTAL CLEARANCE HAUNCH 0 E \-\O Q�0 34-0 OUT OUT STEEL CROSS SECTION AT FRAME LINE 2 s 06213 •1 O 10/o DRAWN DATE' JOB NO, TI-I 12,/22/ss57AFt BUILDING SYSTEMS ° BOX 94910. 95--'72� CHECKED DATE- OKLAHOMA CITY, 0K 73143 A RabertsonCeca Company (405) 636-2010 MEMBER �S 12 '2 PLATE SIDE TABLE SPLICE BOLT TABLE DETAUED DATE BUILDER. CUSTOMER. TY SIZE TYPE JOLLY CONSTRUCTION CO., INC. CABLEWSION SYSTEMS CORP. M8ML HIGH SIDE SPLICE QCHECKED DATE CONN. LOW SIDE A 8 X $" X 8s N/A DRAINNG AfO.. COPfAGUE, NEW YORK GREFNPORT, MEW YORK B 3 X 6" X 1-62 g X 6" X 1-6 B 8 4 X 2" A325 B&N NOT TO SCALE E'�f�- a N/A C 10 4 X 2" A325 B&N C s. X 5 X 2-28 N I la V STAR • —CL204 AT ALL PURLINS EXCEPT CL203 LOCATION 34-0 AT FRAME LINES: 1-3 —CL2O3 AT EACH SIDE OF PEAK 1-0 16-0 16-0 1-0 AT EVERY FRAME —PANELS UTILIZED FOR DIAPHRAGM BRACING dt ARE INTEGRAL PARTS . C STA" BUITDIING S YS TEMS ROOF STTZUCTURE. DO NOT MODIFY. B EIR EIL N i I ZSR (TYP) E Z5L (TYP) i > GENERAL NOTES ENGINEERING DESIGN CRI TERIA • o I O I� I 1) ROOF PANEL 26 GA. DURA-RIB -- SAND BEIGE BUILDING CODE THE STATE OF NEW YORK 2) WALL PANEL 26 GA. DURA—R/8 -- SAND BEIGE BUILDING END USE HEADEND FAC I L I TY USE GROUP CLASSIFICATION' CI BUS I NESS 3) LINER PANEL 26 GA. DURA-RIB -- SHELL WH1 TE ROOF DEAD LOAD 1 . 8 PSF STAR MA TER l AL x i Xt 4) GABLE FLASH 26 GA. -- SLA TE BRONZE ROOF COLLATERAL LOAD 3. 0 PSF CEILING LOAD 3 SNOW LOADS 30. 0 PSF 5) LINER FLASH 26 GA. -- SHELL WN1 TE N I IN I S I ON MBMA / 1986 90. 0 MPH , > I I I I i > 6) ALL OTHER FLASH 26 GA. -- SAND BEIGE AL TERNA TE WIND PRO 7) EA VE GUT TER 26 GA. —— SLA TE BRONZE CL ASS I F I CA T I ON OF BUILDING CA TEGOR Y I IMPORTANCE FACTOR WINO (I) 1 . 05 (COASTAL) (6 MILES) 8) DOWNSPOUTS 26 GA. —— SAND BEIGE VEL OC I T Y PRESSURE (0) 18. 3 PSF DESIGN WIND PRESSURE (P) 0(GCP) E BUILDING WIND ALL BUILDINGS DESIGNED AS ENCLOSED SEISMIC l C LOAD MBMA 86 DESIGN o i I ., L OAD COMB I NA T I ONS Q + L o - - - - - - - - - - - AO 2 - 1/4 THRU 4 0.D. RUBBER PIPE FL ASH D + S I _ D + A o @� 68' LINEAL FEET OF STD PROFILE SAVE GUTTER N { (2 RUNS A T 34) = D + W I i D + S + A 2 — 4 X 5 DOWNSPOU TS A T 12'-0 W1 TH ELBQWS D + . 5W + A D + S + . 5W E Do ONE - 6070 SMOOTH BLANK SWING DOOR W/HEAVY DUTY CYLINDER LOCK D + . 5S + W 0 c i i W/WEA THERSTRIP W/LINER FLASH D + S + W Q 136 — LINEAL FEET OF 8'-0 LINER HIGH STRENGTH BOLT TIGHTENING IN ACCORDANCE WITH THE "SPEC I F I CA T ION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 i i ► I i BDL TS" THE TURN OF THE NUT ME TROD OF > TIGHTENING IS RECOMMENDED. X 1 i li I � II • Z5L (TYP) Z5R (TYP) N N EIL EiR 8C r • ROOF FRAMING PLAN FEB - 21995 owruDG.DE?T OU D ly 7• J • OSP .r Qxo °P Q�ol� 0 TS R+ O� r W �y 062735.1 Z SEC I I ON LAI TA LJ L E ©RA TH D 121211$5 P.O. BOX 94910 U01e3 NO. STAR BUILDING SYSTEMS 95-7265 CNECKco DATE OKLAHOMA CITY, OK 73143 SYMBOL LAP SYMBOL LAP t2�Z21 X65 A RobertsonCeco Company 2 � (405) 636-2010 IMEAfSER A1'-1 LAP \`/ 3'-24 LAP DEtAILED DA BUILDER. CUSTOMER. ,. B� l'-7 LAP Q 3'-7 LAP CHECKED DAA. JOLLY CONSTRUCTION CO., INC. CABLEVISI0N SYSTEMS CORP. MSMA J-4!5- 4 2'-1 LAP OG 4'-1 LAP c QOPIAGUE, NEW YORK GREENPORT, NEW YORK DRAW/NG NO.. 1 �D> 2'-7 LAP I� 24 LAP NOT TO SCALE El 12.00 3.00 co r (0 r- w 00 � (o CL212L CL212R zj " v CL239L CL239R A2/E3' 11 V Z1 2-8 2-8 3-0+ Z2 Z2 Z3 Z4 Z3 "C2/E3"a CL206L "C2/E3CL206R FIELD LOCATED GIRT w w "a o: WHERE REQUIRED z ui o Z2 0 - q 7-4 Q 7-4 F BC2 a BC2 -------------------------------- ---- ----------------------- --- o ------------ ---------------------------------------- ------------ 110 u -CL205 AT ENO OF "821E3 -CL200 AT EACH EVERY GIRT FOR GIRT TO ENDWALL GIRT TO COLUMN COI.. CONNECTION CONNECTION -CL292 TO BE SELF- 7-0 20-0 7-0 -CL292 TO BE SELF- TAPPED TO GIRTS AT TAPPED TO GIRTS AT EACH SIDE OF COLUMN EACH SIDE OF COLUMN C13A CD4AL C04AR C13A -CL255 AT EACH SAVE w8xlo W8X10 w8xto w8X10 STRUT TO EAVE STRUT CONNECTION 1-0 16-0 16-0 1-0 » 1.0 ELEVA 77 ON 3 -PANELS UTILIZED AS DIAPHRAGM BRACING ac no ARE INTEGRAL PARTS 3 OF WALL STRUCTURE. C13A CF1 A C13A DO NOT MODIFY. W8X10 w8xI0 EL EVA TION 101 yp D GIRT o CL400-1A,_, ----- ----- r\\-CL400 I "7 ----- G/RT ' CL200 ------ �-CL200 �o t CL 403 CL 403 FINISH FLOOR 6070 WALKDOOR SUBFRAMING LA YOU T cL23sR (FIELD LOCA TED) n 0 n 0 n (0 CL212L N J � `�'� J CL239L "A 2/E3" U (1) REO'D. z1 2-8 2-8 3-0+ Z2 Z2 Z3 Z4 Z3 X "C2/E'3"l 3: CL206L 4C2/E3" CU06R ^ o = z of = z c � o :3 o v W 7-4 < w 7-4 3 3 N BC2 01 a BC2 a -------------------------------- ---------------------------- --- a ------------ ---------------------------------------- ------------ m u �S -CL205 AT END OF "B2/E3" -CL200 AT EACH EVERY GIRT FOR Q GIRT TO ENDWALL GIRT TO COLUMN COL CONNECTION CONNECTION -CL292 TO BE SELF- 7-0 20-0 7-0 -CL292 TO BE SELF- TAPPED TO GIRTS AT 40 TAPPED TO GIRTS AT EACH SIDE OF COLUMN 0 EACH SIDE OF COLUMN C13A CD4AL CD4AR C13A �..` Q� -CL235 AT EACH SAVE w8x10 W8x10 w8X10 w8xt0 STRUT TO EAVE STRUT 4- CONNECTION 1-0 16-0 16-0 1-0 -PANELS UTIUZED As ELEVA TION "4" �P• _ 1�O DIAPHRAGM BRACING & v 3 7 � ` ARE INTEGRAL PARTS Q -0 OF WALL STRUCTURE. C13A CFt A C13A PQ F RU DO NOT MODIFY. w8x10 w8x10 fi ELEVATION "2" ' r w 06273 o � DRAWN DA TE JOB NO. TH 12/21195 STAR BV11.OI�VG SYSTEMS P.O. BOX 94910 I CHECKED DA IE OKLAHOMA CITY, 01c 73143 9J_7'265 +cam j2)-it s A Robe►tsonCeco Company t+ t (405) 636-2010 MEAiBF..I? DETAILED DA TE BUILDER.• CUSTOMER: CHECKED DA 7E JOLLY CONSTRUCTION CO., INC. CABLEWSION SYSTEMS CORP. MBMA GOPIAGUE, NEW YORK GREENPORT, NEW YORK DRAWING NO NOT TO SCALE BEAD OF CAULK ROOF SCREWS CAP TRIM �3 AT 5-7-5 O/C LAP SCREWS TRIM FASTENERS ATS-J-5OIC DURA-RIB PANEL AT 2'-0 O/C "AJ/EJ"a EA VE GUTTER DURA-RIB PANEL 8'-0 DURA-RIB LINER PANEL _ EA VE TRIM DURA-RIB PANEL BASE CHANNEL _ NG1 WALL SCREWS ', r AT 5-7-5 O/C LINER SCREWS WALL SCREWS ' FIELD BEVEL CUT A T 1'-0 0/C AT 1'-0 O/C PANEL S A S REQ'D. WALL SCREWS EA VE S TRU T i A T 5-7-5 O/C BASE FLASH o r r GIRT NB3 t 8'-0 DURA-RIB J t DURA-RIB PANEL s LINER PANEL r t r t r vv "B3/E3" i "B3/E3" ' SEC TION "A2/E3" SEC TION "B2/E3" SEC TION "C2/E3" (REV.) r r t t t r r "'B2/E3 2'-0 LAP ELEVA TION "3" 8'-0 DURA-RIB LINER PANEL I LAP SCREWS STARSEAL SEALANT GIRT A T 2'-0 0/C MA 18725 SHEETING CLIP CL293X (W/S TRUC T URAL SCREW r___ STRUCTURAL SCREW GABLE FLASH SUPPORT ZEE NL63 A T EACH END) jt t0 O r DURA-RIB PANEL CORNER COLUMN CLIP CL205 INSIDE CORNER TRIM SHEETING CLIP SHEETING ANGLE W/(2) CL292 • STRUCTURAL SCREWS — — — _. — 8'-0 DURA-R18 12 AT EACH PURLIN LINER PANEL A_a - CLIP CL206R t DURA-RIB PANEL WALL SCREWS cy _ AT5-7-5O/C STRUCTURAL SCREW r — — - - - p TRIM FASTENER TRIM FASTENERS PURLIN p A YP� U " A3/E3"a C AT 1,-Q O/C WEB STIFFENER FIELD TRIM PANEL 'D METAL RIB FILLER CL204 AS REQ . NG73 r _ DURA-RIB PANEL ENDRAFTFR GIRT DURA-RIB PANEL CORNER FLASH t - FIELD BEVEL CUT PANELS AS REO'DI. t SEC TION "A3/E3" SEC T70N "B3/E3" lqzo r t t i t v "B3/E3" B (REV) t r r t t 1 - t t Nlz� 82/E3 2'-0 LAP / �� '• ELEVA TION "4" PQe ��• P Kofi O Z 06273 •1 v= DRAWN DATE JOB NO. IN 12121195 STAR B !fl f'1 NG SYSTEMS P.O. BOX 94910 CHECKED DA 7E STAR VVILVi V J iG11r1.7 ��OMA CITY. OK 73143 95-7265 i A RobertsonCeco Company (405) 636-2010 MEMBER DETAILED DATE BUILDER: CUSTOMER: CHECKED DATE JOLLY CONSTRUCTION CO., INC. CABLEWSION SYSTEMS CORP. MBMA COPIAGUE, NEW YORK GREENPORT, NEW YORK DRAWING NO. NOT Tp SCALE EJ x,,156 1 RIDGE CAP 3�t 12.00 NS 4 3.001 C s , NS gg1 PANEL X NS 82, F8� Rti A 00 i cv � SYM ABOUT RIDGE _ GENERAL NOTES 4 FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO LOAD CONDITIONS. a VERTICAL CLEARANCE DIMENSIONS ARE FROM w FINISHED FLOOR. 0 i 0 FIELD LOCA TED GIRT (1) REO D. i n ' VERTICAL CLEARANCE AT LEFT HAUNCH = 8-48 88 VERTICAL CLEARANCE AT PEAK = 11-816 HORIZONTAL CLEARANCE HAUNCH TO PEAK = 16-3a V7 0 o 34-0 OUT/OUT STEEL Q� O' O PQe� CROSS SECTION AT FRAME LINE 2 F 0 0 � a Y CN ww 0627 5-1 yr A f 'C s N� l DRAWN DA 7E J08 NO. rH 12/22/95 STAR BUDDING SYSTEMS P.O. BOX 94910 95--7.265 CHECKED DA 7E OKLAHOMA CITY, OK 73143 A RobertsonCeco Company 22 (405) 636-2010 MEMBER 1 PLATE SIZE TABLE SPLICE BOLT TABLE DETAILED DA7F BUILDER: CUSTOMER: CONN. LOW SIDE, HIGH SIDE SPLICE QTY SIZE TYPE JOLLY CONSTRUCTION CO., INC. CABLEVISlON SYSTEMS CORP. MBMA. CHECKED DA TE A 8 X 8" X 88 N/A .. 1 g g 3 A325 B&N COPIAGUE, NEW YORK GREENPORT, NEW YORK DRAW7lYG N4. B 8 X 6 X 1-62 8 X 6 X 1-6 4 X 2 Nor ro SCALE E41L C 8 X 6" X 2-28' N/A C 10 4 X 2" A325 B&N