Loading...
HomeMy WebLinkAbout28942-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29738 Date: 09/29/03 T}{IE CERTIFIES that the building ADDITION Location of Property: 550 MAIN RD LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax ~ap No. 473889 Sectlo~ 127 Block 2 Lot 2.1 Subdivision Filed ~p No. Lot No. -- conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 30, 2002 pursuant to which Building Permit No. 28942-Z dated NOVEMBER 25, 2002 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 ADDITION TO AN EXISTING GREENHOUSE AS APPLIED FOR. The certificate is issued to TPC-LLC of the aforesaid building. {OWNER) SUFFOLK COUNTY DEPARTMENT OF ~ALT~ i%PPROVAL N/A ELECTRICAL CERTIFICATE NO. 1138575 08/08/03 PLUMBERS CERTIFICATION DA'£~u N/A -+/h~lgnature Rev. 1/81 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. 28942 Z Date NOVEMBER 25, 2002 Permission is hereby granted to: TPC-LLC PO BOX 616 LAUREL,NY 11948 for : CONSTRUCTION OF A GREENHOUSE ADDITION AS APPLIED FOR at premises located at 550 MAIN RD LAUREL County Tax Map No. 473889 Section 127 Block 0002 Lot No. 002.001 pursuant to application dated OCTOBER 30, 2002 and approved by the Building Inspector to e~ire on ~3kY~~ Fee $ 150.00 ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTttOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, indnstrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from amhitect or engineer responsible for the building. 6. Submit Plalming Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings attd "pre-existing" laud uses: 1. Accurate survey of property showing all property lines, streets, building and dnusual natural or topographic features. 2. A properly cmupletcd al)plication and cnnsetlt lO inspect sigued by tile applicant. Ifa Certificate o£ Occulvancy is denied, lite Building Inspector shall state Ihe icasotls therefor itt writing to the applicant. C. Fees 1. Cetlificate of Occupancy - New dwelling $25.00, Additions to dwelliog $25.00, Alterations to dwelling $25.00, 3 4 5 Swimmiog pool $25.00, Accessory building $25.00, Additions lo accessory building $25.00, Businesses $50.00. Certificate of Occupancy on Pre-existing Building $100.00 Col)5, of Certificate o£ Occupancy - $.25 LlpdatedCcrtificaicoi'Occupancy $50.00 Temporal;' CertiFicate (~fOccupancy- Residential $15 00, ('omme~cial $1500 House No. New Construction: Location of Property: Ohl or P~e~existing Builcling: Owner or Owners of Property: ~/'~/oC Suffolk County Tax Map No 1000, Section Subdivision Permit No. ~-8 9 ~42. ~ ~. Date of Pe~it. Health Dept. Approval: Pla~ing Board Approval: Request for: Tempora~ Ce~ificate Fee Sub~tted: $ ~O, oo (check one) Stleet Hamlet I[? Block ~ Lot ~-, Filed Map.. Lot: I% I%.~ I o ~.- Applicant: Underwriters Approval: Final Certificate: (check one) Applicant Signature 8Y THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 Upon the applicat on of CERTIFIES THAT Located at upon premises owned by WILDWOOD ELEC. P.O. BOX 808 18-4 STREET WADING RIVER, N.Y. 11792, 600 LAUREL LN LAUREL, NY 11948 Application Number: 1138575 Section: Block: BEDS & BORDERS tNC 600 LAUREL LN LAUREL, NY 11948 Certificate Number: 1138575 Lot: Building Permit:28942_7 BDC: NS11 Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, green house, Outside, was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was found to be in compliance therewith on the 8th Day of Aogust, 2003. Miscellaneous 3-roof vent motors Alarm and Emergency Equipment Exit Light Appliances and Accessories Furnace Wiring and Devices Receptacle Fixture Fixture Receptacle Switch QTY Rat~c Ratinq Circuit Type i 0 6 0 Gas 21 0 General Puq~ose 20 0 Incandescent 12 0 Fluorescent 7 0 GFCt 6 0 General Pm'pose seal I of' 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BUILDING PERMIT EXAMINER CHECK LIST APPLICANT: ~.t~ DATE REVIEWED: /~ /: /. DATE SUBMITTED: ,o/~*o/a SCTM# DISTRICT: 1,000, SECTION: STREET ADDRESS: goo PROJECT DESCRIPTION: ESTIMATED PROJECT COST:~fL'?oo/d BLOCK: ~ ,LOT: CITY: ~ ~CHITECT~~: FAST TRACK? '') . SINGLE & SEPARATE CERTIFICATION-REQUIRED? )~/u NOTES: ~ LOTS 40,000SF -I 00-24. Lot recognifion.(CREATED before June 30, 1983), UNDEILqIZED LOTS FROM JAN.1997 100-25 Merger (A n0nconf0m~ing at any time aRer 5 ZONING DISTRICT: ~ CONFORMING? ¥~--~ REQ. LOT SIZE: ~o?;o ACT. LOTSIZE:Oqqlrt~REQ. LOTCOV. c>~), ACT. LOTCOV. REQ. FRONT~ PROP. FRONT -/REQ SInE ~Z)/ffo-" ACT. SIDE REQ. REAR O 5~ PROP. REAR ~ REQ.'HEIGHT PROP. HEIGHT WATER FROI¥-T? ,K/tJ /DESCRIPTION: ~ - PANEL #: ~__ FLOOD ZONE,~_~, APPROVALS REQUIRED SUFFOLK COUNTY HEALTH~E, PT: YES o~ED/4):__ TOWN SEPTIC RECEIPT: Y ~ NEW YORK STATE DEC: pv, z4mc 9J~t*s YES SOUTHOLD TOWN TRUSTEES: YES o~ TOWN ZONING BOARD APPROVAL: YES or,~ TOWN PLAN. BOARD APPROVAL: YES TOWN HISTORICAL PRE (SPLIA): YES lqYS ENERGY: YES OR~: ~ EGRESS (18 H min.? 4 sq~total) ~ VENT (SQ. Fr. x 4%) BUILDING PERMITS OPEN/EXPIRED: BP I-IAVB PRE CO'S: Y OR N BP NOTES: DTE: / / PERMIT #:RI0- -Z / C/0 Z- -Z / C/0 Z- LIOHT (SQ. Fr. x 8%) ~/,~ FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF TOTAL: _,~/,_~'(:5~ SF 1. (~%,3c:o .SF)- ( SF)= SF X $__=$ 2. ( SF)- (SF)= SF X $__=$ +$ +$ INIT FEE +$ +$ OTHER TOTAL FEE__~ FIELD INSPECTION REPORT DATE COMiVI~NT~' ~OtmD~Tio~ (~sr) FOUNDATION (2ND) ' ~S~A~ON P~ N. Y. STA~ ~GY CODE - -// / ·OWN SOUT..O' O· - L TOWN HAL SOUTHOLD, NY i197L.~ TEL: (631) 765-18~ FAX: (631) 765-9502 www. northfork.net/Southold/ PE~IT Exomined ~, 20 Disapproved ~c ~__~__~__ BUILD1NO PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 3 sets of Building Plans Planmng Board approval Surv%( Check Septic Form N.Y.S.D.E.C. Trustees Contact: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20O2- a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on prem/ses, relationship to adjoin/rig premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a penNt shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not conanenced within 12 months after the date of issuance or has not been cmnpleted within 18 months from such date. If no zoning amendments or other regulations affecting the pro/~erty have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Buildiug Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~e~ ~ ~ofd~r-g, ~ ¢~ (~igna[ure of~plicant or ~a~me, if a corporatlon) (Mailing address of applicant) t State whether applicm~t is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If appJica~t~ tjs a~ corporati9~ sigmature of duly authorized officer · (Name and t~le ofco/~Jorate offic'e~) ~- -~ Builders License No. Plumbers License No. Electricians License No. Other Trade's License N.o. 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section ) 2./'~ Subdivision Hamlet Lot O 7_, I lg;2, LDt ·' , Block 0 7_ Filed Map No. (Name) State existing use and occupancy of premises and intended use and occupancy_of propo~e~l cohstructign: a. Exi~ti. ng use and occupancy. ~ (t Ct ) [,:~t.J C ~ tg~~t3~'O%~. ~ [e--gO-[ ~., b. Intended use and occupancy_ Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost Addition Other Work Fee If dwelling, number of dwelling units If garage, number of cars Alteration (Description) (To be paid on filing this application) Number of dwetling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. _d~ f!Gt) Dimensions of existing structures, if any: Front ,~. Rear o~t ~ Depth ~ Height t~ ' Number of Stories [ Dimensions of same structure with alterations or additions: Front ~ Rear Depth '~ ~ I Height ~ ~ / Number of Stories ~/ O Rear_./~5"~, ~O .Depth O Number of Stories ~ Nmne of Former Owner 10. Date of Purchase _Depth 9 9~ / 8. Dimensions of entire new construction: Front Height lb 9. Size oflot: Front JO~t.~ ' Rear 'q -7 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO~r 13. Will lot be re-graded? YES ~ NO W~ill excess fill be removed from premises? YES NO ~ pv M,/ qe. H..a.t p, 14. Nmnes ofOwnerofpr~ise~O ,1~_~. Address 07~ ~.[/5 ~oneNo. ~q~ 0/~ Nmne of Architect Address Phone No Name ofContractor~-Od¢~,-~ .~'~'D- Address ~'5-~ ~ ~rt~S]'- Phone No. ~OO 15 a. Is this property within 100 feet cfa tidal wetland or a freshwater wetland? *YES __NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUI~ED. b. Is this property within 300 feet cfa tidal wetland? * YES__ NO/~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF 'r20~-F-~ (iX/ath~ o~ indi~dual sigr~g contract) above named, (Contractor, Ag~}t, Corporate Officei', etc.) of said owner or owners, and is duly authorized to perform or have perfolTned the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~ dayof -~,t~-. 20~,~_ Notary Public Signaturgof ~pplid0.~ SUSAN M. BEEBE NOTARY PUBLIC, State of New ~ No. 01BE6034222 Qualified in Suffolk Countv {~e~sion Ex,oires December Ii6, "~" N SCALE f'=50' ~k,.-~'~ ~' OCTOBER 2, 1997 SURVEY OF PROPERTY $ITU`4 TED .4 T LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-127-02-02.1 DECEMBER 16, 1997 ADDED SANITARY DESIGN MARCH 2, 1998 FINAL SURVEY AREA = 646,859.15 sq. fl. 14.850 cc. CERTIFIED TO: COMMONWEALTH LAND TITLE INSURANCE COMPANY FIRST PIONEER FARM CREDIT, ITS SUCCESSORS AND OR ASSIGNS '% NOTES: 1. S.C.D.H.S. REFERENCE No. C10-97-10 2. WELL & SEPTIC SYSTEM MEASUREMENTS AS PER S.C.D.H.S. H~_AuH .-, - GLASS GREENHOUSE N.¥.$. Lic, No, 49866 Joseph A. Ingegno Land Surveyor PHONE (518)727-2990 Fax (516)722-5093 DRAWING INDEX 2.0 2.1 3.0 4.0 GABLE ELEVATIONS GABLE SECTIONS SIDEWALL ELEVATIONS BAR JOIST DETAILS GREENHOUSE CONTRACTOR ROUGH 5513 BROTHERS, INC VINE STREET CINCINNATI, OH 45217 ( a Oa 0 - 00- a4a --7351 GENERAL STRUCTURAL NOTES PER BUILDING CODE OF NEW YORK STATE SECTION 101,2 EXEMPTS PRODUCTION GREENHOUSES DUE TO: BUILDINGS USED SOLELY IN THE RAISING, GROWING OR STORAGE OF AGRICULTURAL PRODUCTS ARE EXEMPT ASCE 7-98 1. STRUCTURE DESIGN LOADS: TRUSS MIN. DESIGN LIVE LOAD = 16 PSF DEAD LOADS: A STRUCTURE 3.0 PSF B. GLAZING 2.0 PSF C. HANGING 5,0 PSF U Fi~ ~j~.rR, IT ER S CERTIFICAIE REQUIRD ,? J~PROVEDAS NOTED .... )JOT~UILDING DEPARTMENT AT Te8.t802 g AM TO 4 PM FOR THE ~OLLO~NG INSPECT15NS: ~, FOUNDATION · TWO REGUIREG FOR POURED CONCRETE ROUGH · FRAMING & PLUMBING ~, INSULATION & FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALI. CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY ~ODESo ROT RESPONSIBLE FOR DF. SIGN OR CONSTRUCTION ERRORS OCCUPANCY OR USEIS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY 2 WIND LOAD: A. MAIN WINDFORCE - RESISTING SYSTEM: 90 MPH 2. SNOW LOAD: A. GROUND SNOW(Pg) :20 PSF, Ce=0.9 & Ct-O,85 FOR CONTINUOUSLY HEATED GREENHOUSE B. ROOF SNOW (Pf)- 0.Tx Ce x Ct x 1.0 x Pg 1. EPOXY ADHESIVE SHALL BE HILTI HIT HY-150 MANUFACTURED BY HILTI, INC, (ICBO #5369) (COLA #25365) (SBCCI #9930), INSTALL BY MANUFACTURER'S RECOMMENDATIONS, SUBSTITUTIONS MAY BE CONSIDERED. SUBMIT MANUFACTURER'S DATA PRIOR TO INSTALLATION. SPECIAL INSPECTION REQUIRED, 2, THREADED RODS SHALL BE ASTM A307. SIZES AND EMBEDMENT AS INDICATED ON DRAWINGS, HOLES FOR INSTALLATION OF THE THREADED ROD OR REINFORCEMENT BAR MUST BE DRILLED USING A DR!LL SIT THAT COMPLIES WITH ANSI B212.15-1994 HOLES MUST BE CLEANED OF DUST AND DEBRIS, USING A WIRE BRUSH AND COMPRESSED AIR AS REQUIRED TO REMOVT PARTICULATE DEBRIS AND TO ACHIEVE A RELATIVELE DUST-FREE SURFACE, 1. EXPANSION ANCHORS SHALL BE MANUFACTURED BY RAWL (ICB0#5225) AND SHALL BE THE TYPE, SIZE, AND EMBEBMENT INDICATED ON DRAWINGS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SUBSTITUTES MAY BE CONSIDERED; SUBMIT MANUFACTURERS DA1A PRIOR TO INSTALLATION. SPECIAL INSPECTION REQUIRED. 2. ALL BOLTS SHALL BE ASTM A 325 GRADE# 5 OR BETTER, AND 3. SHALL BE THE TYPE AND SIZE INDICATED ON DRAWINGS. ALL HOLES SHALL BE BOLT DIAMETER + 1/16" MAX. SELF DRILLING FASTENERS SHALL BE TEK# 12X1". INSTALL PER MANUFACTURER'S SPECIFICATIONS. ~'I~UCI~IRAL ~;T~EL AND ALUMIHUM 1. ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO AISC SPECIFICATIONS FOR "DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", LATEST EDITION OR THE "SPECIFICATIONS FOR ALUMINUM STRUCTURES." 2. FIELD CONNECTIONS SHALL BE BOLTED EXCEPT WHERE WELDED CONNECTIONS ARE INDICATED ON THE STRUCTURAL DRAWINGS. 5. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS B1.3 LATEST EDITION]. 4, MATERIALS: A, ROLLED SHAPES AND PLATES, OTHER THAN W-SECTIONS: ASTM A,36 B. TUBULAR SHAPES: ASTM ASO0, GRADE C. C, FIELD BOLTS: ASTM A449 OR ASME J429 GRADE 5, 1/2" DIAMETER. ASME J429 GRADE 2 FOR 1/4" AND 5/8" DIAMETER. D. ANCHOR BOLTS: ASTM A507 OR A56. E. ALUMINUM SHAPES ALLOY 6061-T6. ALUMINUM CLAMPS ALLOY 6065-T6, G. COLD FORMED STRUCTURAL SHAPES: ALL PURLINS A655 GRADE 55 6, METAL ROOF PANELS: RWP PANELS 4" THICK CONFORMING TO ASTM A653, GRADE 50 7. METAL WALL PANELS' IPP PANELS 21/2" THICK CONFORMING TO ASTM A653, GRADE 50 1, PAD CONSTRUCTION, FOUNDATION EXCAVATION, AND TRENCH BACKFILLING PER THE PROJECT 2. GEOTECHNICAL REPORT [CBC 1701.5.15] 5. STRUOTURAL CONCRETE f'c=5,DOO psi, [CBC 170,5.1] 4. EPOXY INSTALLED ANCHOR BOLTS [CBC 1701,5,15] 5. STRUCTURAL WELDING [CBC 1701.5,5~ 41'-0" (TYP,) v 10'-3" (TYP, EACH PEAK) NO. ® ® ® ® ® ® ® ® ® ® © @ TS 4x4xllgo, GALV, GUTTER/BJ POST T/O POST ELEV, = 16'-0" OVERALL LENGTH = 18'-6" LG,) DETAIL #1 TS 4x4xllga. GALV, GUTTER/BJ/SWAY POST T/O POST ELEV, = 16'-0" OVERALL LENGTH = 18'-6" LG,) DETAIL #1 TS 2x4xllgo, GALV, GABLE/GUTTER POST T/O POST ELEV, 16'-0" OVERALL LENGTH = 18'-6" LG,) DETAIL #2 TS 2x4xllga, GALV, B.J, STUB GUTTER POST T/O POST ELEV, 16'-0" (OVERALL LENGTH = 111/4" LG,) TS 2x4x119o, GALV. GUTTER/BJ POST T/O POST ELEV, = 16'-0" OVERALL LENGTH 18'-6" LG,) DETAIL ~2 TS 2x4xllge. GALV, UNDER BJ POST T/O POST ELEV, = 12'-9" OVERALL LENGTH 15'-3" LG,) DETAIL #2 TS 4x4xllga. GALV, DOOR POST T/O POST ELEV, = 8'-41/4" OVERALL LENGTH 10'-101/4" LG,) DETAIL #1 TS 2x4x119a, GALV. GABLE/GUTTER/SWAY POST T/O POST ELEV. = 16'-0" OVERALL LENGTH = 18'-6" LG,) DETAIL #2 TS 2x4xllga. GALV. GUTTER/BJ/SWAY POST T/O POST ELEV, = 16'-0" OVERALL LENGTH = 18'-6" LG,) DETAIL #2 TS 2x4xllgo, GALV, UNDER BJ / SWAY POST T/O POST ELEV, = 12'-9" LENGTH = 15'-3" LG.) DETAIL #2 TS 4x4xllge, GALV, DOOR POST T/O POST ELEV, = 11'-8" 'OVERALL LENGTH = 14~-2'' LG,) DETAIL #1 TS 2x4xllgo. 6ALV, DOOR POST T/O POST ELEV. = 7'-2" OVERALL LENGTH = 9'-8" LG,) DETAIL #2 1 50 3 5 TS 4" x 4" 11go. STEEL POST TS 2" x 4" llgo. STEEL POST FIN, POST DEPTH VARIES- CONCERTE PIER /FOOTING BY OTHERS GRADE (MIN,) 0 FIN, GRADE POST DEPTH VARIES CONCERTE PIER /FOOTING BY OTHERS PIER DETAIL #1 SCALE: 3/4"=1' PIER DETAIL #2 SCALE: 3/4"=1' REVISIONS Total Greenhouse Service: Design * Fabricotlon * Instollotion * Parts * Repair Service MASTER PLAN LAYOUT Checked By Dote ROUGH BROTHERS, INC I 5513 ViNE STREET CINCINNATI, OH 45217 (515)242-0510 SCALE 1A6'=1' GREENHOUSE FOR BEDS & BORDERS, INC, LAUREL LANE LAUREL, NY. DATE DRA~ BY CONTRACT NO. ~££¥ NO. 09-26-02 KVM XX 1.0 EXISTING '0 POST ALUM. H-SPLICE 8mm. TWiN WALLED POLYCARBONATE -STRUCTURED SHEET 471/4" w TO EXTEND APPROX. 12" BELOW GRACE OPEN ROOF STRUCTURE 60" AUTOMATIC VENT GLAZED ' 8mm POLYCARBONATE -2" SQ, GIRT T/O POST IN, GRADE EXISTING POST 1'-0" 125'-0" (TO END OF EXISTING HOUSES) 123'-0" P 5-0 C: 4'-111,~" la 10'-3" 41'-0" (TYP,) (TYP,) EAST GABLE ELEVATION SECTION ~ SCALE: 1/8"=1' (5 HOUSES FIN, GRADE~ rRO~ T/O GRI U,N,O. POST 8mm. TWIN WALLED POLYCARBONATE STRUCTURED SHEET 471/4'' w EXTEND APPROX. 12" BELOW GRADE OPEN ROOF ALUM. H-SPLICE- 2" SQ GIRT STRUCTUR ALUM. N...~. _G_RADE hALL DIMENSIONS ARE TAKEN IIrROU T/O GIRT U.N.O. WEST GABLE ELEVATION SECTION (~ SCALE: 1/~"= 1' 10'-3" I (TYP.) 41'-0" 41~-0" 123'-0" HOUSES @ 41'-0") 41'-0" 48'-0" (EXISTING BUILDING) 10'-0" x 8'-0" SLIDING DOOR GLAZED w/ 8mm POLYCARBONATE- (SEE DWG, #6.0) H-SPLICE MORTON BUILDING OPEN ROOF STRUCTURE 2" SO GIRT H-SPLICE 8mm, TWIN WALLED POLYCARBONATE STRUCTURED SHEET 471/¥' w TO :ND APPROX. 12" BELOW GRADE WEST GABLE ELEVATION SECTION (~ SCALE: 1/~1"=1' 10'- 5" 41'-0" 48'-0" (EXISTING BUILDING) 3'-6" x 7'-0" STEEL PASSAGE DOOR (SEE DWG. #6.1 FOR SECTIONS) 41'-0" 123'-0" HOUSES @ 41'-0") I. 10'-3" 41'-0" (TYP.) FIN, GF~ADE REVISIONS Total Greenhouse Service: Design * Fabrication * Instollotion , Parts * Repair Service ~ GABLE ELEVATIONS ROUGFI GREENHOUSE FOR BEDS & BORDERS, INC. BROTHERS, lNG LAUREL LANE ch, kod I I LAUREL, NY. 5513 VINE STREET SCALE DATE DRAWN DY CONTRACT NO, SHEET NO CINCINNATI, OH 45217 1/8"=1' (513)242-0510 1-800-54,3-7351 07-24-02 TOH XX 2.0 .. 2" SQ. 15g0. GALV. ~ ~_ I / 4" SO. GALV. S EEL GABLE GIRT I c~ I I , x STEEL OVERHEAD ~ I I z W Smm POLYCARBONATE I DOOR [-- ~ I , x I I o ~~~~ SIDEWALL PANEL~ I~ -- -- -- i I ~ ~ I 2" SQ, 15ga, GALV, I -- ~ 2" I o ~ ~ I O STEEL SIDEWALL GIRT I I TS 4" x 11ga, GALV,~ I ~ O I ~1 GUTTER/GABLE POST ~ ~ ~ ]~:~ o I I ~ 2" GALV. TUBE GIRT ~ I I 2" SQ. ALUM. I ~'~_ ~o~ ~ ~ I~ II ~ ~ ~ ti ~1 GIRT ~ GIRT CLAMP I ~ I I ~ ~ ~ ~ ~ GIRT ~ I ~12 x 1" HEX HD, ~ ~ ~ ~ x I 1" I ~ I ~12 x H.H. TEK I TEK SCREW ~ . z / ~ I I I TS 4" x 2" llgo. GALV.~ ~ X ~ ~ z I ~12 x H.H. TEK I I I I STEEL CORNER POST ~ ~ i~~ ~ ~ ~1 ~ SCREW (TYP) I ~ I o I I I ~ I I ~ 2" I ~ ~ ~ I ~ i~ ~ 2" TUBE STRAP x LC. / I 2" SQ, ALUM. ~' ~ ~ o 1" I .g ~. GIRT CLAMP~ ~ ~ m ~ I 2" TUBE STRAP x LC.~ I IN EACH LEG (TYP.) I I ~ CUT CORRUGATED 2" I I w/(1) ~12 x TEK SCREW~ I OUT AROUND GIRT { ~ TEK SCREW IN EACH LEG (TYP,) I ~ I o STEEL GABLE ~ I ~ ALUM. DOUBLE H~,, I / 8mm. CLEAR POLY- I ' ~ I I ~ ~ ~ 8mm DOUBLED WALLED/~ I I / · ~zT HEX HD, TEK SCREW ~ 2" SQ. ALUM, I 21/2" x 21/2" x 1~" ~PANEL STRUCTURED GLAZING~ I I / I TEK SCREW x / ~ ~ ~ ~/ I '"7 .......... , , ~ H-SPLICE POST 23/4" x 67~" x 1A6" ~ ~ TEK SCREWS IN EACH LEG TYP, ~ I ~ I ~ ~ II ~ ~ [ ~ SPLICE w/J12 x 1''~ ~ , I I I ~ ~ ~~ OI~T___ "- ' ' HEX HD, TEK SCREW ~ ~ ~' ~ T/O GIRT I I SECTION [ / ~12 x 1" TEK SCREW I ~12 x 1" H.H. TEK I - ~ ~ ~ 2" SQ. 15go. GALV. I 1'-9" 3" ~- ~ ~- - - m . 1" SCREW (TYP) I I ABOVE VENT ~ ~ ~ [~ ] '. ~::~ ' SO. ALUM, ~ [ I "x 2" 11ga, GALV, GIRT CLAMP I 2" ~ I STEEL CORNER POST ~ 8mm VENT TOP RAIL Iii II w/(1) TUBE~12 xSTRAPI" TEKX SCREW ~2" LC, ~ Ii J[ ~ POS' I I IN EACH LEG (TYP,) I I I 10'-3" (TO ~ OF NEXT POST) ~10 x 1/2" SELF-TAPPING ~ ~ ~ j I I J SCREW G 9" O,C, ~ ~ ~ Ezl ~ I I Btam DOUBLED WALLED I i I I I I I I STRUCTURED GLAZING ~ '~[ bi ii; I I I j I PANEL. 471~" WIDE gram POLYCARBONATE II I I I I I I I SCALE: 6"=~' VENT PANEL~ [ I I I I I I ii ilI i I ~ I I, II ~1 I I I ~ ~ II II I I I ~ I I 1/2" METAL SCREW BAR /~lc~l I ~ II I LENGTH = 591~'' J ~ I I PART ~: 5252-288000 I I I ~ I I POLYCARBONATE II I I I ~ SPLICE (4'-0" O.C.) FIELD~ I~ ~ j I~ GIRT CUT TO LENGTH FROMlaI ; BAR CAP I~ I I I r~ I LENGTH = 591~" ~l I I I ~ I I 24'-0" LENGTHS ~, I PART ~,,5o7o-288ooo~11 I I I I I : I I ii Ill I I I I ~: I I J [ I I II , ~ 8mm POLYCARBONATE ~~~ ~d~ ~ ~ E.P.D.M. ~UL~ O~S~ ~ ~ ~ ~ ~ I I~ I I I I ~ 2" SQ. 15go. GALV.~ i ~ I - I I I I ~ I ' '~' ' STEEL SIDEWALL GIRT ~ i ~ I - ~ ~ ~ ~ II T/O GtRT II II o ~ 2 SQ. ALUM.~ ~ ~ - ~ 8mm SIDE VENT__ I I I ~12 x 1" HEX HD. ~ [ _ ~ m ALUM. SINGLE ~ = I J TEK SCREW ~ . ~ ~ ~__~ H-SPLICE ~ TS 4" x 2" 11g~. GALV.~ ~ .... ~ ~ . m ~ I ~- =_ ~12 x 1" HEX HD. ~~l~ I o GUTTER/CABLE POST I TS 4 x 2 11g~. GALV. ~ X ~ ~ , x I - ~ TEK SCREW 8mm. CLEAR POLY- ~ .~ ~ ~ ~ OI~T ' I x ~ ~ ~ STEEL GABLE GIRT - / ...... ~CARBONATE GABLE 2" x x x 1" ~~ ~1 II - u ~CONT. ALUM. ANGLE ~ VENT GIRTS ONLY [AC135-2004] I g I [AC135-2004] ~ ~ ~ ~ ~ ~ 2" SQ. ALUM. I - PART~ 5131-288000 I I ATTACHED~12 x 1" H.H.TO GIRTTEK SCRE~ ~ ~ POST~ ~~ ~ ~ ;' ~ ~° , ~ / GIRT CLAMP ~ II ~- ~,/ ~ J[ Jzz~l I T/OGIRTII II [2GT12X100HH] ~ ~ ~ ~--- ~ ~~ , ALUM. DOUBLE H- / ~ II II ALUM, /~ --~' ~ ' I ~-- ~ HEX HD, TEK SCREW "/ II II ~ I I I FIN.GR / ~ I ~ ~ ~ ~12 X 1'' HEX HDI ~ ~ I~ ~I ,' ; I I TEK SCREW /~ I~ / [ ~zz~ I ~ III Iii ~ ~ ~ ~ I [ ~1~ ............... , , , . ~A-x 67~-x 1~- ~ , ' ____ ~ ~ T~ SC,ET I I SECTION I ~ ALUM. CORNER FLASHING/ POST ~ ~ ~ L ' SQ. ALUM, ~ j FiN. GRADE 8mm POLYCARBONATE~ /~ "x 2" 11g~. GALV. GIRT CLAMP III IIII II II GABLE ~NT PANEL _ _ _ / ~ BAR · CAP I STEEL CORNER POST "~"l ~ SCALE: 6"=1' ALUM. BA~AP ~ ' SECTION 10'-5" (TO ~ OF NEXT POST) T"E W~IT~N CONSENT OF ROUO~ "R0mE"S' lNG 1'--9" 3" SECTION REVISIONS Totol Greenhouse Service; Design * FobHcotion * Instoll~tion *Perts * Repoir Service ~TO , OF NEXT BAR ~ CAP~ - SCALE: 6"=1' ~ NO. By Dote ~ A~ VENT SECTION SCALE: ¢=1' ~. GABLE SECTIONS I OUGH SCALE: 6"=r GREENHOUSE FOR ~' BEDS & BORDERS, INC. "' BROTHERS, INC LAUREL LANE Checked I I LAUREL, NY, 5515 VINE STREET SCALE DATE DRA~ BY CONTRACT NO, SHEET NO. CINCINNATI, OH 45217 VARIES 07-24-02 TDH XX 2.1 (515)242-0510 1-800-545-7551 ROOF 8mm CLEAR POLYCARBONATE STRUCTURED SHEET 471/4"w, TO -EXISTING GUTTER (SEE DWG #5,1 SECTION B) 1,515" O,D, GALV, STEEL - SIDEWALL BRACING (SEE DWG, #1,2) 2" SQ, 159a. GALV, TUBE GIRT 10'-O" x 8'-O" SLIDING DOOR GLAZED - w/ 8mm POLYCARBONATE (SEE DWG. #6,0) ALUM, 2 LAYER AIR INFLATED POLYETHYLENE (Gmil, TUBE) UV INHIBITED 1,315" O,D, GALV, STEEL - SIDEWALL BRACING (SEE DWG, #1,2) GABLE PANEL SCHEDULE 8MM POLYCARBONATE PANEL "A" 207"X 47'1/4" PANEL "B" 65" X 47 1/4" PANEL "C" 65" X 35 1/4" PANEL '~" 50"x 47 1/4" PANEL "E" 107" x 471/4 PANEL "F" 207" X 35 1/4' PANEL "O" 207"X 46" 122 22 , 8'-0" 4'-0" 235'-0" (19 BAYS @ 12'-0" & 1 BAY @ 7'-0") SOUTH SIDEWALL ELEVATION SCALE: 1/8"=1' SECTION (~ SCALE: 1/~"=1 ' 12'-0" (TYP.) z o co 2 LAYER AIR INFLATED POLYETHYLENE (6mil. TUBE) UV INHIBITED ~'t I Il I II I I 12'-0" ~ (TYP,) 1,$15" O.D, GALV, STEEL SIDEWALL BRACING (SEE DWG, #1.2) 2 LAYER AIR INFLATED POLYETHYLENE (6mil, TUBE) UV 2" SQ, 15go, OALV, STEEL TUBE 1,315" O,D, GALV, STEEL SIDEWALL BRA (SEE DWG, #1,2) II II I IL 180'- O' (15 BAYS @ 12'-0") 216'-0" (18 BAYS @ 12'-0") 235'-0" (19 BAYS @ 12'-0" &~ 1 BAY @ 7'-0") I , 11'-4" "Jl' B" FRAMED OPENING FOR 11'-2" X 12' OVERHEAD DOOR COVERED WITH 11'-2" X 12' OVERHEAD DOOR POLYCARBONATE 8mm CLEAR POLYCARBONATE JRED SHEET 471/4"w, TO EXTEND APPROX. 12" BELOW GRADE NORTH SIDEWALL ELEVATION SECTION SCALE: 1,/8"= 1 ' REVISIONS Total Greenhouse Service; Design * Fobrlcotion * InstolloUon * Ports * Repolr Service No.By Dote A A ~"'~ ~'~ '.rT' SIDEWALL ELEVATIONS 2, ROUGH OREENHOUSE fOR ~' BEDS & BORDERS, INC, 4. BROTHERS, INC LAUREL LANE Ch,o~o~ I I LAUREL, NY. By Dote 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 VARIES 09-27-02 KVM XX 3.0 (513)242-0310 1-800-543-7351 VIEW 4" SQ, GALV, STEEL ~GUTTER POST (TYP,) 11/4" 140o, GALV. STEEL GABLE END ROOF BAR ~ GASKET CLOSURE ALUM. POLY-I 120o, GALV. STEEL POLYARCH w/EXTENSION 5~6" x 1" HEX HD, BOLT ~ NUT CAST ALUM POST TS 4"x2" 110o. GALV, STEEL GUTTER POST 23/4" x B7 " x FORMED ALUM. FLASHING VIEW (~~EW~VIEW VIEW VIEW ~ EW VIEW VIEW VIEW (~~ (~~lEW VIEW 2" x 4" GALV, STEEL TOP .t. DOT, CHORD 123'-0" (3 HOUSES ~) 41'-0") B/O BAR JOIST 41'-0" SECTION(~ SCALE: 1~"=1' ALUM. 11/4" 1400, OALV. STEEL GABLE END ROOF BAR W/RB-212~ & GASKET CLOSURE~,~ ALUM VENT TOP RAIL FIDGE GUTTER TAPE O GABLE ENOS SHAFT BEARING 140o. GALV,\ STEEL GABLE FRAME [71540-123] RACK (TEETH DOWN RACK ARM (TEETH UP) 5/8"x 2" HEX HD. BOLT & NUT NOTE: BE AWARE THAT HALF OF THE GABLE ENDS HAVE THE DRIVE SHAFT BEARING ON OPP, SIDE OF CENTER I/4" 14ga, GALV, STEEL GABLE FRAME ALUM, SINGLE H-SPLICE ~6" x 13/4" S,S, CLEVIS PIN ALUM DRIP GUTTER 1/2" x 3" HEX HD. BOLT &~ NUT ALUM. DOUBLE H-SPLICE ALUM, POLY-LOCK- 12ga, GALV. STEEL POLYARCH GUTTER ALUM, SINGLE H-SPLICE GABLE END CLIP 5/~6" x 1" HEX HD, BOLT & NUT CAST ALUM POST TGi TS 4"x2" 11ga, GALV, STEEL GUTTER POST GABLE DETAILS SCALE: 1"=1' I I I I 11/4'' 14ga. GAL% STEEL GABLE END BAR W/RD-212 & GASKET CLOSURE 1/4" 1400, GALV, STEEL GABLE FRAME x 13/4" S,S. CLEVIS PIN DRIP GUTTER 1/~" x 3" HEX HD, BOLT & NUT ALUM, DOUBLE H-SPLICE 11/4" SQ. BOW TO GUTTER BRACKET 5/i6" x 1" HEX BOLT & NUT CAST ALUM. POST TOP TS 4" x 2" llgo,_ GALV, STEEL POST ALUM VENT TOP RAIL ALUM RIDGE GUTTER FOAM TAPE 0 GABLE DRIVE SHAFT ALUM, POLY-LOCK 11/4" 14go, GALV. STEEL GABLE END BAR W/RD-212 & GASKET CLOSURE RACK ARM (TEETH UP) ARM TEETH DOWN) 3,/8"x 2" HEX HD. BOLT & NUT GABLE DETAILS SCALE: 1"=1' NOTE: BE AWARE THAT HALF OF THE GABLE ENDS HAVE THE DRIVE SHAFT BEARING ON OPP. SIDE OF CENTER 11/4" 14ge, -STEEL GABLE [71540-123] ALUM, RB-12 & 15 POLY 140o, GALV, STEEL ROOF RAFTER 5A6" x ¢/4" CLEVIS PIN x 1" HEX HD, BOLT & NUT 3" x 2" x 3/16" ALUM. ANGLE ALUM. DRIP GUTTER 1.515"¢ 14go. OALV, STEEL GABLE BRACING x 3" HEX HD, BOLT & NUT 3,/8"x 1" HEX BOLT & NUT CAST ALUM. POST TOP 1/2" x 5" HEX HD, BOLT & NUT TS 4" SQ, 11ga. GALV, STEEL GUTTER POST UNDERGUTTER BRACING DETAIl SCALE: 3"=1' POST M FIN, GRADE , FRAME ALUM, RD-12 & 13 LOCK x 1" TEK SCREW @ 12" RACK ARM 11/4" 140o. GALV, STEEL ROOF RAFTER ALUM. POLY- LOCK 5" HEX HD, BOLT & RACK ARM (TEETH UP) ALUM. VENT TOP ALUM. RID~;/~6,, x 13/4" HEX HD. BOLT & NUT _5,~6" x 13/4" HEX HD, BOLT & NUT 1/4" x 5/4" HEX HD, & NUT RACK ARM 'TEETH DOWN) DRIVE SHAFT BEARING FORMED RACK ARM STRAP 31/2" HEX HD, BOLT & NUT - PINION _21./2'' SQ. 12ga. GALV. STEEL STUB POST DETAIL SCALE: ALUM. VENT TOP 5,,~6" x 15/4" HEX R~,UM' RIDGE 80LT 5~6" x 13/4" HEX HO, BOLT & x 3/4" HEX HD. BOLT & FORMED RACK ARM STRAP RACK ARM (TEETH DOWN)- DELVE SHAFT BEARING ALUM, -LOCK POLY- i x 3" HEX HD, BOLT & NUT ARM CLIP 11/4" 1400, ,STEEL ROOF RAFTER RACK ARM (TEETH UP) PINION - 21/2" SQ, 120o, GALV. STEEL STUB POST x 31/2" HEX HD. BOLT & NUT DETAIL ~ SCALE; 11/~"=1' ALUM, RD-12 LOCK & 1,3 x 15/4'' CLEVIS PIN 11/4" 14ga. GALV. STEEL ROOF RAFTER T/O ALUM, DRIP GUTTER 1/2" x 5" HEX HD. BOLT & NUT T/O BAR JOIST %11/4" SQ, BOW TO GUTTER BRACKET 6" x 1" HEX HD. BOLT & NUT CAST ALUM, POST TOP SQ. GALV, STEEL GUTTER POST ~ 2" x 4" BAR JOIST TOP CHORD SQ, 15 GA, GALV, STEEL DIAGONAL STRUT DETAIL x 5" HEX HD, SCALE: 11/2"=1' BOLT & NUT 2" x 4" BAR JOIST CHORD REVISIONS Date Total Greenhouse Service: Checked By Date ROUGH BROTHERS, lNG 5513 VINE STREET SCALE CINCINNATI, OH 45217 VARIES (513)242-0510 1-800-543-7351 Design * Fabrication * Installation * Ports *Repoir Service GABLE/BAR JOIST DETAILS GREENHOUSE FOR BEDS & BORDERS, INC. LAUREL LANE LAUREL, NY. 10-10-02 KVM XX 4'.0