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HomeMy WebLinkAbout31341-Z FFQt/(CDG Town of Southold 1/9/2019 o P.O.Box 1179 53095 Main Rd �y�01ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40158 Date: 1/9/2019 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 35 Cox Neck Road,Mattituck SCTM#: 473889 Sec/Block/Lot: 121.-6-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/9/2005 pursuant to which Building Permit No. 31341 dated 8/9/2005 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: covered roof addition to an existingbuilding uilding as applied for. The certificate is issued to 14990 Properties LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 31341 12/20/2018 PLUMBERS CERTIFICATION DATED C t o ' ed Signature � L 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. 31341 Z Date AUGUST 9, 2005 Permission is hereby granted to: WINE HOLDINGS LLC PREMIUM 14990 OREGON ROAD CUTCHOGUE,NY 11935 for . ADDITION TO AN EXISTING WINERY AS APPLIED FOR. THIS PERMIT REPLACES BUILDING PERMIT #28785Z at premises located at 35 COX NECK RD MATTITUCK County Tax Map No. '473889 Section 121 Block 0.006 Lot No. 001 pursuant to application dated AUGUST 9, 2005 and approved by the Building Inspector to expire on FEBRUARY 9, 2007 . Fee $ 874 . 70 A t'horized Signature ORIGINAL Rev. 5/8/02 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) 4 ~64 3 /34 d PERMIT NO. 28785 Z Date SEPTEMBER 27, 2002 Permission is hereby granted to: WINE HOLDINGS LLC PREMIUM 07 7 14990 OREGON ROAD CUTCHOGUE,NY 11935 for CONSTRUCTION OF A COVERED ROOF ADDITION TO AN EXISTING BUILDING AS APPLIED FOR AND AS PER PLANNING at premises located at 35 COX NECK RD MATTITUCK County Tax Map No. 473889 Section 121 Block 0006 Lot No. 001 pursuant to application dated SEPTEMBER 6, 2002 and approved by the Building Inspector to expire on MARCH 27, 2004 . Fee $ 874 . 70 Author ed Signairrure ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.Ifa Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15/.00 Date. k New Construction: Old or Pre-existing Building: (check one) Location of Property: 35' Cox ge Ck Road 1 Aajff+urtl Ny Ilia House No. Street Hamlet Xz, Owner or Owners of Property: 14glo L%GrAf-s LLC �C 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: $ ,L //L pplicant Signature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 roper.richertCaD-town.Southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Premium Wine Group LLC Address: 35 Cox Neck Rd City- Mattituck St. New York Zip. 11952 Budding Permit#. 31341 Section 121 Block 6 Lot 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AS BUILT DBA- G&S ELECTRIC License No- SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: "AS BUILT" "ELECTRICAL SURVEY" "NO VISUAL DEFECTS" Notes 6-overhead lighting fixtures in covered parking/equipment shed,north east corner of budding Inspector Signature: Date: December 20 2018 81-Cert Electrical Compliance Form.xls ate- 3RM I BUILDING DEPT. SPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE �� c7Y INSPECTOR T65.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [- FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: �/ cWC-1-0114^4 DATE f� � I� dj IN8PECTOR. pF SOUjyOlo / 3fl Z_ co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING P<_FINAL A ; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE �� g INSPECTOR 1 rT S A M U E L S & S T E E L M A N September 30, 2002 Mr. Gary Fish Building Department Town of Southold Main Road Southold, NY 11971 Re: Premium Wine Group Mattituck, NY Roof Structure Addition Building Permit# 28785Z end B!3q) Dear Mr. Fish, As requested, this letter is to certify that the footings for the Roof Structure Addition at Premium Wine Group were installed according to the attached Foundation Plan and Details prepared by Steve Maresca, P.C. dated September 20, 2002. Yours Truly, Samue & Steelman Architects ZE Of ME ST z ancy e n, A. -7953- . ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 BUTLER BUTLER MANUFACTURING COMPANY 1540 Genessee-Kansas City, MO 64102 www.butlermfg com Post Office Box 419917 Kansas City, MO 641 41-691 7 LJ L� P61 Phone:(816)968-3000 J August 27, 2002 2002 S KEVIN SYPHER RADON CONSTRUCTION CORP EQUI PARK - UNIT 16A 33 COMAC-LOOP RONKONKOMA, NY 11779 571 x 591 x 151 LRF 4.00:12 PREMIUM WINE GROUP, MATTITUCK, NY BMC Order Nos. 086487 Builder Order No. 02 - 10 To' Whom It May Concern: Please accept this letter as our certification that the Butler components of the subject building are designed in accordance with the 1989 Edition of the AISC Specification for the Design, Fabrication and Erection of Structural Steel and the 1986 Edition of the AISI Specification for the Design of Cold-Formed Steel Structural Members. The basic loads of the subject building meet or exceed the County Climatic Data as published in the 1996 edition of the MBMA Low Rise Buildings System Manual. The governing design code is the 1995 Edition of the New York State Uniform Fire Prevention and Building Code. The. following loads are applied in accordance with the governing code: Dead Load 2.70 psf + Frame Weight Collateral Load 5.00 psf Roof Live Load 0-200 sf. Trib. Area 20 psf 200-600 sf. Trib. Area 16 psf Over 600 sf. Trib. Area 12 psf Roof Snow Load 30 psf Snow Exposure 0.7 Exposure of Roof Partially Exposed Roof Thermal Condition Unheated Wind Speed 75 mph Seismic Acceleration, Aa 0.10 g Seismic Velocity, Av 0.10 g Category Use 1 (GENERAL USE) Collateral load is included with snow load in determining critical stresses. Load combinations are in accordance with the governing code. These Butler components, when properly erected on an adequate foundation in accordance with the -erection drawings as supplied and using the components as furnished, will meet the above loading requirements. The design of this building for wind load assumes -------- CERTIFIED FOR MENR DESIGN AND METAL BUILDING FABRICATION MANUFACTURING ASSOCIATION � 7 Page 2. . BMC Order No. 086487 that doors not supplied by Butler are designed to sustain the same wind pressures and suctions as the walls in which they are installed. This certification does not cover field modifications or design of material not furnished by Butler Manufacturing Company. The design of this building was performed in one or more of Butler Manufacturing Company's facilities located in Annville, PA, Birmingham, AL, Burlington, ONT, Galesburg, IL, Kansas City, MO, Laurinburg, NC, San Marcos, TX and Visalia, CA. This building is produced in one or more Butler Mfg. Company's facilities located in Annville, PA, Birmingham, AL, Galesburg, IL, Laurinburg, NC, San Marcos, TX, and Visalia, CA. All listed facilities are Category MB certified by the American Institute of Steel Construction. Cordially Yours, ka#4 14� Ralph Voste P.E. �pFtSS�O�q cc: Order File E. Vps, V N��'4�ye c rn rn J'T �° 0597'' OF NEN y0 0/ 30102 FIELD INSPECTION REPORT DATE COMMENTS ` ro I FOUNDATION(IST) ------------------------------- FOUNDATION(2ND) R� .W z O ROUGH FRAMING& y PLUMBING 4- INSULATION PER N.Y. STATE ENERGY CODE All FINAL ADDITIONAL COMMENTS c O s � m r� IA- 1 -e I� 36 3 x x d ro tVwiv yr Oki UIJdULL bU1LULNUPhKM11 APPLICAl'ION LHECKLIS' BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Health SOUTHOLD, NY 11971 �J 1 `c ( Ce-^QUA 3 sets of Building Plans TEL: 765-1802 �� �.� Survey PERMIT NO. Check Septic Form N.Y.S.D.E.C. f Trustees Examined] / 120 J-- Contact: Approve � , 20 ®`z"' Mail to: Disapproved a/c Q Phone: l rs (i Buildini4spector I SEP 6 2001 11j, crP — 6 -2002 ` L APPLICATION FOR BUILDING PERMIT ,.L C, C;'n; j Date 20 MIK-111" SQ INSTRUCTIONS 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'premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupan is issued 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 admit authorized inspectors on premises and in building for necessary inspections. 6�ZOUP I LLC (Signature of applicant or name, if a corporation) cot- Tea 01,�' (-h N`f 1 X152 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,,plumber or builder FN Owner Name of owner of premises pREm o m W 1 Nty 0,00P _ LLC (as on the tax roll or latest deed) If applic t is a co oration, signature of duly authoriz6d officer A� KUSS& hbvpj CO–P2i WC 1 PA1, —��(Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. �1. Location of land on which proposed work will be done: as 63x Nec� R«ad mA2 Uck House Number Street Hamlet XCounty Tax Map No. 1000 Section Block Subdivision Filed Map No. (Name) ' State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy W 1WRV b. Intended use and occupancy 190I)ING COVEP_ RP— CXIS T 1 Nir OUTSIDE gUIPMEWT i Nature of work (check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work 1_ 1. Estimated Cost_ 100 , OOy Fee (Description) (to be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars �Q If business, commercial or mixed occupancy, specify nature and extent of each type of use. CQmmeeCI PL Dimensions of existing structures, if any: Front GO Rear coDepth 130 Height 2$/ 6" Number of Stories 1 >1 Dimensions of same structure with alterations or additions: Front 601 Rear 57' ' Depth 199' Height 26' 6` Number of Stories I Dimensions of entire new construction: Front 57 r Rear. Depth Sq 1 Height 94' 6 " Number of Stories l Size of lot: Front Rear Depth 0 Date of Purchase April UOO Name of Former Owner PRILLIP CP aINPIL.E 1. Zone or use district in which premises are situated 7` 2. Does proposed construction violate any zoning law, ordinance or regulation: NO x 3. Will lot be re-graded Will excess fill be removed from premises: YES NO mMTjTvctt,lv`! f IgSZ 4. Names of Owner of premises 89EMIUM WIW (1f-OUP Address 35-Cox NECK 90f{D Phone No. d-58—(9ao Name of Architect SAnnUELs ,a 9MIEUrAw Address cUT71H0c�t✓ Phone No_ 734-6405 Name of Contractor 12100N Cor,,M Tiougl Address Ronl►KoN KomPIr Phone No. 585-0667 k>1 5. Is this property within 100 feet of a tidal wetland? *YESNO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY B REQUIlZED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) SS: :OUNTY OF ) (Name of individual signing contract) above named,being duly sworn, deposes and says that(s)he is the applicant 3)He is the (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 application; iat all statements contained in this application are true to the best of his knowledge and belief, and that the work will be -rformed in the manner set forth in the application filed therewith. worn to before me this j day of 20 D4 Notary Public Signature of Applicant P ELAINE M.DOMALESKI Notary Public,State of New York No.6046163 Qualified in Suffolk County Commission Expirea August 7. 00o(P o� 0FF01/r PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. �'Z Gym► P.O.Box 1179 --a t Town Hall, 53095 State Route 25 s Chairman p CO2 = Southold, New York 11971-0959 WILLIAM J.CREMERS Telephone(631) 765-1938 KENNETH L.EDWARDS �� Fax(631) 765-3136 GEORGECHARD CAGGIANO i s , PLANNING BOARD OFFICE TOWN OF SOUTHOLD e July 9, 2002 • - r Ms. Nancy Steelman, R.A. Samuels and Steelman, Architects F 25235 Main Road Cutchogue, NY 11935 Re: Amended Site Plan for Premium Wine Group Located at the intersection of Cox Neck Road and County Road 48 in Mattituck SCTM# 1000-121-6-1 Zone: LB Dear Ms. Steelman: i The Southold Town Planning Board, at a meeting held on Monday, July 8, 2002, closed the final public hearing and adopted the following resolution: WHEREAS, Premium Wine Holding LLC is the owner of the property known and designated as Premium Wine Group, located at 35 Cox Neck Road in Mattituck; and WHEREAS, this amended site plan is for an open roof addition; and WHEREAS, this amended site plan was certified by the Building Department on July 5, 2002; and WHEREAS, the Town Engineer has reviewed the drainage calculations and the Planning Board has accepted his recommendation for approval; and WHEREAS, the Southold Town Planning Board, on June 24, 2002, determined that this action is classified as Type II and not subject to review under the State Environmental Quality Review Act (Article 8), Part 617; and WHEREAS, a final public hearing was closed on the Premium Wine Group application at the Town Hall, Southold, New York on July 8, 2002; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore e .. Premium Wine Group— Page Two — July 9, 2002 RESOLVED, that the Southold Town Planning Board grant final approval on the surveys, dated October 6, 1999 and last revised June 12, 2002, and authorize the Chairman to endorse the final surveys subject to a one year review from date of building permit. Enclosed please find two copies of the approved site plan; one for your records and one to be submitted to the Building Department when you apply for your building permit. Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr. Chairman encl. cc: Building Department Tax Assessors J6✓ MATERIAL LEGEND - EVERIOR MATERIALS �®' 91RIN0 nletl HeNlpenar SbnaB Fiber cement, PeNml eMMO pvnols wN mmWletl wmtl knum wllb baMiu k metro ezlatbp \ iplM Rekktl lk�TNn-Fbermmenl•mmN Nm a1 M WNw vsNps,mmor boaNs Mete M Ds atc l•me[gl er�sbng ROOD SknSnq Seam MeklRmtk mvltlioWWp WINOOW9 'PMenon fasamentwtMws Y TYPE QE�OySTRIfOTION ®® � F RM --mai SIVN Frame(non-wmburtWle) - Z I PRODUCTION BUILDING NORTH ELEVATION SCALE 1/8'=1'-0 IL:..� El 1�'ELJ IZQCIr Si%2UGTiJ¢E W _ U FEMEM7 �waA: PRODUCTION BUILDING LExSr 1�r EAST ELEVATION SCALE 1/8'=1'-0' *l., Nl. r J_ r� K , By U5 ELEVATIONS FTI 0 hi 111!1 PRODUCTION BUILDING WEST ELEVATION SCALE 1/8'=1'-8' ILDING DEPARTMENT- Electrical Inspector .�� TOWN OF SOUTHOLD 6 Val Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 STI1 hone (631) 785-1802 - FAX (631.) 765-9502 roaer.richert c,town.southold.ny.us 'Tp0 O APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Gb S l ec I-r'cAI Name: docwt License No mail: Address: Phone No.: JOB SITE INFORMATION: (All information Required) Name: (?remrum W,ne emy LLG `'~ • L 990 Tr ed-,,es k.vc Address: N ck �d v NY L aS2 Cross Street: soy,,J Nk Phone No.: 2-n--1900 B1dg.Permit#: -� email: Tax Map, District: s 1000 Section: 12t Block: 6 Lot: ! BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / 'NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fre Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form xis C�� 0,.. � 2 rl L SEP 4, 6 2002 'j id S A M U E L S & . _ } ' S T E E L M A Tom"' =''-"T :,.I� September 25, 2002 Mr. Michael Verity Building Department Town of Southold Southold NY 11971 Re: Roof Structure Addition Premium Wine Group Mattituck, New York Dear Mr. Verity Upon review of the New York State Building Code, the Construction Classification for the new roof structure addition at Premium Wines is Type 2b - noncombustible construction. The addition meets all the required height and fire areas for Occupancy Group C3.1 (1) (breweries and wineries). If we can answer any questions, please do not hesitate to call. gE of 44, Yours Truly, �.�� ST �c� WNay lteelmaLn, R.A' an Arhitects Q l� `mac, 017953- }err . FRED C `4 ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 ®�*®G SO(/��ol � o Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G 0 Telephone(631)765-1802 Southold,New York 11971-0959 Irou BUILDING DEPARTMENT TOWN OF SOUTHOLD December 28th, 2007 Premium Wine Holding's LLC P.O. Box 907 Cutchogue,N.Y. 11935 RE: 35 Cox Neck Rd. (Roof Addition) SCTM# 121.-6-1 To Whom it May Concern: Please be advised that your Building Permit# 31341 issued September 27th, 2002 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 $874.70 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 SOUj�OI Town Hall Annex o Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Southold,New York 11971-0959 1h �� y&OUNTY,Nc`� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 3rd, 2008 SECOND NOTICE Premium Wine Holding's LLC P.O. Box 907 Cutchogue, N.Y. 11935 RE: 35 Cox Neck Rd. (Roof Addition) SCTM: # 121.-6-1 To Whom it May Concern: Please be advised that your Building Permit# 31341 issued September 27th, 2002 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, please submit a fee of$874.00; 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 OF SOUjyol Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA ell Southold,New York 11971-0959 Ol COQ ycoum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD February 101h 2009 FINAL NOTICE Premium Wine Holding's LLC P.O. Box 907 Cutchogue, N.Y. 11935 RE: 35 Cox Neck Rd. (Roof Addition) SCTM: # 121.-6-1 To Whom it May Concern: Please be advised that your Building Permit # 31341 issued September 27th, 2002 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, please submit a fee of $874.00; 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 cc: code enforcement cc: legal department i COMPLETE THIS SECTION . �'-SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3.Also complete A.�Slgnature ❑Agent Item 4 if Restricted Delivery is desired. X ❑Addressee ■ Print your name and address on the reverse so that we can return the card to you. , eceived Printed Name) C.D to Delivery A i Attach this card to the back of the mailpiece, fLZ J) u or on the front if space permits. D. Is delive address different from item 17 ❑ es 1. Article Addressed to: r _ If YES,enter delivery address below: ❑No `I"' 3. Service Type y` r 11 Certified Mail ❑Express Mail r p , CJAO ❑Registered [3 Return Receipt for Merchandise l.� ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ;; i + ss i (Transfer fiom'§enrfce laid I '` i PS Form 3811,February 2004 Domestic Return Receipt 102595-02•M-1540 a� *Vjf SO Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 �® l�C®UdVT`6,�� BUILDING DEPARTMENT („ V TOWN OF SOUTHOLD May 6, 2009 Premium Wind Holdings LLC PO Box 907 Cutchogue, NY 11935 RE:.35 Cox Neck Road, Mattituck NOTE:_:;Before the Certificate of Occupancy can be processed, your expired Building Permit must be renewed. The fee is $874.70. TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00 Final Health Department approval. Plumbers solder certificate (all permits involving plumbing after 4/1/84.) Trustees Certificate of Compliance. Final Planning Board Approval. Final Fire Inspection from Fire Marshal. Final inspection from the Building Department. Final Landmark Preservation approval. Building Permit : 31341-Z addition to winery pF SO(/r�,ol Town Hall Annex o Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 cou BUILDING DEPARTMENT TOWN OF SOUTHOLD October 26, 2011 Premium Wine Holdings LLC PO Box 907 Cutchogue, NY 11935 Re: 35 Cox Neck Rd, Mattituck TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: (: a pplication for Certificate of Occupancy. (Enclosed) ✓ Electrical Underwriters Certificate. L/ 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) -'naI Planning Board Approval. ® Final Fire Inspection from Fire Marshall. - Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT : 31341 -Addition to Winery SOUTyOIo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �cOUNT`l,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 1, 2012 Premium Wine Holdings LLC PO Box 907 Cutchogue, NY 11935 Re: 35 Cox Neck Rd, Mattituck TO WHOM IT MAY CONCERN: The F Ilowing Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) s lectrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving bing after 411184) e o Compl' nce. Town Trust #765-18 n ' r pprov tanning 1938 s } Final Landmark Preservation approval. BUILDING PERMIT : 31341 —Addition to Winery . � .` 1 MULTI STORY � SYSTEMS BUTLER MANUFACTURING COMPANY ~ / 154OeneaegeG��*a — � Kansas City, M{] 84102'1088 � ph' 8) 9G8-338S � � fax. (818) 968-6516 � LETTER OF TRANSMITTAL If August 3D' 2OO2 SEP 3 20o2 � Mr. Kevin Sypher � Radon Construction Corp. 33Coma Loop ' Ronkonkoma, NY 11779 Re: Premium Wine Group � ~ � Dear Kevin, � , Please find enclosed KBsets ofpermit plans and elevations, signed andaaak*d. |mcludad are the following: * OO Cover Sheet * OOA Shakeout Plan ' * 01 Specific Anchor Bolt Drawing ° 01A Column Reactions ' � v 01B Anchor Bolt Detail Sheet ' ° 02 Cross Section Erection Drawing � * 02A Cross Section Erection Drawing � « * 02B Cross Section Erection Drawing � * 02C Cross Section Erection Drawing ' a 02O Cross Section Enaction Drawing Detail Sheet . * 03 Wind Bracing Drawing * 03A Wind Bracing Detail Sheet * 04 Roof Secondary Structural Framing Plan ° 04A RoofGeoondary'Gtructuns| Detail Sheat ° OS Wall Secondary Structural Elevation ° 05A VVaU Secondary Structural Elevation * 05B VVaU Secondary Structural Elevation Detail Sheet * OG Wall Panel Drawing * OGA Roof Liner Panel Drawing ° 07 Roof Panel Drawing, * 07A Edge ofRoof Detail Sheet ° (1) Letter ofCertification ' |fyou have any questions please give rneacall ot0]1G\ 9G8-3339. FlaQanda, Gary W.Zahorsky Project Coordinator FORMyKYLT4(OV/mm _J BUTLER BUTLER MANUFACTURING COMPANY 1540 Genessee-Kansas City, MO 64102 www.butlermfg.com Post Office Box 419917 Kansas City, MO 64141-6917 Phone-(816) 968-3000 August 27, 2002 SEP KEVIN SYPHER RADON CONSTRUCTION CORP EQUI PARK - UNIT 16A 33 COMAC'LOOP RONKONKOMA, NY 11779 571 x 591 x 151 LRF 4.00:12 PREMIUM WINE GROUP, MATTITUCK, NY BMC Order Nos. 086487 Builder Order No. 02 - 10 To Whom It May Concern: Please accept this letter as our certification that the Butler components of the subject building are designed in accordance with the 1989 Edition of the RISC Specification for the Design, Fabrication and Erection of Structural Steel and the 1986 Edition of the AISI Specification for the Design of Cold-Formed Steel Structural Members. The basic loads of the subject building meet or exceed the County Climatic Data as published in the 1996 edition of the MBMA Low Rise Buildings Manual. 7 The governing design code is 1995 ition of the New York State Uniform Fire Prevention and�(Build ng Code. The following loads are applied in accordance with the governing code: Dead Load 2.70 psf + Frame Weight Collateral Load 5.00 psf Roof Live Load 0-200 sf. Trib. Area 20 psf 200-600 sf. Trib. Area 16 psf Over 600 sf. Trib. Area 12 psf Roof Snow Load 30 psf Snow Exposure 0.7 Exposure of Roof Partially Exposed Roof Thermal Condition Unheated Wind Speed 75 mph Seismic Acceleration, Aa 0.10 g Seismic Velocity, Av 0.10 g Category Use 1 (GENERAL USE) Collateral load is included with snow load in determining critical stresses. Load combinations are in accordance with the governing code. These Butler components, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the above loading requirements. The design of this building for wind load assumes CERTIFIED FOR DESIGN AND METAL BUILDING FABRICATION MANUFACTURING ASSOCIATION Page 2 . . . BMC Order No. 086487 that doors not supplied by Butler are designed to sustain the same wind pressures and suctions as the walls in which they are installed. This certification does not cover field modifications or design of material not furnished by Butler Manufacturing Company. The design of this building was performed in one or more of Butler Manufacturing Company's facilities located in -� Annville, PA, Birmingham, AL, Burlington, ONT, Galesburg, IL, Kansas City, MO, Laurinburg, NC, San Marcos, TX and Visalia, CA. This building is produced in one or more Butler Mfg. Company's facilities located in Annville, PA, Birmingham, AL, Galesburg, IL, Laurinburg, NC, San Marcos, TX, and Visalia, CA. All listed facilities are Category MB certified by the American Institute of Steel Construction. Cordially Yours, Ralph Voste P.E. �3FES&O/s Ql 40 �,S. vos Fy cc: Order File r 05973 OF N E$1 y� old 1 5 SPECIFIC ERECTION DRAWING LIST DESIGN CRITERIA SUMMARY 59'-0• THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER The 1995 edition of the 'New York State 40'-0• SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU IN PUTTING UP YOUR Uniform Fire Prevention and Budding Code BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE V AS THIS SHEET AND CAN BE IDENTiFIED INDIVIDUALLY FROM THE Building Use Category 1 (GENERAL USE) TITLES AND DRAWING SEQUENCE NUMBERS �Cjollateral Load 5.00 psf o THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING. P jvef Loaad I Dead Load 1.20 psf h Roof Live Load Tributary Load Reduction (Y/N) N TITLE. AD Load DRAWING Ac Flte NO: Ground Snow Load (Pg) Snow Importance Factor (1 1.00 J / ROOF DATE o2/ts/B3 Snow Exposure Factor (Ce a I V' SECONDARY STRUCTURAL DRAWING NUMBER. REYISIDN Exposure o o Roof Partial Exposed Rf � Terrain Cattegry 3: I rQ FRAMING PLAN Thermal Condition Unheated o D 83-123456-05L 02 Rain on Snow Load w o o m Wind Load "ow load (Pf) 30.00 psf n UNIT 1 � Wind Speed 75 mph Z ev I Wind Importance Factor 1.04TITLE /RAWING Enclosure Classification o k5_< reF�ti LI J L�I I % THE YEAR DURING WHICH YOUR SEQUENCE Seismic Load - - ORDER WAS ENTERED NUMBER Peak Acceleration (Aa) 10 g THE BUTLER ORDER NUMBER Peak Seismic PerfVelocity ormance Category(Av) .10 g OF YOUR ORDER REVISION LEVEL OF THE DRAWING. Soil Profile Type IF THE DRAWING HAS NEVER BEEN Basic Struc. Seismic Res. Response Deflection REVISED, 00 APPEARS HERE. Bracco System gSystem System Mod. Factor Amp. Factor U n . I.. Concentrical) D02-086487-00 COVER DRAWING - SHEET 1 � y 0.00 0.000 D02-086487-GOA SHAKEOUT PLAN - SHEET 2 Sys em braced frames - D02-086487-01 SPECIFIC ANCHOR BOLT DRAWING - SHEET 1 Main Frames KEY PLAN D02-086487-01A SPECIFIC REACTION DRAWING - SHEET 2 Moment-Res. Ordinary moment 0.00 0.000 D02-086487-01B ANCHOR BOLT DETAIL SHEET - SHEET 3 Frin. System frames of steel D02-086487-02 CROSS SECTION ERECTION DRAWING - SHEET 1 Analysis Procedure Equivalent Lateral Force Procedure D02-086487-02A CROSS SECTION ERECTION DRAWING - SHEET 2 002-086487-02B CROSS SECTION ERECTION DRAWING - SHEET 3 D02-086487-02C CROSS SECTION ERECTION DRAWING - SHEET 4 D02-086487-02D CROSS SECTION ERECTION DRAWING DETAIL SHEET - SHEET 5 002-086487-03 WIND BRACING DRAWING - SHEET 1 D02-086487-03A WIND BRACING DETAIL SHEET - SHEET 2 D02-086487-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 1 D02-086487-04A ROOF SECONDARY STRUCTURAL DETAIL SHEET - SHEET 2 002-086487-05 WALL SECONDARY STRUCTURAL ELEVATION - SHEET 1 002-086487-05A WALL SECONDARY STRUCTURAL ELEVATION - SHEET 2 FIELD WORK SUMMARY 002-086487-058 WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET- SHEET 3 D02-086487-05 WALL PANEL DRAWING - SHEET 1 D02-086487-06A WALL PANEL DRAWING - SHEET 2 FW0001 FIELD WORK MAY BE REQUIRED AT LOWER ROOF BEAM KNEE AREA FOR 002-086487-07 ROOF PANEL DRAWING - SHEET 1 BRACING CLIP CONNECTION. -1 I D02-086487-07A EDGE OF ROOF DETAIL SHEET - SHEET 2 s� FW0002 FIELD TRIM BRII WALL PANELS AND WALL LINER PANELS. (/ SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ARE Y AP RO ED QS NOTED SEVERAL GENERAL ERECTION DRAWINGS CALLED 'PLANOGRAPHS•. FW0003 Fl WORK WALL OPENING SUPPORT STRUCTURALS TO LENGTH AND ADD A DEE THE DRAWING MANIFEST FOR A COMPLETE UST OF THESE 9�'0 HOLES AS REQUIRED. �� ®� P FW0004 FIELD ADD 9/16-0 HOLES TO ROOF TO WALL FLASHING SUPPORT ANGLE o DA �� AT ADDITIONAL PURLINS AS REQUIRED. BY ; a ' COVER DRAWING NOTES i P NOTIFY BUILDING DEPA NT AT UNDERWR9 V RCA ��<< 765-1802 9 AM TO 4 PM FOR THE ++ b FOLLOWING INSPECTIONS: STANDARD NOTES: i I SEP 3 — 2C1�2 a CDD001 ATTACH PATENT PLATE 007849 TO THE WEB OF AN INTERMEDIATE FRAME �I a W 1. FOUNDATION - TWO REQUIRED COLUMN AT EYE LEVEL 1, FOR POURED CONCRETE CD0002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. m REFER O THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS. ^a ADC, Fy } ? P. ROUGH - FRAMING & PLUMBING �I, , CDD013 IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY O THE •D°� & INSULATION MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. 4 FINAL - CONSTRUCTION MUST ' �� o f' '� CD0017 MATERIALS ASTM DESIGNATION ------------------ 8E COMPLETE FOR C.O. I'T i- sTRUDr PLATE 1' & LESS A529 AND A572 FY 55 KSI GRADE 55)) ALL CONSTRUCTION SHALL MEET r i�{777 s� STRUCT PLATE OVER 1• A529 AND A572 FY = 50 KSI GRADE SO UNLAWFUL LIGHT GAGE COLD FORMED EQ53 TO A1011 FY A 60 KSI GRADE 60 j�JSE J C ;9' 11 o ,v THE REQUIREMENTS OF THE N.Y. " ROOF AND ALL PANELS A653 AND A792 GRADE 50, s , eo tZ o ROUND TUBE A500 GRADE 8 FY = 42 KSI Q �, STATE CONSTRUCTION & ENERGY 1�1i 11t^ 1471 (11�1(r��IFK�C�1rIflflprr� II�n� f(r�� SQUARE TUBE) 4• do LESS Ams 0 GRADE 018 FY = 46 KSI �w �� X05` CODES. NOT RESPONSIBLE FOR Lf�iStl {� L�L�II L4U U[1 �V��L� BRACE RODS OVER 3/4- A572 GRADE 50 OR GREATER CD0026 1/2• DIA. BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY. THE :, Q .2' DESIGN OR CONSTRUCTION ERRORS .�f .; r�e; t r o DRAWINGS CALL OUT THESE BOLTS AND NUTS BY THEIR COMPONENT NO'S. OCCUPANCY ASSEMBLY--CONTAINS------------------------------------- 0097461 --------- ------ 0097461 1/2X1-1/4 BOLT (0095085 AND NUT (0095032 0097462 1/2X1-1/4 THN Hb BOLT 0096636) AND NUT 0095032) 0097463 1/2X1-1/2 BOLT 0095195 AND NUT (0095032 0097464 1/2X1-3//4 GAILY OT 'N 5301 AND (009503 ) /� 1 0097465 1/2X2 A325T BOLT (0097280) AND (009$230) �P 0, 0593 6i CDD027 HIGH STRENGTH BOLTING: T�l�OF N C�'' ALL HIGH STRENGTH BOLTS ARE A-325-T WITH HEAVY HEX NUTS AND ARE -----^� TO BE INSTALLED USING THE SNUG T1GHi METHOD SPECIFIED IN THE ' SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 ! - o BOLTS•, PUBLISHED BY RCSC, DATED JUNE 23, 2000. SNUG TIGHT CONDITION IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR O1 WRENCH TO BRINGE FULL RT OF AN THE PLIESINTOFIRM CONTACT.USING AN ORDINARY SPUD N I 7 U /V O wt � a TREWLEASE N0. 1 REVISION N0. 2 DRAWING TITLE: FD W: GWZAHORSKY ENG: o BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: PRODUCT OF THE e/aoALL O'n'es FOR DATE: ���Q -� K: DATE 8 30 AND RELEASE ANCNOR 57X59X15 LRF / /D2 auwN FINAL-FDR coNsr °RANT+By. BUTLER MANUFACTURING RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL COVER DRAWINGw z COMPANY ORDER ENGINEERING WING NUMBER: REV. j CHECKED CHECKED BY. GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 02-086487-00 00 Y Gp 5 EW s9'-o• Y EW 19'-D• 40,_0• * BAYS 21'-0• 18'-0, 22'-0• K1'-0' 2'-0• 2'-0• - WE Q w - WAR In��I - A38774 A36774 A3677 / 540516-263-4 ,0 540518-191-4 m 540516-263-4 5330Z (6) Z (6) F F ° 938-299-4 'a 5300933-227-4 5300933-299 4 I U (6) UPPER© (1) I 530933-269-4 �j 702272-307-0 ul N LOWER© (1) n . 702272-305-0 m l� - 0Z 1041 w m Ito o a a LL- I .101 UPPER© (1) 1� I 702272-307-0 a LOWER© (1) 702272-305-0 I QZ (6) I 530933-269-4 530936-299-4 530933-227-4 530933-299-4 3 ® (1) 0 (1) ® (1) m Cn yr A3877 540516L -263-4 540518-191-4 540516-263-4 o ; o A38774 -544150-177-6 - A38774 A3877 W 544146-157-4 PF 544148-157-4 - - -- cn Z w U v U v rE Ts It 31 vHt� ED �y o vpl 9TFOF MO iV 04 o 01�/ioy N I N I m 0 ONLY THE FOLLOWING TYPES OF PARTS ARE CALLED OUT OF THE SHAKEOUT PLAN. OTHER PARTS ARE SPECIFIED ON THE ERECTION DRAWINGS: COLUMNS AND ROOF BEAMS SECONDARY PARTS ARE ES EAVE STRUT, TP TRUSS PURLIN, Q ♦R - BRACE BAY OR SECTION • a W, WP, or PF � Q ©C-SECTION, Z Z-SECTION • � o [ (W - WALL RODS) (WP - WIND POST) (PF - PORTAL FRAME)] [ R = Roof] REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: GWZAHORSKY ENG: It DATE' m 8/30/02 RELEASE FOR PERMITS DAM DNJQ�G? 57X59X15 LRF CHK: DATE 8/30/02 i w DRAWN°Yc °°�`"'"�'' BUTLER MANUFACTURING � ® RADON coNSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL SHAKEOUT DRAWING NUMBER: REV. y. CHECKED COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 p�qN GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM D 02-086487—OOA 00 Y Y Q 5 L EW 59'-0' EW STANDARD NOTES: AB0007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE 19'-0' 40'-0' SQUARE, LEVEL, AND SMOOTH. A90009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE DO NOT v BAYS 21'-0' 16'-0' 22'-0' HAND SET ANCHOR BOLTS. `M 1'-0' 2'-0' 2•-0- ABDO10 ANCHOR BOLTS, NUTS AND WASHERS MUST BE ASTM TYPE A307. A90013 USE REINFORCING STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD FRAME ON ANCHOR BOLTS. A80014 CAUTI ON EW rrar►a►rran RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE Q Q IS GREATER THAN THE VERTICAL A FOUNDATION DESIGNED FOR A CONVENTIONAL STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO — — — — — MAKE ATDEQU FNLURUREVISION FOR THE HORIZONTAL THRUST CAN RESULT IN ABOO15 FOUNDATION DESIGN AND ANCHOR BOLTS, NUTS AND WASHERS ARE NOT "t FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED 3 BY FOUNDATION DESIGN ENGINEER. N A90016 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF I�SItI A212 A212 A212 FOUNDATION DETAILS. I I I A80017 THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION. I I I I , J II Q 0 II I I I Z LL] f 3 I I I I A212 �m � �ii wne Aazo ',715 , Essic m _ — a 3 ca W � N - ON 9 Oi 3 O , E UNIT 1 ANCHOR BOLT PLAN r, k lf �: i w c('T /V0. alt of � . 0 N I N c REVISION NO. 1 REVISION N0. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE DRW: GWZA HORSKY ENG: 6/30/02 RELEASE 'FINAL - FOR ���Q 57X59X15 LRF CHK: DATE 8/30/02 w SPECIFIC q MANN W. oaAW,W.6 BUTLER MANUFACTURING ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL ANCHOR BOLT DRAWING NUMBER: REV. r (r CHECKED BY: CHECRm W. COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 DRAWING GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM D 02-086487-01 00 F F x A.1 ab 6.9 dA Cb UNIT 1 - ENDWALL FRAME AT SIDEWALL GRID 1 UNIT 1 - FRAME AT SIDEWALL GRIDS 2, 3 & 4 A.1 B B.9 A C H V Z V Z H V Z H V H V DL DEAD LOAD 0.07 0.67 0.00 1.97 0.00 -0.07 0.67 0.00 OL DEAD LOAD 1.20 2.80 -1.20 2.80 CLL COLLATERAL LOAD 0.09 0.68 0.00 1.59 0.00 -0.09 0.68 0.00 CLL COLLATERAL LOAD 1.30 2.71 -1.30 2.71 SL SNOW LOAD 0.50 3.68 0.00 8.60 0.00 -0.50 3.68 0.00 SL SNOW LOAD 11.42 23.85 -11.42 23.85 WLL WIND LOAD LEFT --1.98 -2.89 0.00 -5.16 000 -0.86 -1.95 0.00 WT WIND LOAD LEFT -6.84 -9.82 2.42 -8.59 WLR WIND LOAD RIGHT 0.86 -1.95 0.00 -5.16 0.00 1.98 -2.89 0.00 WLR WIND LOAD RIGHT -2.42 -8.59 6.84 -9.82 EO SEISMIC LOAD -0.39 -0.25 0.00 0.00 0.00 -0.40 0.25 0.00 EO SEISMIC LOAD -0.73 -0.38 -0.73 0.38 SLL MIN SNOW LOAD LEFT 0.25 3.91 0.00 4.31 0.G0 -0.25 -0.21 0.00 SLL MIN SNOW LOAD LEFT 3.54 11.17 -3.54 3.63 SLR MIN SNOW LOAD RIGHT 0.25 -0.21 0.00 4.31 0.00 -0.25 3.91 0.00 SLR MIN SNOW LOAD RIGHT 3.54 3.63 -3.54 11.17 EWP EW WIND PRESSURE 0.68 -2.91 1.65 -4.18 5.GO -0.68 -2.91 1.65 EWP EW WIND PRESSURE -2.14 -9.21 2.14 -9.21 EWS EW WIND SUCTION 0.68 -2.91 -1.65 -4.18 -5.00 -0.68 -2.91 -1.65 EWS EW WIND SUCTION -2.14 -9.21 2.14 -9.21 MAX. POS. REACTION 1.40 7.22 1.65 '12.161' 5.00 1.91 7.22 1.65 PDE P Delta Unit Sto S 0.00 -0.25 0.00 0.25 MAX. NEG. REACTION -1.91 -2.23 -1.65 -3.19 -5.00 -1.40 -2.23 -1.65 MAX. POS. REACTION 13.91 29.36 5.64 29.36 MAX. NEG. REACTION -5.64 -7.02 -13.91 -7.02 BRACED BAY REACTION - UNIT 1 PORTAL FRAME REACTION - UNIT 1 >< L H- V 1 H H 1 V , SIDEWALL BETWEEN (WL) (WL) (EQ) (EQ) SI GRID BGR DESEPI (WL) (WL) (EQ) (EO) GRID GRIDS A 2- 3 4 4 3 1 2 C 2- 3 2 5 2 3 1. o. v 0 M n Po to o - C O a w c rn O v O G REACTION NOTES: ¢ 1. THE VERTICAL M AND HORIZONTAL (H AND Z) REACTION ARE STATED o fI IN KIPS. (1 KIP = 1000 POUNDS) POSITIVE DIRECTION IS AS SHOWN _ _ 1 IN THE FOLLOWING LLOWING DIAGRAM. S' MO 05913' �� 2. MOMENT REACTIONS ARE STATED IN INCH-KIPS AND ARE POSITIVE IN A TAT ���coo COUNTERCLOCKWISE DIRECTION. 3. THE FORCE ON THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE rn OPPOSITE DIRECTION TO THAT SHOWN. �0 4. MAXIMUM REACTION SUMMARY IS THE MAXIMUM POSITIVE AND NEGATIVE /!y REACTIONS BASED ON THE REQUIRED LOAD COMBINATIONS. V • S. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR (V) c FROM THE SPECIFIED BUILDING CODE WITHOUT ADJUSTMENT FACTORS. 6. THE ND LOAD IN INTERMEDIATE FRAME. THESE REACTIOING REACTIONS 00 NOT INCLUDE NS SHOUAND P LD BE REACTIONS FROM THE m ADDED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. o V - J--H Z e k chVISION N0. 1 REVISION N0. 2 BUILDER: PROJECT-_ PRODUCT OF THE BUILDING ORDER DESCRIPTION: DRAWING 71T1E: ORW: GWZAHORSKY ENG: RELEASE 'FINAL - FOR aTE 57X59X15 LRF CHK: DATE: 8/30/02 tu CONST' uFAWH un BUTLER MANUFACTURING """� "v a RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL SPECIFIC DRAWING NUMBER: REV.CHECKED COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 REACTION DRAWING U) GENERAL OFFICES-KRNSAS CITY. MISSOURI SYSTEM 02-086487-01 A 00 SIDEWALL COLUMN BASE SIDEWALL COLUMN BASE 10' MAX SEE APPROPRIATE DETAIL SEE APPROPRIATE OETAIL • 9' S 10 1/16" 1'-6 3 B• 1'-6 3 8' 10 1 16• 3 C DIA I BOLTS PROJ.OJ. 2' 1r — 1DUL r- --i----� r----+-- -+ 1 x C__ —— ANCHOR BOLTS i i ; , i ENDWALL 14 -- PROJECTED 2 1/2' I I I� L—__=Ir— �I � � � � Ir -TI II II II 1I II 2 U I 1 m — — - 1 1'-4 3/4' S' 1V 1v 5' 1'-4 3/4' ; 2'12' _ 2• 2• —� DLA FRAME FRAME µCFIDR BOLTS r A�CHOR BOLTS FRAME 1'-0' PROJECTED PROJECTED CORNER COL 2' 2' DETAIL A212 SIDEWALL COLUMN DETAIL A319 PORTAL FRAME COLUMN - (LEFT) DETAIL A320 PORTAL FRAME COLUMN - <RIGHT) DETAIL A540 CORNER COLUMN 10'MAX 10'MAX - ENDWALL I �� '����---,I------���I� I ANCHOR BOLTS I I XIC DIA PROI. 2' I PROJOZ BOLTS 1 N 2'12' 2'1 2• 3 m 1•-0• O EW POST CORNER COL MI--– –– ––— DETAIL A541 CORNER COLUMN DETAIL A554 ENDWALL POST Kr rn a v a Y I f` w m m o _ m c c a w c rn w 0 D v O rn 3 O 0 059 OF NN N - o b N AnN 1 v REVISION N0. 1 REVISION NO. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: :DRAWING TITLE: DRW: GWZAHORSKY ENG:8 30 02 RELEASE 'FINAL - FOR QQ PRODUCT OF THE/ed CONST.' � 57X59X15 LRF CHK: DATE 8/30/ 2 WAN BY. BUTLER MANUFACTURING ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLLANCHOR BOLT DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 DETAIL SHEET r 0��' °1D W. GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM p 02-086487-01 B -00 r PART SCHEDULE IO 8 32� 4,-s [ ] PART NAME PART NUMBER PART LENGTH WORK 9 32 TS�16• 103 EW CORNER POST A38778 14'711 11 16' 5 �0 104 EW ROOF BEAM A38780 X Y e-5 105 EW ROOF BEAM Awn X f)B e S SPACE - 106 EW INTERM POST A38784 X 9-G4j 7 13 16 T 4 73 15 �y18y'" 5' PB FB 5 32 190,06'4 ,59-0x2 5 a� ?� aTe9-o62,s 44190-o�6-4 ` noN 3?� BOLTED CONNECTION SCHEDULE JB QUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL %VRUN Pg.544 P. O E105 O 3 OS 097281 5/8X1-1/2 HS BOLT A3 095233 WP��ONS 12 B e 12 08 097284 3/4X2-1/2 BOLT A325T 095235 1414 04 097281 5/8X1-1/2 HS BOLT A3 095Z33 N 6�E5 P�RV ADD E104 1043 C FLANGE BRACE SCHEDULE ROOF UNE PART NO. ROOF UNE O FROONT/NLEOF�T REAR/RIGHT DIM. Y DETAIL Wo 201 1 545100 1 10 1/2' 1 C347 A A 202 1 545101 1 1'-4 1/2' 1 C346 STANDARD NOTES: IF0009 162' DIA. BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY.THE DRAWINGS CALL OUT THESE BOLTS AND NUTS BY THEIR COMPONENT NO'S. I ASSEMBLY CONTAINS ---------------------------------------- ul 0097461 1/2X1-1/4 BOLT (0095085 AND NUT (0095032 0097482 1/2X1-1/4 THN Hb BOLT 0096636 AND NUi 0095032) 1003 0097463 1/2X1-1/2 BOLT OD95195�AND�)NUT ((0(095032 0097464 1/2X1-3 4 GALV &OCLT (00JJJJ5)331)D AND(OD9b230)3) 0097465 1/2X2 A325T BOLT 00977280 AN 1073 [1033-/ IF0010 ALL HIGH STRENGTH BOLTS ARE A-325-T WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE SNUG TIGHT METHOD SPECIFIED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 FLOOR BOLTS', PUBLISHED BY RCSC, DATED JUNE 23, 2000. SNUG TIGHT N CONDMON IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR w THE FULL EFFORT OF AN IRON WORKER USING AN ORDINARY SPUD w WRENCH TO BRING THE PLIES INTO FIRM CONTACT. 0 s = s v -- cli q'EW POST n 1'-1' RIDGE 25'-6' 25'-6' o Sw 51'-0' SW A.1 �B 8.9 UNIT 1 FRONT EW ELEVATION AT GRID 1 o 0 a 0 U E,SS,O/y, E. VOST FijrG' O J d .ter N 9TF OF NO N I A Z o t c REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE DRW: GWZAHORSKY ENG: DATE. RELEASE FOR PERMITS � Q -' ���/� 57X59X15 LRF CHK: DATE: 8/30/02 °R"""BY: °""""W. BUTLER MANUFACTURING � 0 RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL CROSS SECTION DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 ERECTION DRAWING in CHEa®St CHECK°Sr GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM ID02-086487-02 00 v 109 PART SCHEDULE 3?+ ]102 PART NAME PART NUMBER PART LENGTH FIELD WORK A 9 32 EXTERIOR COLUMN !38774 x 5 15115 10 ROOF BEAM A38776 A� Sk)gP�e� 3 0)'ACE 13 ,6T 5503 16 �p$�.B�yc-'I BOLTED CONNECTION SCHEDULE R@ ' S44)8g` ) Q 1 QUANTITY I BOLT N0. I DESCRIPTION NUT NO. DETAIL -6 Os?-6 3 )/3?• 4' 4 3j B OB 097284 3/4X2-1/2 BOLT A325T 095235 ,I3� 5gg189� O ?0s t0cA ??' C OB 097282 5/8X2-1/4 BOLT A325T 095233 31 32 1•�3 PB' 12 IDGE BRACE 12 P J. ONS A.-4 P at% 4� \ 544139 / �4 O Sk)n„Q Bn._ F 5 S )B• 1.016 2 P g ¢ [102 1023 CC FLANGE BRACE SCHEDULE - � E PV1�UN� 6 sd� �a PART N0. PART �GE O FRONT/LEFT REAR/RIGHT DIM. Y DETAIL WORFlELDK eRpGfS \ / B�Gf 2041 545102 -- 1'-10 1/2' C346 ES ROOF UNE ROOF UNE o • B B _ 'm I m � n 1 � iq • FLOOR ?' LINE 101] E10 s w� w!E 6 9 3 4' RIDGE N 1 -9 3/4' _ I j 28'-8' 28'-6' e SW a w A C C 0 UNIT 1 FRAME ELEVATION AT GRIDS 2� 57'-0' o _ 00 s 3 0 O E-vo-q F� Y•1 6 c�T NO 059"1'' / N �t' ttl L�RV `v l O Ej V N . I N Do 8130 ov - c REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE BUILDER' PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: FD2 KY ENG: �� �� D��G3 57X59X15 LRF DATE: 8/30/02 8 30 02 RELEASE FOR PERMITS °RAM"I W. °""""BY. BUTLER MANUFACTURING ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL CROSS SECTION R: REV. ` COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 ERECTION DRAWING in oraEaaO art crlEClan er GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM 6487-02A 00 s - 109 PART SCHEDULE 2• L I PART NAME PART NUMBER PART LENGTH WORK A 9 32 lyJ 101 EXTERIOR COLUMN A88774 13'-7 7/32- 102 32'102 ROOF BEAM A38776 30'-0 3/8- %1 ps 8- 11iPB rB1J S p°AC4AT 6. s`c 136' BOLTED CONNECTION SCHEDULE Cf5 FS PB S 3 5pP�3 16 *4)68 lc QUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL 5�0 6 O 0626 '6 JJ ¢-4 08 097284 3/4X2-1/2 BOLT A325T 095235 5 X99-p62' 1� ?OIF -81J gp„Jy X03?' 08 097282 5/8X2-1/4 BOLT A325T 095233 31 32 g\) p 8 12 IDGE BRACE ) 2 C47) A Ops \ 544139 / 12 �fl P S 10.9 3 DNS 4� — 1a PCS )6. pUR eg1N 9 �6 P. O ! 3 d Sig 3 Ju 6�5µ1 [toz 1023 �o4N BRacf s FLANGE BRACE SCHEDULE e�R�p�pp6 zo+ Z°' Q PART DIM. Y DETAIL N0. PART NO. FlELD /LEFT REAR/RIGHT WORK A 2041 545102 1 -- r-to 1/z• 0346 4 ROOF UNE c ROOF UNE 0 B - B - 'a - m m a n I I a is FLOOR u UNE tof] E 101 W w 3ja w 3 0 N = 9RIDGE w c� r I 934' _ n m , j 28'-6' 28'-8' 01 SW 57'-0' Sill o a w A C 0 UNIT 1 FRAME ELEVATION AT GRIDS 3 3 Fr a 4U W ,o E. VQS;T�RC`41 ` 4,11 �0 059-7311 , N SOF NEE* o 0 C4 I N ' 0 3D o REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE- DATE GWZAHORSKY ENG: e 30 02 RELEASE FOR PERMITS DATE- � _� 57X59X15 LRF CHK: DATE 8/30/02 DNAWN BY- MAN11 ffr BUTLER MANUFACTURING ="""1'11 ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL CROSS SECTION DRAWING NUMBER: REV, cNEcf�O�` cNEaon W. COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 ERECTION DRAWING U) GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM 02-086487-02B 00 10 7/� PART SCHEDULE e PART NAME PART NUMBER PART LENGTH WOR A 109 32 101 EXTERIOR COLUMN A38774 13'-7 73 3Y 102 ROOF BEAM A38776 30'-0 8' 10 SlljByro ?�6P13��T 1p.s"'.3 P 'E532 �POi;r T-6 F6 BOLTED CONNECTION SCHEDULE 544j6g` Q 1 QUANTITY I BOLT NO. DESCRIPTION NUT NO. DETAIL 3 03?�3 1-10 B 08 097284 3/4X2-1/2 BOLT A325T 095235 5 �B9-p32- eOVN CO'6' C 08 097282 5/BX2-1/4 BOLT A325T 095233 IDGE A0 9 ,6N P6 12 544139 RACE 12 �N ?4-3nON3 1'- Pli . O r 4 -14 �Cp�OH O PT1R' C/ F B,2M1 102] COOfSN 6'w'C X102 F FLANGE BRACE SCHEDULE p�RJN COOS O has PART NO. PARTNO. FIRIGHT REAR/RIGHT DIM. Y DETAIL WORK 2G41 545102 -- 1'-10 1/2' C346 4 ROOF LINE ROOF LINE 0 c B B C I all FLOOR t LINE 1013 [101 wrs w� N = 934' RIDGE 934' _ w r I n m c 48'-6' 28.-6. c 57'-0' SW Li 0 a A C C 0 UNIT 1 FRAME ELEVATION AT GRIDS 4 s 3 ZL C3 prtSs;OrV�< QN E. vo&'. <11 N 059 " F OF NO N Ol .0 O /v c0 REVISION N0. 1 REVISION N0. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: GWZAHORSKY ENG: H QN1rlrPRODUCT OF THE 57X59X15 LRF CHK: DATE 8/30/02 �' B%30/02 RELEASE FOR PERMITS DATE DRAWN Br: DRAWN a''' BUTLER MANUFACTURING � ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL CROSS SECTION DRAWING NUMBER: REV, COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 ERECTION DRAWING ���` QED�' GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM ®02-086487-02C 00 (22 PLCS) (4 PLCS) v TOP / OUTSIDE DIMENSION Y DIMENSION Y 9 - FLANGE f ROOF BEAM F ROOF BEAM OR COLUMN OR COLUMN IMICKNI—EIS I---o� --------�---- ---- ----�O ------------- I BOTTOM / INSIDE _ ORRGIRT ORRGIRT FLANGE FLFLANGC�;E FLANGE BRACE ELD BEND (SEE CHART) FRAME DESIGN INFORMATION FOR ATTACHMENT FIELD BEND FOR ATTACHMENT PART DESCRIPTION (�� (p) '/ A38774 TOP FLANGE = 8' X .250" 8 0 9-1 2 PURLINS HDSL.13bLT/(095085)1/AND 8 O 9-1 2 PURLINS H% �bLY(095085J1 ANO EXTERIOR BOTTOM FLANGE = 8' X .500' 8 Z-GI 1/2'HEX. NO(095032) B Z-GI 1/2i HEX. NUT(09 32) COLUMN WEB THICKNESS = .160' OA°' '� am SINGLE FLANGE BRACE CONNECTION O0"' n0° SINGLE FLANGE BRACE CONNECTION PART DEPTH = 8 1/2'TO 24' DETAIL C346 USE FIRST HOLE AT PURUN OR GIRT CONNECTION DETAIL C347 USE SECOND HOLE AT PURUN OR GIRT CONNECTION A38776 TOP FLANGE'= 6' X .375' ROOF BOTTOM FLANGE = 6' X .500' BEAM - WEB THICKNESS - .313' - LOW END TO 9'-5 13/16' FROM LOW END I .188' - 9'-5 13/16' FROM LOW END TO HIGH END PART DEPTH - 20' A38778 TOP FLANGE = 5' X .250' EW BOTTOM FLANGE = 5' X .250' CORNER POST WEB THICKNESS - .100' PART DEPTH = 12' A38780 TOP FLANGE - 5'X .250' EW BOTTOM FLANGE = 5' X .250' ROOF BEAM WEB THICKNESS = .100' PART DEPTH - 12' r A38782 TOP FLANGE = 5' X .250" EW BOTTOM FLANGE - 5' X .250' ROOF BEAM WEB THICKNESS = .140' PART DEPTH = 12'TO 33 23/32'TO 12- A38784 TOP FLANGE - 6' X .500' BOTTOM FLANGE = 8' X .500- NY POST WEB THICKNESS -' .250' PART DEPTH = 12- 3: - n m a • co o a - c 0 CL W a C3 - O rn 3 O 0 W n n 5 0vc V o ys �, ;amu /AvO. O G 1"*/s y I a N go yo Y y. r REVISION NO. 1 REVISION NO. 2 H PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: FD02-086487 : GWZAHORSKY ENG: 8%30/02 RELEASE FOR PERMITS DC��Q 57X59X15 LRF CROSS SECTION : DATE: 8/30/02 �` DRWN W. BUTLER MANUFACTURING � ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL ERECTION DRAWING WING NUMBER: REV. COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK NY 75 MPH NY 95 DETAIL SHEET j alEacm er cllml�D W. GENERRL OFFICES-KRNSAS CITY. MISSOURI SYSTEM ' -02D 00 0 PART NUMBER BRACEROD TION HEDULE THREAD TURNBUCKLE ��snn 21'-0' 18'-0' 22'-0' 301 544047 -258 1/2 RH-RH BR ROD RH-RH NONE • 5 o SEE ENLARGED L � �t 303 544048 -388 5302 544048 -404 /8 RH-RH BR ROD RH-RH NONE a �nOFOR CON / /8 RH-R11 BR ROD RH-RH NONE Boot STANDARD NOTES: \ / W80002 BLACK THREAD PROTECTORS INDICATE 1/2' BRACE RODS WB0003 RED THREAD PROTECTORS INDICATE 5/8' BRACE RODS I I 9001 \ Boot I I N 9001 x 9001 3 2 UNIT 1 SIDEWALL BRACING AT GRID A 6 1/4' 1 9/16' / \ SW I \ / _BRACE ROD CONNECOON LOCATIONS Al ONG LINEA ip I 8001 \/ 8001 I I V I zt \ I 91zz I n � 1 n UNIT 1 ROOF BRACING W 0 CL W 0 0 s - 0 to m - - % � f N E.yps� rf✓ (�1-41 Al� E I �`SA a1•w• �`� 12 �T F N E\q N �0N _ Ol N co c REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: GWZAHORSKY ENG: 8%30/02 RELEASE FOR PERMITS DAMC3I LL'QG?ca 57X59X15 LRF CHK: DATE: 8/30/02 DRA1NN f DFAtm Br: BUTLER- MANUFACTURING � ING NUMBER: ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL WIND BRACING DRAWREV. W CHEMED f: OHECKD Or COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 DRAWING in GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM D 02-086487-03 00 ROD NUT WASHERS ROD CLEVIS BACK-UP PLATE NOTE; REFER TO SPECIFIC NOTE-REFER TO SPECIFIC BACK-UP PLATE DIA. A B C DIA. ASSY. (543374) BUILDING BRACING BUILDING BRACING (543374) DRAWING FOR BRACE DRAWING FOR BRACE 1/2' 095032 095133 095165 020821 _ 4 PLCS 5/8' 095277 _ 2 PLCS RQQF ( 7�g ROD REQUIREMENTS. RODREQUIREMENTS.REQUIREMENT/S. ROOF 5/8' 095231 095298 095165 020821 _ 6 PLCS BEAM H�SiTt&G'iFi•BXOL(097285)NJD HI USTEREN4GiN BOLT(09785 AND B� l7T 2 N `� 7 8' HEAVY HEX. N (095 37) 7/8' HEAVY HEX. UT 09 237) /� COTTER PIN r SEER DETAIL SEE DECLEVIS FOR TL AIL �. CONNECTION CONNECTION 0 NUT A 8002 8002 A Q A A WASHER CLEVIS , � � '.a7� a �� ROOF ROD ROOF ROD _ CONNECTING STEEL ol\ B WASHER �` o iy PORTAL PORTAL i SLOT BRACE ROD / o BEAM BEAM \ WASHER BEVEL WASHER) Cu (543377) (()) (543376) CLEVIS PIN HI-USTREN2GTH3/B LT(2091�84)�AND USE 2 3 4 x� r�25 251 BRACE ROD 3Wf/TF41 (Hp�)gVY HEX (NUT(095235) H3/WS4R�HH�F.A µrH�L7 N((0972�41'AND BACK=UP SLLO751NOCUP 5 & 6 (i PLC) (1 PLC) BACK-UP(S"W IINERCL'P (543 7) DETAIL B001 TYPICAL BEVEL WASHER CONN. DETAIL'8002 TYPICAL CLEVIS CONNECTION DETAIL 8121 PORTAL FRAME TOP CONNECTION PORTAL FRAME TOP CONNECTION EAVE LOCATION DETAIL 8122 EAVE LOCATION R ' 3 v O t I n m m 0 m c 0 IL W C O� A m O O 91 3 O u rn o _ A'0, 05g�3� 0 ti. TAT£OF NO N j y `•0.i a I m O B BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: Ne REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE DRW: GWZAHORSKY ENG: ' 87,30/02 RELEASE FOR PERMITS �� �Q � 57X59X15 LRF CHK: DATE: 8/30/02 °RAWN °flA""�' BUTLER MANUFACTURING � ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL WIND BRACING DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING RONKONKOMA, NY I - MATTITUCK, NY 75 MPH NY 95 1 -DETAIL SHEET cllECl�o W. cKrxKm W. GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM 02-086487-03A 00 1 Y Y 5 V 59'-0" EW PART SCHEDULE BAYS 21'-0' 16'-0' 22'-0' [1 PART NAME PART NUMBER PART LENGTH WORK A 2'-0' 2'-0' 401 PUR U 9.5X.060 2CP 530933 227-4 402 PUR U 9.5X.060 2CP 530933 299-4 24'-11 1 2' 1'-0 403 PUR U 9.5X.082 2CP 530936 299-4 -31 4'-11 1 2' O'HANG. FRAME 404 LS ES P 9.6X.094 540516 191-4 15•-11 1 2' 405LS ES P 9.5X.094 540516 263-4 20'-11 1/2- 4061 06 PUR U 9.5X.060 2CP 530933 269-4 22'-5 1/2- EW 2'EW F126 4oa flza '05 F1z6 _ - PURLIN BRACE LOCATION SCHEDULE T F726 10.5 R51 R52 406 R52 BETWEEN LOCATION BRACE SECTION RIDGE y R52 403 I Raz 4ot I RSS 402 RST / 1 GANDS2 F439L TOP BOTTOM BRACE (2) C -0- (2)0544139 Rs2 40a3 Ft 2 2 AND 3 F439 (2) C -O- 1 (2)0544139 4033 C 401 4023 3 AND 5 F439 (2) C -0- I U.,..4139 I I Rsz "1"�'..I Rs3 Rsz I I R52 406 R52 I I io Rsz 403 R53 40t a�� 402R52N I406 RS2STANDARD NOTES:403 401 402 RS0006 REFER TO DRAWING B-1080946 FOR PURUN BRACE PART NUMBERS AND RS2 R53 RS2 TYPICAL INSTALLATION FOR SLOPE GREATER THAN 0.75:12. 1EKI'- RS2 RSOODS REFER TO DETAIL F262 FOR RIDGE PURLIN BRACE CONNECTION. J U oR52 403 Rs3 4ot RS3 402 Rsz / RS0024 •„• IMPORTANTcl �► w0. I ADDITIONAL VSR SHIM (543253) IS REQUIRED UNDER EAVE STRUTS AT oo Rsl 40e Rs2 LOW SIDEWALL AS SHOWN ON bRAWING 1081349. THIS SHIM IS IN z 10' ADDITION TO ANY NORMAL SHIMS SHOWN ON THE DETAILS ON THE W m ¢ted Rsz ,M I Raz 401 I Rai 402 R52 0I PRONTO ROOF STRUCTURAL DETAIL SHEET. Rs2 403 Im 401 RM 402 R52 z ii RSOD25 STANDARD POINT SELF DRILLING FASTENERS (097356 FOR FIXED CLIPS 4011OR097230 FOR MOVEABLE CUPS)ARE FURNISHED FOR ALL VSR ROOF Z I Rs2 RS2 PANEL AND CUP CONNECTIONS. Rsz 403 Rs3 401 Ral 402 RS2 RS0028 1 2 DIA. BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY. THE W' DRAWINGS CALL OUT THESE BOLTS AND NUTS BY THEIR COMPONENT NO'S. LL I I I Ii� 1-406 / ASSEMBLY CONTAINS r+sz -E4033 RS3 401 RS, 402 RS2 00997462 1/2X1-1%4 7HNTHbO 0985 OT S(0096636U)�,TAND NUT2 0095032) R52 406 RS2 0097464 1%2X1-314 GALV�OLTS(10099))5331 NAN()((0 095 3 ) t a 4033 14013402 0097465 1/2X2 AA3325T BOLT (0097280) AND (0095230) I I Rsz I Rs3 I Rs3 Rsz I `-LTJ 4GS 4033 E 4013 402 %R52 EI] 53 R53 RST JF n R52 408 R52 3 R62 m 6 H 403 I RSS 401 I RS! 441 tn 402 RS2 4 flzs 405 R51 406 e ;s FoF F1za R52 Rsz WN W 404 r 11 e SEP ri UNIT 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN ` S N JrgTF s9 cli OF NE N . I N - I m 0 $�30 e REVISION NO. 1 REVISION NO. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE PRODUCT OF THE DRW: GWZAHORSKY ENG: 8/30/02 RELEASE FOR PERMITS DATE- 8/30/02 1E Q �'@� 57X59X15 LRF ROOF CHK: DATE: 8/30/02 DRAwR W. OP.”ar. BUTLER MANUFACTURING ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL SECONDARY STRUCTURAL DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 FRAMING PLAN ai 0R�OY' 0RE0�0 m' GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM D02-086487-04 00 USE[) /8'X 2 1/4'A325T _ USE_�2) _[B X 2 /4'A3 5T HI–STkENGTH BOLT((097282)TWD HI–SiitENc+lh BOLT X97282 AND 5/8' HEAVY HIX. Nl)T(095233) 5/8'HEAVY HEX. Nl (095 33) HUSE EX. LT (BO/ 2-X 15) 4 1/4- t - PURUN BRACE 1/2'HEX.NUT(095D32) EAVE STRUT � FLANGE RIDGE BRACE ` UP 0 ASSEMBLY !BUILDING � I-RUN RADIUS SAVE STRIIr EAVE STRUT o THICKNESS m SHIM PLATE SHIM PLATE (543253) (543253) �,.�' C - SECTION DESIGN INFORMATION PURUN - PART - DEPTH I FLANGE I UP I THICKNESS RADIUS ROOF BEAM ROOF BEAM INSTALL RIDGE CHANNEL AT TOP PURUN BRACE LOCATION. NOTE:IF NO TOP PURUN BRACES ARE REQUIRED, LS ES P 9.5X.094 540516 19 1/2'1 3 1/2' 11 1/8'1 .094' 5/16' (2 PLCS) (6 PLCS) STALL IN LOCNE OF.THE two CENTER (6 PLCS) C FLANGE DETAIL F126 EAVE STRUT CONN. TO INTERM. FRAME DETAIL F129 EAVE STRUT CONN. TO ENDWALL FRAME DETAIL F152 PURUN BRACE GA TOP ROW DETAIL F262 RIDGE CHANNEL CONNECTION It USE X21 5/B'X 2 1/4'/132 1 F PURUN HI– G ,X 2 97282 D /1 5/8'HEAVY HIX. N (095 i ;_ B I. FRO, CUP (543048) 2'-6' 2'-6', •n .'i7e - RADIUS CLUSTER CLUSTER DAVE STRUT �,�� II'� •4 ) THICKNESS 6' e' 6' 6' �� �2• x'. F] 70P OF 2'• PURUN PURU ID li Z — SECTION DESIGN INFORMATION =----------------- ------------------- /�j ///2' PARI i5l UP THICKNESS RADIUS , , - SAVE STRUT I, �I�j/�j CUP CONTINUOUS /� I PUR U 9.5X.060 2CP 530933 1 1/16' .060' 1/4" ROOF (VOODOO PURUN APUR U 9.5X.082 2CP 530936 1 1/8' .082' 1/4' ------------------ ---- --------------- (HI '7E I/ ROOF B SEE DETAIL 25, j r F15-2 LOCATE(2)TOP ROWS OF A725Y1H1–S7RENGTy BOLT PURUN BRACES. ROOF BEAM USE 8) 1/2'X 1-1 AN (097280) AND 1/2 1�2'�DL NUf(O950µ2) HEAVY HEX. NUT (2 PLCS) - (36 PLCS) (095230) CONTINUOUS 24 PLCS DETAIL F439 PURW.UN TOPBRACE LAYOUT DETAIL RS1 EAVE STRUT CONN. TO INTERM. FRAME DETAIL RS2 PURUN CONNECTION TO EW ROOF BEAM nan mom CONTINUOUS SPAN PURUN CONNECTION c (2) ROWS BOTTOMDETAIL RS3 END BAY 9-1/2'PURUN STRUT CONNECTION W/CUP 3 v w m 0 CL 0 W a m - 0 0 a a 0 U T w ca I F �,n-4, F N ^ )S N0. 059131 T OF N f f 1 lyV_ • 1ilrl f��V V � V c REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT- BUILDING ORDER DESCRIPTION: DRAWING TITLE- DRW: GWZAHORSKY ENG: ` 8730/02 RELEASE FOR PERMITS0A1E DNtn? � 57X59X15 LRF ROOF CHK: DATE: 8/30/02 DRAWN Be DPAWN Br - : BUTLER MANUFACTURING � ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL SECONDARY STRUCTURAL DRAWING NUMBER: REV. CHECKED eri CHECKED 91' COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 DETAIL SHEET cn GENERAL OFFICES–KRNSAS CITY, MISSOURI SYSTEM 02-086487-04A 00 3 PART SCHEDULE OR GABLE SERE PART NAME PART NUMBER PART LENGTH WORK A DRAWING 1080944 501 CEE GRT UP BX.113 702272 307-0 ___15-7' 12 503 CEE GRT UP 8X.113 702272 305-4 1 I 4� G32 % G3z4 4 ROOF LINE OE pN s03 IS TP oET Et1TMtARONR120 E UP R130 - I I v II I , STANDARD NOTES:` I I I I WS0023 I M PO RTANT u��pgssasa REFER TO PRONTO DETAIL 0047 FOR PROPER GIRT ALIGNMENT. G24e 0246 WS0026 1/2DIA. BOLTS AND NUTS ARE FURNISHED AS AN ASSEMBLY.THE ASSEMBLY CALLCONOUT THESE BOLTS AND NUTS BY THEIR COMPONENT NO'S. ----------------------------------------------- RIDGE 0097461 1/2X1-1/4 BOLT (0095085 AND NUT(0095032 0097462 1/2X1-1/4 THN Hb BOLT 10096636)AND NUT 10095032) 0097463 1/2X1-1/2 BOLT 00951951 AND NUT(0095032) 0097464 1/2X1-3 4 GALV t��LT (001)331)D WOD09(0230�32) 0097465 1/2X2 A325T BOLT 0097280 AN 8 25'-6' 25'_6• 51'-0' UNIT 1 FRONT EW STRUCTURAL ELEVATION AT GRID 1 I 00 r 3 r � - 0 W C O IL W c a o rnO�O3 WP WITH(4i/ x . A307 THIN MEAD BOLT ASSY(09746) YP. CUr 'S OST CLIP OPENING HEADER SIO 702272-156-0.FIELD FROM PIECErN oT`� LOCATE U/DNOLFS A9 REQUIRED. 4� FG x� Q OPENING SUPPORT POSE u 702272-102-0D E LOCATE AND CUTO T TO HOLES AS RE09UIRED. HEADER CUP(543164) WITH(4)1/2'/x 1 BOT.POST CUP 1/4'A307 THIN HEAD BOLT ASSY(097462) 4'(_--7- �3164)1WI�(4Ar07 trl �0. 0550`913 TV. "z,YpN�,T Asst - �q�OF NON�V 0 N TYP. FIELD LOCATED FRAMED WALL OPENING N 1 N ell O Y c REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT- BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: GWZAHORSKY ENG: 8%30/02 RELEASE FOR PERMITS DATE' Q 57X59X15 LRF WALL SECONDARY CHK: DATE: 8/30/02 DRAM sr 0RAN11 er BUTLER MANUFACTURING � ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL STRUCTURAL DRAWING NUMBER: REV. '— COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 ELEVATION j CHECKED BY cHEcxm�` GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM D 02-086487-05 100 PART SCHEDULE PART NAME �544146157-4 PART LENGTH WORK A 1 PORTAL BEAM '_ ROOF LINE 502 PORTAL COLUMN 13'-1 1 2' 13-1 z/ o l L/11 n FRAME (nP) 1'-7 1/4' 1/4 1 -9 1/2. 1 2'-0' 2'-0' 16'-0' 22'-0' - O'HANG. 40'-0' Cb 5 RIGHT SW STRUCTURAL RIGHT SW STRUCTURAL ELEVATION AT GRID B.9 ELEVATION AT GRID C r II e o • 0 a W C rn m 0 O 9 o' 3 -.g Q,-E. VpS��/G� a N°• 059-l'k-00 In F M* 12 . N 1 N m O BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE Se REVISION N0. 1 REVISION N0. 2 PRODUCT OF THE DRW: GWZAHORSKY ENG: °' 8/30/02 RELEASE FOR PERMITS 011Et Q —� 57X59X15 LRF WALL SECONDARY CHK* DATE: 8/30/02 DPAWN O0 °�W. BUTLER MANUFACTURING � ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL STRUCTURAL DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 ELEVATION CHECKED BY' CHECKED Bf GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM D 02-08648-, 00 P FOR STRAP TOP / OUTSIDE PORTAL MEMBER CONNECTION BEAM SEE F FG240ETAIL FLANGE �) •l �1 GIRT f 11 SAO 045 II 0 II 45 IFC THICKNESS ' " '� FLUSH TOUSE I X 2_f4.7A325T OUi� ii 1/4 MAX. 11 0 CONNECTION HI-STRENGTH/8 FOR STRAP GIRLS BOTTOM / INSIDE I AND 7d8; HIRE i 1I I1� 4EE e�~L Ste' EQUAL SPACES HEX1 FLANGE COLUMN I III (0952H37) ( ANGLE L �-) EW SECTION FRAME DESIGN INFORMATION b � � ENDWALL PART DESCRIPTION BLDG. WIDTHINSTALL(3)ROWS OF SPG STRAPS OR LENGTH IN EACH ENDWALL SECTION. 544146 TOP FLANGE = 9"X .500' CORRECT ALIGNMENT MIS-ALIGNMENT ACTUAL NUMBER OF ROWS OF GIRTS PORRTAL BOTTOM FLANGE - 9'X .500" (2 PLCS) (AVOID THESE CONDITIONS) COLUMN WEB THICKNESS = .160' PART DEPTH a 17 3/4• DETAIL 8060 PORTAL COLUMN TO PORTAL BEAM CONN. DETAIL G047 SECONDARY STRUCTURAL ALIGNMENT DETAIL G246 SAG STRAP PLACEMENT IN THE ENDWALL 544150 TOP FLANGE = 9' X .500" GABLE GIRT PORTAL BOTTOM FLANGE = 9' X .500" SAG FIELD CUT AND NOTCH PORTAL AS REQUIRED AND SIDEWN.L BEAM WEB THICKNESS s .281' I , I FIELD DRILL(2) 9/160 1/8 COLUMN OR PART DEPTH = 17 3/4' HOLES FOR 4IRT I I ATTACHMENT TO CUP GIRT CUP ENDWALL POST GIRT I I GABLE ANGLE I (543346) a7 C GIRTS FLANGEo TI I FASTENER UP I FASTENER ' 1 ---- I 1 H SAG X111— RADIUS I 1 STRAP 1 o THICKNESS # SIDEWALL OR ENDWALL # ENDWALL EW EW FRAME FRAME , SIDEWALL OR ENDWALL SAG STRAP IS'FURNISHED 20' LONG AND NOTE: MUST BE FIELD CUT TO LENGTH REQUIRED. USE C2) 1/2•X 1-1/4' CUP (543348) MAY BE TURNED SECTION ATTACH SAG STRAP TO THE GIRT ATTACH SAG STRAP TO THE GABLE ANGLE HIX. tlOLT(095085)AND EITHER DIRECTION AND BE ABOVE C — SECTION DESIGN INFORMATION WITH SELF DRILLING SCREW 097216. SPLICE WITH SELF DRIWNG SCREW 097216. 1/2'HEX. NUT(095032) USE L2) 1/�'X 1 1/4' SAG STRAPS AT GIRT LOCATIONS IF NECESSARY. OR BELOW THE GIRT. HIX. LT 095085)AND PART DEPTH FLANGE UP THICKNESS RADIUS (e PLCS) (6 PLCS) (2 PLCS) (1 PLC) 1/2'HEX. NUT(095032) "`°°° ...4a GABLE GIRT CONNECTION r cEE GRT UP 8X.113 702272 e' 3 1/2' 1 3/8' .113' 9/32' DETAIL G248 SAG STRAP TO GIRT CONNECTION DETAIL G249 SAG STRAP TO GABLE ANGLE CONNECTION DETAIL 6324 1'-0"EW FRAME OFFSET DETAIL R120 8" C-GIRTS (DOUBLE) TO COLUMN 1•` FLANGE S113ENALL USE(4) 1/2•X 1-1/4' SD S USE(A 1/2•X 1-1/4• VL HEX.BOLT(095085)AND HEX.BOLT 095085)AND 1/2• HEX Nur(o9503z) 1 1/z•HEx rSur(o9Sosz) . ' FLUSH CONDITION 1' LEG DOWN?�) FLUSH CONDITION 1' RADIUS INSET CONDITION 8- °p THICKNESS (FIELD DRILL FOR 3•FIELD CUP QOOOOOt) c CONNECTION TO 1 NOTCH LEG DOWN GIRT CUP) 1 -GIRT CL m I (FlETD DRILL FOR CONNECTION TO W Z — SECTION DESIGN INFORMATION GIRT CUP) e 1 O PARI DEPTH FLANGE UP THICKNESS RADIUS 3 r +-+- I ♦ -------� � P/G U 8X.060 2CP 530923 8' 2 5/8' 3/4' .060 1/4• zW • 3 WE= NOTCH FLG. TO IF 1 4' N�ECE95ARv AT 1/4• I CLEAR GIRT BELOW REF. 3• FIANCES.) REF. (2 PLCS) (2 PLCS) c DETAIL R130 8' OR 9-1/2' E19C-GIRT TO CORNER POST DETAIL WSI 8' EW C-GIRT TOS ETBACK CORNER POST Q�LI,klJJ1(Jr�y`� �o rQN c.vos�,SETBACK 2"FRAME Y•'�a.-:�471 ;� .n 1" N O O 10 \Tqr '4 r 4 r C ti tit Li N cLREVI N W N I c � }� /01 8 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: ISION N0. 1 REVISION N0. 2 PRODUCT OF THE DRW: GWZAHORSKY ENG: �' RELEASE FOR PERMITS --' 57X59X15 LRF WALL SECONDARY CHK: DATE: 8/30/02 til °� �' BUTLER MANUFACTURING � ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL STRUCTURAL ELEVATION DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 DETAIL SHEET U) cHl[acm GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM D02-086487-058 00 ' WALL PANEL SCHEDULE ID PART EJ(1. INi. LENGTH DESCRIPTION i NUMBER SUFE.SUFE. W001 027094 643 1 1025-41BRII UNP S° ALZN �1 W002 027094 643 1 10.37-41BRII UNP SO ALZN W003 027094 643 1 1049-41BRII UNP SO ALZN PANELS THIS AREA MUSE W004 027094 643 061-4 BRII UNP Sq ALZN BE ATTACHED FROM BACK SIDE OF PANEL W005 027094 643 073-4 BRII UNP SO ALZN _ W006 027094 643 085-4 BRII UNP SQ ALZN m m m >!m aW007 027094 643 097-4 BRII UNP SO ALZN r i ROOF LME ��/ n_ 'a c -II o m n `�-� W008 027094 643 109-4 BRII UNP SQ ALZN W009 027094 643 115-6 BRII UNP SO ALZN MOO eo PAHFL W011 027094 643 012-7 MOD36 UNP SO SNOW WHITE I I I I A - W012 027094 643 024-7 M0036 UNP SO SNOW WHITE 07AW013 027094 643 036-7 MOD36 UNP Sq SNOW WHITE W014 027094 643 048-7 MOD36 UNP SO SNOW WHITE I I I I W015 027094 643 060-7 MOD36 UNP Sq SNOW WHITE L--------------------------J L-------------------------- . W018 027094 643 072-7 MOD36 UNP SO SNOW WHITE W017 027094 643 084-7 MOD36 UNP SO SNOW WHITE W018 027094 643 096-7 MOD36 UNP SO SNOW WHITE RIDGE RIDGE WO19 027094 643 103-0 MOD36 UNP SO SNOW WHITE 25'-6' 25'-6' 25'-6' 25'-6' 51'-0' 51'-0' A.1 ( ) C A.1 FRONT ENDWALL PANELING ELEVATION FRONT ENDWALL LINER PANEL ELEVATION STANDARD NOTES: AT GRID 1 — VIEW FROM OUTSIDE AT GRID 1 — VIEW FROM INSIDE 15P0014 TORR SSELFPDRIWNG SCRREWW)fASTENERS ARE 097364 (1/4 X 3/4 T-30 WP0028 FOR GENERAL BRII WALL PNL INFO. REFER TO THE FOLLOWING DWGS --------------------------------------------- 104217 - GENERAL PANELING INFORMATION 105017 - INSULATION AT TOP OF WALL-SIDEWALL 105018 - INSULATION AT TOP OF WALL-ENDWALL 1080854 - WALL PANEL LENGTH CALCULATIONS 1080873 - GENERAL INSTALLATION TORX FASTENERS WP0030 THE DIRECTION OF ERECTION FOR BUTLERIB II WALL PANEL IS F o LEFT-TO-RIGHT. 3 IMPORTANT APPEARANCE REM FIELD BETWEEENNI STRUCTURRALS ANDFLFLAT SURFACE OF!WALLL PANE TMIWHEN ESS 4 TRIMMING INSULATION, BE CAREFUL NOT TO CUT VAPOR RETARDER. co WPOO49 BRII WALL PANEL-TO-STRUCTURAL TOP//BASE FASTENERS ARE 097365 (/12 X 1 1/4'T-30 TORX SELF DRILLING SCREW). CL WPOO86 BRII WALL PANEL-TO-GIRT FASTENERS ARE 097365 (1}12 X 1 1/4"T-30 W TORX SELF DRILLING SCREW). WP0092 FOR GENERAL LINER PANEL INSTALLATION AND LINER PANEL FASTENERS W SEE DRAWINGS: B-1080234 - GENERAL LINER PANEL INSTALLATION B-1080235 - LINER PANEL CONNECTIONS o ` B-1081140 - LINER PANEL CONNECTIONS WP0120 WARNING! WARNING! WARNING! WARNING! WARNING! WARNING! WARNING! UNPUNCHEO. Self-drillin screws are recommended for c Cee Girts have been organeldered for this building. Cee girtspare io attachment. Otherwise attachment holes MUST be field drilled by the erector. n to tSSNpN�� m 7E 1 top) r'^ J'T�T O. 059'7��O�`� F OF TO N G N L • I N cc 0130 /0 c REVISION NO. 1 REVISION N0. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE_ DRW: GWZAHORSKY EG: ~ a' /30/02 RELEASE FOR PERMITS DATE' �� 57X59X15 LRF CHK: DATE: 8/30/02 w DRAWN e'' DRAWN s''' BUTLER MANUFACTURING ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL WALL PANEL DRAWING NUMBER: REV. R COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 DRAWING CHECKED BY: a¢acED By GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM iD 02-086487-06 00 WALL PANEL SCHEDULE !i 1 5 ID Nu BMER S�.SUNFF. LENS DESCRIPTION (�4�) W020 560482 886 322-3 MOD36 UNP SQ SNOW WHITE Cp 1p 59'-O' W021 560482 886 360-3 MOD36 UNP SQ SNOW WHITE 19'-0' qp'_p• 20'-0' 16'-0' P0'_0• 1-0' 2'-0' 2•_p• 1'-0' O'HANG. FRAME IYP. EW f EW Q FIELD TRIM _ I I � � I NI 3 3 3 $ 3 I C) 0 m H 3 m � I pp GI m I q o I c I I I I I I rn I m � A m o v j MUD TRIM rn U / 9 FIELD LuAP LAP 1'-3• TRIM U 3 310/v�< ROOF LINER PANELING PLAN �,�Q� -��ST�FG; o , taaEf $ 1T �0. 05p�9/:D N �Ol� N[`\��O N (� co Aq e REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT. BUILDING ORDER DESCRIPTION: DRAWING TITLE. FD02-086487 W: GWZAHORSKY ENG: n ] X8)30/02 RELEASE FOR PERMITS �� 57X59X15 LRF K: DATE 8/30/02 °RAMTI W. °RAM'"Bn BUTLER MANUFACTURING ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLLI -ROOF LINER PANEL AWING NUMBER: REV. .. COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 DRAWING [n cHec�n or CHECKED ar GENERAL OFFICES-KRNSRS CITY. MISSOURI SYSTEM -06A 1 0 ROOF PANEL SCHEDULE Q Q Q ID PART SUFF. LENGTH DESCRIPTION pUAN- C� NUMBER 59'-0' R1 560556 162 360-2 VSR EAVE PANEL 62 8' 21'-0' 16'-0' 22'-0' 8' �� FOR GABLE TRIM INSIDE AND R2 560556 162 322-2 VSR EAVE PANEL 30 1'-0' FIELD CUT AND FAME OUTSIDE CORNER INSTALLATION R3 630282 120 VSR RIDGE COVER 6 FIELD CUT AN DISCARD THIS FIELD CUT AND DETAILS, SEE PUWOGRAPH 1081010. DISCARD THIS PORTION OF DISCARD THIS - DOWNSPOUTS TO BE INSTALLED PORTION OF PER PLANOGRAPH 0105224, 3 AT PORTION OF PANEL FIRST PANEL 6' 2'-0' LAST PANEL RSW AND 3 AT LSW). DIRECTION OF ERECTION RP1 E7A " RP1 RP2 I l E7A E7A i� 7D ---&---¢------zzz��arc'zairrcz¢rc�ir I NN NNN NN N c0 I MW M K¢KKKKCD:CKK N N RP5 J E7A J Q ?� RP3 0 w E7A Z o W ^ 3 3 3 R3 R 3 - W) Z 0 flf RP5 04 V- E7A E7A m fO I N N N N N N N N N N N N NN N N TA CC'CK 0:C KD:a'CC CK KK N N KKKCCKCCCK D:CC CCD=K�KCC'0_'��K�KCD'O:C " LL FIELD CUT AND IIJJ DISCARD THIS PORTION OF PANEL RP2 RPl E7A 6' 2'-D• E7A DIRECTION OF ERECTIO E7A 8 22'-0' 38'-0' 6' FIELD CUT AN FIELD CUT AND DISCARD THIS DISCARD THIS PORTION OF PORTION OF LAST PANEL FIRST PANEL UNIT 1 ROOF PANEL LAYOUT 1 %,O rQa E. d'OS�< \ AA \,of ° 05073 Or Ia4Wj" " G �$ 3102 lq REVISION NO. 1 REVISION NO. 2 D PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: MRPHIWPS ENG: ELEAS 4 8/30/02 RE FOR PERMITS DAM' --' 57X59X15 LRF CHK: DATE 8/30/02 DRAWN Br DRAWN BY. BUTLER MANUFACTURING ��® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL ROOF PANEL DRAWING NUMBER: REV. pi. CHECKED COMPANY ORDER ENGINEERING RONKONKOMA. NY MATTITUCK, NY 75 MPH NY 95 DRAWING W. CHECKED W. GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM D 02-086487-07 00 DETAIL A *1 ALWAYS APPLY A BEAD OF 8" PANLASTIC (560564) 3/16" DIA. 1/4-14X1 1 4 HEX GABLE TRIM GABLE ANGLE '� TAPE CUT TO REQUIRED LENGTH, HD. STD. PT SDS HD. MINI. PT. (520007) VSR ROOF PANEL UP & OVER MALE RIB (BETWEEN SDS 4" O.C. (097230) 12" O.C. PANEL STRAP (630299) SO. SCREW ADJACENT PANELS) " VSR ROOF RIDGE CAP CORRUGATION Z PURUN FIELD CUT PANEL TO (097357) 8" O.C. ----- ------ 1/8X1 TAPE REQUIRED WIDTH 4:12 (630282) 1/4X1 1/4" HEX " MpX• 1 PANLASTIC PLUG HD. STD. PT. SD. 9 (027893) Z-PURUN 1/8X 1 TAPE (560621) WALL ADAPTOR SCREW (097230) RAKE CHANNEL OR PANLASTIC (630310) 3 PER HANGER GABLE ANGLE (027893) SOFFIT TRIM MOD 36 LINER PANEL GUTTER 1/4-14X1 1/4 HEX _ HANGER EAVE STRUT HD. STD. PPT. SDS _ _ _ __ — 640375) GABLE ANGLE BOTTOM 7) FIELD (630298)— PURUN (097230) 36" O.C. ' ATTACH TO BOTTOM OF PURUN 1/4X1 1/4 - I PANG 6 LINER I : HEX HD. STD. GABLE TRIM (BIRCH WHITE) RIDGE I BOL A�(462)THIN HD. ` PT. SO. SCREW \ 1/8X1 TAPE SEE DWG. 1080983 ' ' ' HARDIPANEL SIDING ROOF BEAM PANLASTIC VAR. WALL ADAPTER (097230) - PANEL (NOT BY BMC)WRH FLASHING AS REVD. 4" O.C. (027893) (630310) BIRCH WHITE 1 T PURLIN CLOSURE BRII BACKER PANEL (NOT BY BMC) * STANDARD MOD-36 TORR T-30 BACKUP (560624) GUTTER ADAPTER \ LINER PANEL, SELF-DRILLING SCREW ' STRAP ''� B.O.PAN0. 'C"GIRT TYP. RIDGE TRIM, (630103) 630375)1-/ SNOW WHITE (097364) ® 24" O.C. SNOW WHT (560625) MOD 36 LINER PANEL �. BEND BACK-UP ANGLE SOFFIT TRIM (H WHIT), MOD-36 (560141) o EW I BEAM HDR. FLASHING (NOT BY BMC) (630297) BIRCH WHITE, LINER PANEL, INSTALL BEFORE SNOW WHITE 1/4"X1 1/4" m W V-o' 1'-0' GABLE TRIM � GUTTER IS INSTALLED "IN PLANE" W/ROOF. STEEP SLOPES REQUIRE HEX HD. STD. O'HANG. FIELD WORK TO UTILIZE GUTTER BETTER. (BLIND RIVET MOD-36 PT. SO. SCREW ** 09735711/4X7/8 HEX HD. SDS W MINI. PT. <.080 TMj2?D.C, LINER PANEL, (097230) (4) 1 097230 I1/4X1 1/4 HEX HD. SDS W STD. PT. 1 2!.080 THK. SNOW WHITE PER PANEL STANDARD GUTTER WITH VSR ROOF FIXED ENDWALL TRIM LOW PROFILE RIDGE - 1'-0" OVERHANG DETAIL RP' ON Z-PURLINS DETAIL RP2 WITH Z-PURLINS - NO OVERHANG DETAIL RP3 4:12 ON Z PURLINS 5 1/4-14X1 1/4 HEX 8" HD. STD. PT. SDS (097230) 12" O.C. PANEL STRAP (630299) FlELD CUT PANEL TO COUNTER FLASHING (NOT BY B.M.C.) 1/8X1 TAPE REQUIRED WIDTH 1/8X1 TAPE PANLASTIC (027893) PANLASTIC Z-PURUN NON-B.M.C. FASTENER ® 24" O.C. (027893) RAKE CHANNEL OR PARALLEL FLASHING (630294) GABLE ANGLE 1/4X1 1/4 HEX HD. SDS. 1/4-14X1 14 HEX _ STD. PT. (097230) (12" O.C.) HD. STD. SDS PANEL STRAP (630299) (097230) 36" O.C)). 1/8X1 TAPE PANLASTIC (027893) GABLE SEE (BI CRH FIELD CUT PANEL TO REQ'D. WIDTH VAR. WALL ADAPTER _ (630310) BIRCH WHITE TORX T-30 + —— —— — — — — — SELF-DRILLING SCREW ' GUNGRADE PANLASTIC (025392) (097364) ® 24" O.C. L\Z-PURUN MOD-36 SOFFIT TRIM (640375), LINER PANEL, SHORT MOVABLE ROOF CUP BIRCH WHITE, / SNOW WHITE SUPPORT ANGLE (NOT BINSTALL BEFORE Y B.M.C.) GABLE TRIM BLIND RIVET EXTERIOR (097124) WALL PANEL, EXISTBUILING _iJ1J+ 'w 12" O.C. NOT BY B.M.C.. . Vps.�c \:G' BACKER PANEL DETAIL A DETAIL RP4 FIXED PARALLEL ROOF TO WALL TRANS. ON Z-PURLINS (LIMIT TO 40' MAX.SLOPE) { S;.: A=. }} } DETAIL RP5 FIXED ENDWALL TRIM yy Z_pURUNS - 1'-0" OVERHANG jua 31 4 �LSA` • G:, �1��-- /,,Y i �13�fav REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: ' DRW: MRPHIWPS ENG: a 8/30/02 RELEASE KFOR PERMITS �� stn? --' 57X59X15 LRF CHK: DATE: 8/30/02 °""""B' °wN41 BUTLER MANUFACTURING � ® RADON CONSTRUCTION CORP PREMIUM WINE GROUP, 30# Roof SL + 5#CLL EDGE OF ROOF DRAWING NUMBER: REV. w COMPANY ORDER ENGINEERING RONKONKOMA, NY MATTITUCK, NY 75 MPH NY 95 DETAIL SHEET alEa�n aY CHECKED BY. GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM p 02-086487-07A 00' G��v a ' � 7 I / 12 /f' O RID/lGot� �G�vG� ,�1� \, �S�-P� Ji �a _ ?� G/i2✓02 � t�\��',��-�{' G -c�G �S� -- - --_- S CL �' �� Cpm{` a - t y Jr G \r�C` ,(��p\�'1 GI�¢G�t1' F- �� i1�,C M �1 ��,,� \ • T' ,� z SAL ...,, Cp J�� ° FSO �o -.- �` Fi'� ©J� •je ® h 0 00 G P � o �' k I N G Q � Y` A - CSC ��• \ c Q Cer �\ `v�G \_�/ Sp PGE \ f. _� 8 G IJ �T5 �\ r: V.11a� 0 ' V D t lj GJ Il \ �/ I CLGOP MR- -Ole 0 069 1 ® TREE ..' v-1p 01 4 1 �; ��'FJ c� \ �' V, p ��E �Pp.R\�\NC' �2 �\ /z \ _� `� / ® • ' - ia , w` , , k,Co GAO • G \+r► " ,� k �\ a'* ,, , �, 0 Jr V% q;, AQ ® �' 03 �• � pv G'{ 2 � C� .G� � � '�4 '' � � I v C_ 1 Al 00 , 41 o o 0 ")as) ® \ c V- ,,V� r ( Q,� }-- __ - /� ^`« ® •,'.152 .l=T I�l7�tJS F IzoM BN ITS*r-=Y ,Y � ��,,,Q 1 _ © 5�r;'� i r/I N O I•J E LL_. -s C=0 IJND . 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CvFT HIC,� , ►DF1" O.c.. � °� 20' SIDE is IOD - 2113- - - - - 0 D / - 20' + + � "' * + + O t + �• + ETB �. + * + + + LANDSCAPE \ U � E o o _ o o �.../ - ,--- - � TRANSITION � \ r Sheet No: + C+) + + + + + + + '.� �+- + + + ( �- ) + + + t + +� �- + + + + + J BUFFER0 + O .�o � o� o0 0 oo �, � goo 0 A.C. ZONE SITE PL E ' � � . , � ^u(= h,, Z SCALE : 1" = 20'- 0" \ ' ti Rte/I��- ION ' R s MATERIAL LEGEND EXTERIOR MATERIALS SIDING: Painted "Hardipanel% Sierra 8" - Fiber cement, vertical siding panels with simulated wood texture with battens to match existing. TRIM: Painted "Hardi Trim" - Fiber cement smooth trim at Oft all window casings, corner boards, frieze boards, etc. to match existing L ROOF: Standing Seam Metal Roof to match existing WINDOWS: "Andersen" Casement windows N TYPE OF CONSTRUCTION z Steel Frame (non-combustible) PRODUCTION BUILDING NORTH ELEVATION SCALE 1/8'1 L!D] -� �—.� NSW iZo��- �T`��.1C.TL�F:E 1j.1 U M L 7- - � tL5 C D 0 D Q =I1 W LU • UCe u, W 1 �- IST �F __ Q f— • v c PRODUCTION BUILDING N � EAST ELEVAT101M SCALE 1/8" = 1'-0" y~� STF� � t . Z 01 7953- 146roject Draw y: „ Checked By: U15 Date: !:voZ Scale: ) 8' fill LI 11 1 11 11 11 1� 1� 1� 11 11 11 11 11 11 11 11 11 Sheet Title: ELEVATIONS ��— Sheet No: PRODUCTION BUILDING WEST ELEVATION N SCALE 1 /8" = 1'-0" O, N m 2 , - ._ , �.ro, I ,�" - . ., . -I .. , � 1 . 1 — : I " . — � . -- I . . � l I I � 1. � � ' ' . I � . — . � . 1 . � . . . . — , ,-,.,.,;. 8 1Y / . , jj , � � . ' - •'1 I 1. 11 1 . . __r th . s ." ,.. - . - . 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WALL q bj 5;+_ to us w ul 5: Cr- 0 2" 2' EXISTING EXISTING FDN 2' 2 WALL FDN WALL ANCHOR BOLTS to ui CHOR BOLT SEE AN' PLAN FOR L CATIONS 2" #5 REAR U WALL ANCHOR' BOLTS 8" CKA 8 #5 REBAR' SEE ANCHOR BOLT #4 REBAR STIRRUPS ca PLAN FOR LOCATIONS 12" O,C, DOUBLE CL R,. qy AT T op I ( _ + - .4-1 DIA. x 16" ANCHOR BOLTS (o PROVIDE 2 112" PROJECTION ui r 6"_4 C), M 4-1" DIA. x W 0 EXISTING 10" ANCHOR BOLTS 4 4 REBAR WIDTH PIT WALL _ ,# ANCHOR BOLT PLAN PROVIDE 2 112" -1-2 12" HOOPS PROJECTION 1*-6" 1'-6 SCALE: 1' 1'-0" < ANCHOR BOLT PLAN 3'-0" -CONCRETE PLAN . SCALE: 1" I'-C" -SCALE. I" CONCRETE PLAN SCALE, 1" 1'-0" Z 0 DETAIL B 1 : 0 DETAIL A 00 - A, c c A S3 S3 ANCHOR BOLTS S3 4-1" DIA. x 16" SEE ANCHOR BOLT S3 1*-6 3/8" 10 1/16" PLAN FOR LOCATIONS 2^ ANCHOR BOLTS PROVIDE 2 1/2" 4-3/4" DIA. x 12" 2" 2' I PROJECTION ANCHOR BOLTS PROVIDE 2" PROJECTION 2-- 2- 10 - #5,REBA .441 4-1- DIA. 16" ANCHOR BOLTS Tt PROVIDE 2 1/2- PROJECTION r4 tD #4 REBAR STIRRUPS Y CLR.' 0 12" 0.C. DOUBLE 6" or� itv 4 AT TOP K_6 r5 REBAR 5" 1'-4 3/4" 6" #4 REBAR STIRRUPS - 12** O.0 DOUBLE 36" AT TOP ANCHOR BOLTS SEE ANCHOR BOLT PLAN FOR LOCATIONS 12" L ANCHOR BOLT PLAN CONCRETE PLAN ANCHOR BOLT FLAN SCALE: I F-0" 3 1-01, SCALE: I" i'-O" SCALE: I� 1'-0^ DETAIL D CONCRETE PLAN SCALE: 11' 1'-0' D [Ij S3 DETAIL C LU 20" 18" 1 S3 C S3 S3) ANCHOR BOLTS 4-1" DIA 16" 2` SEE ANCHOR BOLT 10 1/16 6 3/8" PLAN FOR LOCATION'--, ANCHOR BOLTS - PROVIDE 2 112- 6 - 1#5 REAR < ANCHOR BOLTS t It 4— 4" [);A 12" ui �44 r z �� PROJECTION 2- -7 r-2' 4-3/4" DtA. x 12" ANCHOR SOLTS ANCHOR EOLTS PROVIDE 2 PROVIDE 2" PLAN r'OR LOCATIONS PROJECTION PROJECTION' SEE ANCHOP 90L--,*,- T 10 - #5 REBAR 3" C�R 4t -A cower J�16 CHECKEO A T 3" CLR 6 V-4 3/4" 5" #4 REBAR STIRRUPS 2' 2. _4 OP 12" O.0 DOUBLE #4 REBAR STIRRUPS 1)ATE "A U CA_� O� AT TOP 12 OC, DOUBLE AT TOP A I S- NOTED ANCHOR BOLT PLAN ANCHOR BOLT F LA N 4'-0'* CONCRETE - PLAN ' S14CET SCALE: 1' 1, SCALE: 1' 0 -0 SCALE, I", CONCRETE � PLAN SCALE: t' 1'-0* DETA= IL E DETA, IL F \-7 —% BOLTS 41 M. C jS 3) < SA S3 3 7� S� OF 4 41E_75 w '.r e.• `r^ -r. ,,,,.,:.., ..y ..,.a•. „....., r..-. .. w,• *w. rw en' a.t+ w r: r^r'. ..sp.,.."'.n Wg vwF Tp..r.Trr.z-.p•, ✓'1•+..r+'••_ Te.,w ..qK l.ge- .q. Ola u/1l`.'- ,,♦x,wyr.lnn .. 1lu "^,^•4t5^;Mr r..!'K"+.'-.,•pmnn+w^b::`+••-,a wry.., w>. ";f' t ✓ - ap.^_rwz"•:•/"e++Tk,^`•'^•• xy, x.q:.. r.,.,.: ,. .••Lo AT^"f -. ,r., ^.Tcar°'^'+"T""^vr.•.+rs-: ,.,.r•.. "'4^ S"x' .. - .. . . .- ."S. R""""•' R^ '44'. "'"%'s'•" Ln (V\ <.� © ..O {7 S3 S3 Lij uj bi ANCHOR BOLTS C14 q SEE ANCHOR BOLT _� 1'--0" ^ M PLAN FOR LOCATIONS 4 REBAR STIRRUPS 8" 16 --- ___ ____ - � 12 O.C. DOUBLE -- Ca 2" 2` .. rn A T TOP 2" {-�"2"' , 1'-0 1/2" 6 - #5 REBAR _ ,r e . •fite , 3�CLR. cv ' ANCHOR BOLTS e e s3 � �'� o _ SJ7 4-3 4" DIA, x 12" SEE ANCHOR BOLT 04 '...' tv e ' " e e ' ANCHOR BOLTS 18' PLAN FOR LOCATitJNS 6 - �{S REBAR - - t� - PROVIDE 2" ff r- � 4 RtBAR STIRRUPS PROJECTION. t . -- �._..,_ 4•♦ 4-3/4" DIA. x 12" © 12 0 C, DOUBLE � 3: CLR ANCHOR BOLTS AT TOP PROVIDE 2 PROJECTION __._ __ .__ _._ _._ ._._ .. _ - �. .__ .__' < w ;7- ANCHOR BOLT PLAhI � z 01 10" - to T L T >_ -. o` ANCHOR BOLT PLAN COI�ICt� E 1� A CONCRETE '� LAIC � cco o SCALE: I" _ {'_(�• SCALE: i" _ I'-b" SCALE: I` - I'--O' , DETAIL DETAIL ' H i J, F} —_ - 4 - #4 REBAR HOOPS. . 8" 8 3 2" PROJECTION PROJECTION 2" "- _2_1/2" � I - - ._ 2 1��„ 2" PROJECTION - - -------- PROJECTION PROJECTION • , ' i v \' `.,/ ,;i <�✓ `'!'" '/ 'tie .' .%,- !/, ',% ''i...,J .r/ `\ , t E 1, r�T ..\,•,r� ,\ /. \�.,\;, ; n`.r/;R J,� \`/ _ �.i, ,\ :+`a ,re • .-; ;ti`./ •,i�.o,/ / \\\. '. a "F`....JJ �/. / -•r t 6-#5 RE B AR / ,f /%J ,':% r � ,', \: \, , ;/,,J�.. \\•\\! �,\. .•,.,;.,•./ ,�;.,f,-, t,,., ,` .,\ :':`�f``/.�.'f.,�`��' , . % ri R. ,` ++ � REBAR STIRRUPS -. - ,,. 1 4 R .LJ i 2 .,CL #i4 R 4 ; • REBAR STIRRUPS #4 REBAR STIRRUPS ca • REBAR STIRRUPS V 12" O.C. DOUBLE ' 12", D.C. DOUBLE ' C� 12" O.C. DOUBLE EXTG. FDN. 12" 0 C. DOUBLE AT TOP (TYP,) A7 TqP TYP.) = z AT TOP (TYP.) WALL , - 8—#5 REBAR N AT TOP (TYP ) ( W �� 101, REB R 0 12" OC. w --_. " _ 1- 4 __ _� EMBED REBAR 6" 18" LONG - EMBED _ INTO CONCRETE z 6" GRO T SOLID. GROUT SOLID—TYP. - —10—#5 REBAR =' 10" WIDTH PIT WALL , (V O •. e • e •. • • o ¢ .. o # _ 6-#5 REBAR . � 6 REBAR © � 8 . CMU WALL - 5 R 7- 5 REBAR M .» EACH WAY PIT SLAB 16" 16 16"_ 16'; 16" z 15,. . ,'2 4 . •rt---- ##5 0 6", OC. SET FOOTING ON TOP _ ♦.. U. N .' OF EXISTING. • .�, �- 76-15 REBAR 8-#5 REBAR A SE TION! EACH WAY EACH WAY ..,.....a.SECTION,.11a....... . .----..----.-... -... ,EACH WAY SET FOOTING ON ,UNDISTURBED SET FOOTING ON UNDISTURBED ' SCALE: 3/-4" g I'-O" SCALE: 3/A' - 1'-0" SET FOOTING ON UNDISTURBED GRANULAR MATERIAL GRANULAR MATERIAL GRANULAR MATERIAL DRAWN : ' CHECKED SECTION E. ` SE� TIDN C' S� CTIOIti! D . �a_ ..__. SCALE: 3/A" r 1'-O" SCALE: 3/4 - I'-O SCALE: 3/•4" 1'-0" DATE, AtIG-02 : SCALE AS NOTED JOI3 NO. SHEET OF 4 SHEtTS s ,