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Home My WebLink AboutB16-1220 000-000-000DRAWING INDEX DRAWING RELEASE HISTORY DRAWING TITLE PAGES TYPE DATE DESCRIPTION COVER SHEET 1 Anchor Rod Drawings 5/09/2016 FOR CONSTRUCTION NOTES _ 2-3 Permit DraWings 5/10/2016 PERMIT SET- For Building Dept. Approval Su ANCHOR ROD PLAN q F3� Final ErectiPn Drawings 5/17/2016 FOR CONSTRUCTION PRIMARY STRUCTURAL 5-13 Final Erection Drawings Revision 1 7/26/2016 FOR CONSTRUCTION C97 pages 2, 5, 6-11,14,18,20&22 /+ n SECONDARY STRUCTURAL 14-19 ButlerManufacturing COVERING 20-23 a division of BlueScope Buildings North America, Inc. SPECIAL DRAWINGS STANDARD ERECTION DETAILS PLANOGRAPH DETAILS FINAL ERECTION ®RAISINGS Note: QUESTIONS CONCERNING YOUR ORDER CALL: The Canopy at grid B will be removed and all the required work will be performed in the field. Take into account the following considerations: PROD. MGR: Jill Greer (816)966-3759 _ The eave struts at grid B will be relocated to the top of the columns. E-MAIL ADDRESS: Classicll0butlermfa com - PROJ. CLARIFIER: Carlosalfaro. (616) 301.6322eXt.2s11 - The roof panel at grid B will extend Z-0" aprox. past the building line and it will be attached to a CLASSIC 11 self-supporting firewall NBBMC. - The self-supporting firewall NBBMC will not impose any loads to the BMC Structure. - Due to the presence of the firewall at grid B the wind closure is changed to "Enclosed". - The safety of the BMC structure is not being affected by these changes and No reinforcement is needed to meet the design requirements. VPC FLEMME: IB{ ;IAILL THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF DRAMCFIECK. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE DRAWING INDEX DRAWING RELEASE HISTORY DRAWING TITLE PAGES TYPE DATE DESCRIPTION COVER SHEET 1 Anchor Rod Drawings 5/09/2016 FOR CONSTRUCTION NOTES _ 2-3 Permit DraWings 5/10/2016 PERMIT SET- For Building Dept. Approval Su ANCHOR ROD PLAN q F3� Final ErectiPn Drawings 5/17/2016 FOR CONSTRUCTION PRIMARY STRUCTURAL 5-13 Final Erection Drawings Revision 1 7/26/2016 FOR CONSTRUCTION C97 pages 2, 5, 6-11,14,18,20&22 /+ n SECONDARY STRUCTURAL 14-19 ButlerManufacturing COVERING 20-23 a division of BlueScope Buildings North America, Inc. SPECIAL DRAWINGS STANDARD ERECTION DETAILS PLANOGRAPH DETAILS FINAL ERECTION ®RAISINGS Note: QUESTIONS CONCERNING YOUR ORDER CALL: The Canopy at grid B will be removed and all the required work will be performed in the field. Take into account the following considerations: PROD. MGR: Jill Greer (816)966-3759 _ The eave struts at grid B will be relocated to the top of the columns. E-MAIL ADDRESS: Classicll0butlermfa com - PROJ. CLARIFIER: Carlosalfaro. (616) 301.6322eXt.2s11 - The roof panel at grid B will extend Z-0" aprox. past the building line and it will be attached to a CLASSIC 11 self-supporting firewall NBBMC. - The self-supporting firewall NBBMC will not impose any loads to the BMC Structure. - Due to the presence of the firewall at grid B the wind closure is changed to "Enclosed". - The safety of the BMC structure is not being affected by these changes and No reinforcement is needed to meet the design requirements. VPC FLEMME: IB{ GENERAL NOTES MATERIALS ASTM DESIGNATION 3 PLATE WELDED SECTIONS A529, A572, A1011, A1018 GRADE 55 COLD FORMED LIGHT GAGE SHAPES ' A553, At 011 GRADE 60 BRACE RODS A572, A510 GRADE50 HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B CLADDING A653, A792 GRADE 50 OR GRADE 80 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAYBE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT, ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CCNNECTIONS MAY BE "SNUG -TIGHT' EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS ACRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES, GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA ALL A325 AND A490 BOLTS SHALL BE "PRE -TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT', UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS, BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 07/26/2016 LC revie COVER SHEET BOLDER: North Valley Building: CDBTOMER: The JM Smuckers Co. LocanDR. Chico, California PRwecT Smuckers SULOER'SPOM'. 16-930 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP' PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOp (�OO�yDn-�r1JIpL1ANG� �/� ®Y Y �/_ — --rT ''r I _ - Il.S__Go py— Inc. 2, 5, 6 - 11, 19, 18, 2 _CfC!l LCK� IHE bU ILEN MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF DRAMCFIECK. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 1 REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MFG. ENGINEER'S SEAL DOES NOT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. GENERAL NOTES MATERIALS ASTM DESIGNATION 3 PLATE WELDED SECTIONS A529, A572, A1011, A1018 GRADE 55 COLD FORMED LIGHT GAGE SHAPES ' A553, At 011 GRADE 60 BRACE RODS A572, A510 GRADE50 HOT ROLLED MILL SHAPES A36, A529, A572, A588, A992 GRADE 36 OR 50 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B CLADDING A653, A792 GRADE 50 OR GRADE 80 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAYBE USED TO DETERMINE THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT, ALL A490 BOLTS SHALL BE "PRE -TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CCNNECTIONS MAY BE "SNUG -TIGHT' EXCEPT AS FOLLOWS; PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS ACRANE GREATER THAN 5 TON CAPACITY. PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES, GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA ALL A325 AND A490 BOLTS SHALL BE "PRE -TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT', UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS, BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 07/26/2016 LC revie COVER SHEET BOLDER: North Valley Building: CDBTOMER: The JM Smuckers Co. LocanDR. Chico, California PRwecT Smuckers SULOER'SPOM'. 16-930 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP' PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOp (�OO�yDn-�r1JIpL1ANG� �/� ®Y Y �/_ — --rT ''r I _ - Il.S__Go py— Inc. 2, 5, 6 - 11, 19, 18, 2 _CfC!l LCK� 5/17/2016 DRAMCFIECK. Butler Manufacturing I EABE / JLMB PAGE. vacvERsrorv: 2016.1 1 adIANonol Blu$WNBOKi WMAR dca,kc. AIJG 18 2016 ',:i INC CROUP Codes and Loads Loading Dock Cover / THE BUTLER MFG. ENGINEER'S SEAT APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN ANOPERFORIAANCE REQUIREMENTS SPECIFIED BY BUTLER, THE BUTLER MFG ENGINEER'S SEAL DOES NOTSIGN O THE OTHER PRODUCT R DESIGN OF ANY OTHER PRODUCT OR R EXCEPT COMPONENT FURNISHED BY BUTLER TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED By BUTLER. WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN w.e. Norm Valley Building Systems, Irk. 07726/16 LC Wind enclosure change �' The JM Smackers Co. INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. City: Chico County: Butte $tate: California Country: United States Building Code Longitudinal Direction Parameters 2 Building Code: 2013 California Building Standards Code Structural: 10AISC - ASD Rainfall: I: 3.30 inches per hour Based on Building Code: 2012 International Building Code Cold Form: 12AISI - ASD f1c: 3000.00 psi Concrete Building Risk/Occupancy Category: II (Standard Occupancy Structure) Loading Dock Cover Dead and Collateral Loads Material Dead Weight Roof Live Load Collateral. Gravity:3.00 psf Roof Covering + Second. Dead Load: 1.98 psf Roof Live Load: 20.00 psf Reducible Collateral Uplift: 0.00 psf Frame Weight (assumed for selsmic):2.50 psf Wind Load Snow Load Seismir Load Wind Speed: Vult: 110.00(Vasd: 85.21) mph Ground Snow Load: pg: 0.00 psf Lateral Force Resisting Systems using Equivalent Force Procedure The 'Envelope Procedure' is Used Flat Roof Snow: pf: 0.00 psf Mapped MCE Acceleration: Ss: 61.00 %g Wind Exposure: C - Kz: 9.999 0.892 Design Snow (Sloped): ps: 0.00 psf Mapped MCE Acceleration: S1: 27.00 Bg Parts Wind Exposure. Factor: 9 902 0.892 Rain Surcharge: 0.00 Site Class: Stiff soil (D) Wind Enclosure: flee ^___ _-___._-.___ Enclosed Exposure Factor: 2 Partially Exposed - Ce: 1.00 Seismic Importance: Is: 1.000 Topographic Factor: Kzt: 1.0000 Snow Importance: Is: 1.000 Design Acceleration Parameter: Sds: 0.5335 Thermal Factor: Unheated - Ct: 1.20 Design Acceleration Parameter: Shc: 0.3348 NOT Windborne Debris Region Q Ground / Roof Conversion: 0.70 Seismic Design Category: D Base Elevation: 0/0/0 Obstructed or Not Slippery Seismic Snow Load: 0.00 psf Primary Zone Strip Width: 2a: 20/7/12 8 Snow Used in Seismic: 0.00 Parts,/ Portions Zone Strip Width: a: 7/10/13 Diaphragm Condition: Flexible Basic Wind Pressure: q: '2"J-12-psf 23.49 psf Fundamental Period Height Used: 20/7/12 Transverse Direction Parameters Ordinary Steel Moment Frames Redundancy Factor: Rho: 1.30 Fundamental Period: Ta: 0.3155 R -Factor: 3.50 Overstrength Factor: Omega: 2.50 F( F14 Y Y, Deflection Amplification Factor: Cd: 3.00 Loading Dock Cover / THE BUTLER MFG. ENGINEER'S SEAT APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN ANOPERFORIAANCE REQUIREMENTS SPECIFIED BY BUTLER, THE BUTLER MFG ENGINEER'S SEAL DOES NOTSIGN O THE OTHER PRODUCT R DESIGN OF ANY OTHER PRODUCT OR R EXCEPT COMPONENT FURNISHED BY BUTLER TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED By BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REr`RODUCED OR USED FOR ANY O'HER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. Base Shear: V: 0.1524 x W Wall 2 - Canopy 1 w.e. Norm Valley Building Systems, Irk. 07726/16 LC Wind enclosure change �' The JM Smackers Co. BLTLER Butler Manufacturing s 2016.1 'OBf' 10668-01 Cover 5/092018 Chico, California B � ec*- SmacManufacturingLC Longitudinal Direction Parameters 2 Ordinary Steel Concentric Braced FramesRedundancy Factor: Rho: 1.30 Loading Dock Cover Fundamental Period: Tat 0.1937 /Roof: A R -Factor: 3.25Loading "//Lo7ngck Overstrength Factor: Omega: 2.00 Dock Covet Deflection Am lification Factor: Cd: 3.25 Base Shear: VP 0.1642 x W Wall 9 - Canopy 1 i i REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP FOR CONSTRUCTION - ' THE BUTLER MFG. ENGINEER'S SEAT APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN ANOPERFORIAANCE REQUIREMENTS SPECIFIED BY BUTLER, THE BUTLER MFG ENGINEER'S SEAL DOES NOTSIGN O THE OTHER PRODUCT R DESIGN OF ANY OTHER PRODUCT OR R EXCEPT COMPONENT FURNISHED BY BUTLER TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED By BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REr`RODUCED OR USED FOR ANY O'HER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 CODES AND LOADS i w.e. Norm Valley Building Systems, Irk. 07726/16 LC Wind enclosure change �' The JM Smackers Co. BLTLER Butler Manufacturing s 2016.1 'OBf' 10668-01 CONTRACTOR ANDIORWORKMANSHIP THEACCURATE NSHIPIERECTOR IS ERECTING RESPONSIBLE FOR BUILDING IN ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING INTHISTHIS ACCORDANCE WITH THIS DRAINING, DETAILS REFERENCED IN THIS DRA'NING, ALL APPLICABLEIN BUTLER MFG. EREJTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 5/092018 Chico, California oaLC cnrc / " � ec*- SmacManufacturingLC NTS rum -m - 16-930 2 r PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATA 2 BY I W BUILDERICONTRACTOR RESPONSIBILITIES Butler Mfg. follows the guklelires as outlined In the ASC and MBMA Codes of Standard Practice. Mier Mfg. standard product specifications, design, fabrication, quality criteria shall govern an work unless stipulated otherwise In the contract documents. In rase of discrepancies between Butler Mfg. structural plans and plans for other trades, Butler Mfg. structural prang shall govern It Is the,mponsbllity of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance of Butler Interpretation of the contract purchase order. Unless specific design criteria cowerring Interface design and details are furnished as part of the contract, Butler Mfg. design assumptions shall govern Butler engineers are not Project Engineers or Engineer of Record for the overall project Butler ergineerirg supply sealed engineering design data and drawings for Butler supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades. The Builder or AJE firm are responsible for the overall project coordination, Including ccordkatlon with appropriate inspection and testing agencies. All interface andfor compatibility of any materials not furnished by Butler are to be considered and coordinated by the builder or AIE firm CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for construction N strict accordance with Butler Mfg. "FOR CONSTRUCTION" drawings and all applicable product installation guides. Butler is not responsible for work done from any other Butler drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others. As erected field assembles of members shall be as speckled In MB41A Code of Standard Practice (in Canada - CSA S16), which require LI500 tolerance of Installed members. Occasional field work including shimming, cutting, coping and drilling for final fie -up are considered part of erection. Specified field work and field welting conditions Indicated on these drawings shag also be Included In the erectors scope of work. See Erection Guide for shimming procedure. For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder Is responsible for having knowledge of, and shall corny with, all OSHA requirements and all other governing site safety crkerla. The builder Is responsible for designing, supplying, locating and installing temporary supparfs and bracing during erection of the building. Butler bracing's designed for code required bads after building completion and shall not be considered as adequate erection bracing. Sea Erection Guide. EXISTING STRUCTURES Butler must be advised of any existing structure that Is within 20 ft. of &leer's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. Butler cannot be resporsible for the design or loading of existing buildings. BRACING Tension times rods work In palm to balance forces caused by Initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be Installed lease and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles It may be necessary to support the rods at mini -bay by suspending them from secondary members. Bracing for sesmic or wind loading of objects or equipment that are not a part of the Butler structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing strut. Equipment bracing and suspension connections must not Impose torsion or minor axis loads, or cause local distortion In any Butler components. Butler accepts no resporsibiihy for design or installation of bracing systems riot furnished by But!". FIELDWELDING An field welding shag be done at the direction of a design professional, and done in accordance with governing requirements (AWS In USA CWB In Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS)• A WPS shall be prepared by the contractor for each welding variation specified. The contractor is responsible for any special welding Inspection as required by local jurisdiction Filler metal shall be 70 ksf (480 MPa) tensile strength For welds in high seismic force resisting system (Seismic Cat D. E or F), mtNmun Charly V -Notch toughness shall meet AISC-341 criteria (20 ft -lbs mhn @ ODeg F). Interpass temperatures shag not exceed 5500eg F (30oDeg C). SIGNAGE The Builder Is responsble for furnishing signs as required by Code and the Building Department, Including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits. Floor leading signs shall clearly Indicate maximum Boor Ave load permitted Bulk storage facilities shall have signs clearly posted on all loaded walls Indicating the type of commodity stored and the mond rxsrtstorage height Signs shall be clearly visible when building is fully loaded to design level. Overloading of floors or walls may result In failure. DELIVERIES it is tpe resporalbility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job ske unloading delays. Claims for damage or shorts MUST be noted our the Bilt-of-Lading or delivery receipt and filed against the carrier by the consignee as per Butler's Tents of Sales (F.O.B. Plant) undef the Uniform Commercial Code. It Is critical that damages or shorts be noted on the Bill -of -Lading or you have little recourse with the carrier. Immediately upon delivery of material, rmtef ial quantities are verified by the Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier Is responsible for material shortages against quantities billed on the shipping document A such shortages are not noted on the shippinry documents upon delivery W material and acknowledged by the carriers agent. For materials concealed In bundles, boxe4, or crates, shortages must be reported Immediately upon unpacking. Should products get wet, pulled and crated materials must be unpacked and unbundled immediately to provide drain0ge of trapped moisture. See Erection Guide for proper job site storage procedure. SEALANTS Sealants shall be applied in strict accordance with Butler details or weather tightness will be compromised. Sealant must be applied In temperatures and weather conditions consistent with Inhaling. INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer mast ensue that proper solation from the Baler building has been provided to avoid structural damage due to differential movements, or Inadvertently appy bads to the Butler structure. Butler accepts no responsibility for the design of the independent mezzanine. FIRE CODE COMPLIANCE it is tie responsibility of the project design professional and builder to comply with local fire code reguptions Including consideration of, but not lin Ilted to, building use and occupancy, all building comiruction materials, separation reguiremerts, egress requirements, fire protection system, etc Builder shall advise Butler of arry special requirements to be fumished by Butler. FIELLI MODIFICATIONS hbddications to this building from details and instructions contained on these drawings rust be apprdved In writing by Butler Mfg. engineers, or other licensed structural engineer. This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc The owner shall not Impose bads to this structure beyond what Is specified for this building in the contract documents. Butler Mfg. accepts nu responsibility for the consequences of ary umulhorized additions, alterations, or added bads to this structure. if the builder Intends to invoke Butler Mfg. for modifications In excess of $1000, The builder must notify Butler Mfg. Immediately, and obtain a Work Authorization from Butler Mfg prior to proceeding. All final claims must be submitted to Butler Mfg with all supporting documentation wlthip 30 days of the building completion Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate smount of reaming, drilling, chipping I cutting and minor welding are considered by Code of Stannard Practice to be part of erection are not subject to claim reimbursement. CONeRETEMWONRYICONVENBONAL STUD WALLS The engineer responsible for the design of the wag system Is responsible for coordinating with, or specifying to Butler Mfg, any wall to steel compatibility Issues such as drift and deflection cotmpatibility, special base details, and wall to Butler steel connections. All fasteners, sealant and counter flashing of wag systems are to be provided by contractor. The engineer responsible for the wall shall design the anchorage to Butler supporting elements consistent with Code required faces THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY ONLY TO THE WORK PRODUCT Of BUTLER OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED MFG. AND DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR REQUIREMENTS SPECIFIED BY BUTLER, USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PANELS Oil canning is an Inherent characteristic of cold fouled steel panels. h Is the result of several factors that Include induced stresses in the raw material delivered to Butler, fabrication methods, Installation procedures, and post Installation themal forces. Thtu fastened panels will exhibit some dimpling when Installed, especially when Insulation Is installed between panes and secondary supports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners. Roof rumble is a phenomenon that Is caused by wind gusts rifting up on the roof panels and then springing back Into place. All panes experience this action to some degree, especially with concealed clip Standing Seam panes. Roof rumble noise may be minimized by providing a layer of blanket Insulation between the panes and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board Insulation A minknum of 3 Inch thick blanket is reconxueoded over steel secondary members, or 2 Inch over substrates. - Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and Is not grounds for rejection of panes. The Standing Seamjoirt detail Is designed with an Interlocking feature for ease of Installation. However, it is imperative that installed Standing Seam pawls be secured to the secondary structural members and properly seamed prior to departure from the job site each day. SKYLIGHTS Local building departments may require added fall restraint due to conditions; that may affect the skylight structural Integrity. It is the responsibility, of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department. RAIN WATER RUNOFF Drainage systems must be designed by the project professional to campy with code requirements. Butler is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain Intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT The purpose of Butler's shop coat Is to provide protection for the steel members during transportation, during temporary job site storage and during erection Standard shop formulation Is not designed to perform as a finish coat when exposed to environmental conditions. Members shag be kept free of the ground and properly draked during job she storage. It Is the Builders responsibility to ensure that If a finish coat s being applied over Butler shop coat that the painting contractor verifies compatibility between his finish coat and Butler's shop coat. BUTLER MFG. ACCREDRATIONS AND APPROVALS Fabricator Approval IAS AC472 Approvals: (www.bwn0ne.orglMetal_Building_SystensMlBhtml) Listed under BlueScope Buildings North America, Inc. City of Los Angeles, CA #F800031; City of Houston, TX 767; City of Phoenix, AZ C19-02008; Clark County 43 8, 833 Design Approvals IAS AC472 Approvals: (www.iasongm.o4Metal Building_SystenrJARhtrrt) Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. Canadian CSA A660 Certifications (httpJeng.cwbgroup,mglCertifimtiordPagn/CertirmdOoripanySearcKaspx) Listed under BlueScope Buildings North America, Inc. REVIEWED Engineering Certifications of Authorization USA—AR#576;FL#30427;ID#C-2470; 11-9184-002649;KS#E-29;MS#E-0592; FOR CODE COMPLIAN( MO#E-2010007/36; NC#F-M8; OK#CA4170PE; SD#C-1787; TX#F4828; W V#C03059-00; CAN—AB#P08900; NS#30123; ON111001487%; and YT#PP134 AUG 18 2016 BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 onTE n. cexnmw. NTS FOR CONSTRUCTION ERECTION NOTES u.Nonh Valley Builerg Systems, Rc. ST�ER The JMSmuckem Co. Chico, California Smuck" uoerrs m. 16-930 INTERWEST CONSULTING GROUP No. C 82293 Exp. 3-31-18 Bu1br ManuFaet71rIg 2010.1 3 PERMIT# Y'1/2' BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR S COMPLIANCE I VV n / DATE, !��—=�Y lVv ��I ., �II I ,., �� r•,,.I ISI I 1, ANDWLR RS, NUTS, ANY ED IIT!��NDT EMBEDDED ITEMS ARE TO" BEMFURNISHEDRRVACDNTRACO RER ',—HARDENED 2. ANCHOR ROD DIAMETERS WERE DETERMINED By APOWABLE - WASHER SHEAR AMC TENSION PER ASC SPECIFICATIONS (FY i6KSl). 4" 11C2mm) p (ASTM F1554 SPADE 36) ANCHOR ROD LENGM. EF=ECTS PROIJE-CPON L OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OF TRANSFERPRG FORCES FROM ANCHOR RODS TO r <� - VARIES FOOTINGS ARE TO BE DIETERVINED BY OTHERS. J. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED 51 E w BOTTOM OF COLUMN BOTTOM OF AND DETAILED AS"CAST-IN-PLACE" ANCHOR RODS WITH _ E 2 nn COLUMN SNUG TIGHT" CONNECTIONS. BASE PLATE ELEV, BASE PLATE 4. FOUNDATION MUST BE LEVEL SQUARE AND SMOOTH_ LEE w m 7 AN,'_HOR RODS MUST BE ACCURATELY PLACED AS SHI E _TDP OF FOUNDATION - CONSIDER �`/ ON THIS DRAWING OR STEEL WILL NOT FIT, THE BUILDER z Y ANY SPACE 9ETWEEN THE FOUNDATON IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS 0] AND COLUMN BASE IN ANCHOR ROD PER NICE CODE OF 57ANDARD PRACTICE, SEC 7.5 ,LENGTH REQUIREMENT VARIATIONS ARE SUMMARIZED BELOW, CEN ERS OF ANY TWO APE WITHIN A COLUMN BASE ` 21/2" 21/2" - STD = 1/2" (13mm) G9OUF:+-I/5' tHE C PROJECTION ABCT'E THE BOTTOM OF THE BASE PLATE c `, CENTERS OF;1-1ADJACENT AR GROUPS; +-1/C" 64mm 64mm RM TO FNSURE ADEQUATE ANCHOR ROD FLUSH = 0 (Om OTT TOPS U AR 5; ITJ BET ISA H A DIED MNTP Q, ACCUMULATED DIN BETWEEN CENTERS OF AS GROUPS Ct FOUND A DIFFERENT PROJECTION MAY BE REQUIRED BY THE EZITI COLUMN uNE, +-I/a' PER iDaFT, NOT To FOUNDATION DESIGNER. DIIJ FROM M' TOTAL :hoc Rods THE ANCHOR ROD PROJECIIHN MAY NEED TO BE CUT OFF IF v e. DIM FROM CEMER OF ANY AR GROUP FROM COLUMN D�2 (4)3/4" Dia. GR36 Anchor Rods THERE IS INTERFERENCE RICH OTHER PARTS. TYPICAL LQ LUMN UNE. +-1/4 iDi, w=9" L=1•-1" BASE PLATE DETAIL It-,. oim: A=1'-0•• SUGGESTED ANCHOR ROD PROJECTION a. ecACTONeaREPORD REAcnarvs ARE FueMrsHEa w PIPE �-m 2 1'-0" 1 6" Dimension Key T I I I I T Dl D2 D2 D2. D21I Dl! } 1 D2 ID2 D2 D2! Dl}' 1 I I I I 1 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP FOR CONSTRUCTION .,A ,11.<l .w.onar.swr.uu�w. wmm"w. k. PERMIT # 131 U/ ' BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CE GOMPL.IANCE Q2H16•-0" 17'-0" k-24•-0" k I 20'-0" 17'-6 I TTL 1 96,-0" BD BL ANCHOR ROD PLAN FlnIshed_Floo_r_F.lev_atlon-100`4aUnless Noted OM_er Wmee PLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY BUTLER MANUFACTURING DEER CE OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR 1540 GENESSEE ST. KANSAS CITY, MO 64102 ER. USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. OES DR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR IR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN KEPT ACCORDANCE WFH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL = APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING Eft. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF T EMPORARY BRACING. Pe..+«oscve. NTS REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP FOR CONSTRUCTION .,A ,11.<l .w.onar.swr.uu�w. wmm"w. k. PERMIT # 131 U/ ' BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CE GOMPL.IANCE Bracing Part Schedule Part Qty Length 03RS2900 4 29'-0" 04RS2611 4 26'-11" 03RS2211 4 22'-11" Detail BR02H1 BR02H1,BR02J1 BR02H1 02 1 2 3 To'�'� T 0 S22�1 �0 0 0 0 0 0ro Op % rm)nvnnn UrvnnC Urx UCXO10 CX012 BL 6'-0"17'-0" 0'-0"Y-17'-6" PRIMARY AND ROOF BRACING PLAN 1 6" REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP Self supporting Firewall NBBMC I< No. C 82293 Exp. 3-31-18 Cf VIS/ FDimension Key FOR CONSTRUCTION Shape Name= Loading Dock Cover THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS pRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING PRIMARY AND ROOF BRACING PLAN ' 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (17120) ONLY TO THE WORK PRODUCT OF BUTLER BUTLE11 MFG, IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WTHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRPMN. BUILDER: North Valley Building Systems, Inc.JO6 16-- 010666-01 UNLESS NOTED OTHERWISE. - BUTLER MFG. ENGINEER'S SEAL DOES NOT GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR 1 07/26/16 LC Removal of canopy at grid B cusra.�ER: The JM Smuckers Co. DAiE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME APPLY TO THE PERFORMANCE OR DESIGN OF THE TE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCATON Chico, California BUTLER '� 5/17/2016 CRFWWCH CK: SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT ACCURATE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER EASE / JLMB FURNISHED BY BUTLER EXCEPT TO ANY MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER Rro�ECT' Smuckers Butler Manufacturing g EAce. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BuuDERS Eon. 16-930 \PC VERSKKJ'. 2816.1 5 ' SPECIFIED BY BUTLER. sIH2O1g 10 J628 adMslonof Sh So,pe BudIW$NOMAvredca, w, . WC FILENAME: 1"I W6641 - 0l PERMITff l(' BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C 'M'nnPLIANCE O E�j. DA (/ .lY_ BY L- --- -- —. - - ,_I. .. • it II u Frame Member Schedule Grade Bolt Bolt Plate Rows Rows Washer Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth In Approx.Weight CBX001 10001 5.0000 .1345 .1345 1'-0" 1'-0" 10'-7 7/8" 113# CBX001 10002 5.0000 .1345 .1345 1'-0" 1'-0" 10'-7 7/8" 113# CX001 1 8.0000 .2500 .1345 1'-10" 1'-10 1/16" 18'-5 13/16" 517# 0097284 2 8.0000 .2500 .1644 1'-10 1/16" 1'-10" 1 2 Yes RBX001 3 5.0000 .2500 .1345 2'-0" 1'-2" 22'-2 13/16" 365# 1540 GENESSEE ST. KANSAS CITY, MO 64102 4 5.0000 .1875 .1345 1'-2" 1'-2" 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME RBX002 5 5.0000 .1875 .1345 1'-2" 11" 15'-0" THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR 196# RBX003 6 5.0000 .1875 .1345 11" 1'-2" 15'-0" 196# RBX001. 7 5.0000 .1875 .1345 1'-2" 1'-2" 22'-2 13/16" 365# 8 5.0000 .2500 .1345 1'-2" 2'-0" DRAWNGSCALE: NTS BUEDERS Butler Manufacturing CX002 9 8.0000 .2500 .1644 1'-10 1/16" 1'-10" 18'-4 3/16" 517# 10 8.0000 .2500 .1345 l'-10" 1'-10 1/16" 1-7 10'-0" B 39' -7 5/8" 1.000:12--� 3 3 39'-7 5/8" 1.000:1 0 0 im N n O O O O ip O O rn O r BIL 0 0 x 0 RBX001 W [7 --__ - --_- -- D ---- RgX002 RBX003 r� RBX001 Frame Clearances Horiz. Clearance between members l(CX001) and 9(CX002): 73'-10 15/16" Horiz. Clearance between members 1(CX001) and 10(CX002): 73'-10 15/16" Horiz. Clearance between members 2(CX001) and 9(CX002): 73'-10 15/16" Horiz. Clearance between members 2(CX001) and 10(CX002): 73'-10 15/16" Vert. Clearance at member 2(CX001): 16'-5 7/16" Vert. Clearance at member 9(CX002): 16'-5 7/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Bolt Connection 6 Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo No. C82293Arn Dia. Length Thick. Out In Exp. 3-31-18 A 6 A325 1/2" 1 1/2" 3/8" 2 1 49080 B 3 A325 3/4" 2 1/2" 1/2" 2 1 Yes 0097284 C 4 A325 3/4" 2 1/2" 3/8" 1 1 Yes 0097284 D 6 A325 3/4" 2 1/2" 3/8" 1 2 Yes 0097284 N r- at O O u7 O B A - I CBX001 REVIEWED I FOR CODE COMPLIANCE N AUG 18 2016 o INTERWEST I CONSULTING GROUP I BL 0'-0"--1 7 10'-0 7/16" 1.000:12 FRAME CROSS SECTION AT FRAME LINE (S) 1 6 22'-3 1/2" Ridge Ht. No. C82293Arn Exp. 3-31-18 4 2 @ 4'-3 5/16" 3 1' -1" ZZ7 ,,/ % ` 7�i:7 2 8 1/2"s9TF�FV 1 18'-2" ❑ Dimension Key Shape Name = Loading Dock Cover Wall 4, Frame 1 FOR CONSTRUCTION 1. USE 112X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING" W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE BUTLER r„IFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICAOLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S)1 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV. DATE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME BUTLER MFG. ENGINEER'S SEAL DOES NOT Br OESCRPTM BUILDER North Valley Building Systems, Inc. sos°: SIDE OF THE WEB AS THE HILLSIDE WASHER. APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR 1 07/26/16 LC Removal of rano at rid B PY g cusrCn7BR The JM Smuckers Co. 16-010666-01 ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE ogre FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER iocAmN Chico, California E3UTLER 5/17/2016 DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PRodEcr: Smuckers ORAVMYCHECK: EABE / JLMB SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWNGSCALE: NTS BUEDERS Butler Manufacturing P ACE., VPC FILENAME: 1B91088E-Of Pox. 16-930 VPCVERS pN :2016.1 6 -'--'-- emus,ono,mues�pja/nuau�g/sNorinPme�ca,I�nJ. PERMIT# ,Y J I' BUTTE COUNTY DEVELOPMENT SERVICES AE EPNCODCML CE DAT_UZ-Z- BY Frame Clearances Horiz. Clearance between members l(CX003) and 7(CX004): 72'-5 3/4" Horiz. Clearance between members 1(CX003) and 8(CX004): 72'-6 9/16" Horiz. Clearance between members 2(CX003) and 7(CX004): 72'-4 15/16" Horiz. Clearance between members 2(CX003) and 8(CX004): 72'-5 3/4" Vert. Clearance at member 2(CX003): 16'-3 3/16" Vert. Clearance at member 7(CX004): 16'-3 3/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Ll 1 11_ A Dia. Length Thick. Out In A 6 A325 Frame Member Schedule 2 1/2" 1/2" 2 1 0097284 B 5 A325 Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth A325 Approx.Weight 2 1/2" CBX002 10001 5.0000 .1875 .1345 1'-0" 1'-0" 10'-7 11/16" 134# CBX002 10002 5.0000 .1875 .1345 1'-0" 1'-0" 10'-7 11/16" 134# THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CX003 1 8.0000 .2500 .1644 l'-0" 2'-6 3/16" 18'-6 9/16" 590# DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER 2 8.0000 .2500 .1875 2'-6 3/16" 2'-7" RBX004 3 5.0000 .3125 .1644 2'-3" 1'-5" 36'-6" 754# O 4 5.0000 .2500 .1345 l'-5" 2'-2" O114 0 rn RBX004 5 5.0000 .2500 .1345 2'-2" 1'-5" 36'-6" 754# 1-4 N 6 5.0000 .3125 .1644 1'-5" 2'-3" CX004 7 8.0000 .2500 .1875 - 2'-6 3/16" 2'-7" 18'-4 3/16" 590# 8 8.0000 .2500 .1644 1'-0" 2'-6 3/16" B A Frame Clearances Horiz. Clearance between members l(CX003) and 7(CX004): 72'-5 3/4" Horiz. Clearance between members 1(CX003) and 8(CX004): 72'-6 9/16" Horiz. Clearance between members 2(CX003) and 7(CX004): 72'-4 15/16" Horiz. Clearance between members 2(CX003) and 8(CX004): 72'-5 3/4" Vert. Clearance at member 2(CX003): 16'-3 3/16" Vert. Clearance at member 7(CX004): 16'-3 3/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Bolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo A Dia. Length Thick. Out In A 6 A325 3/4" 2 1/2" 1/2" 2 1 0097284 B 5 A325 3/4" 2 1/2" 1/2" 3 2 Yes 0097284 C 8 A325 3/4" 2 1/2" 3/8" 2 2 Yes 0097284 BUTLER MANUFACTURING' 1540 GENESSEE ST. KANSAS CITY, MO 64102 DAIS: BY'. DESCRPIgN: 07/26/16 1 LC I Removal of canopy at grid B DaawwcsCALE: NTS 511/1018 1SM31 1-D11---1 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP 1 FOR CONSTRUCTION FRAME CROSS SECTION AT FRAME LINE(S) 2 auLoER. North Valley Building Systems, Inc. 16-- 010666-01 CUBTWER: The JM Smuckers Co. DA : LocAnoN. Chico, California BUTLER 5/17/2016 �' DRAWMCHECK: PROJECT: SmuckerEABE / JLMB Butler Manufacturing P 76r - BUILDERS PON: 16-930 1 VPC VERSION: 2016.1 7 e ElN'rs/l��n of BlueSmnpa 9utll,gx NaT Pme,lee. Fc. PERMIT # I / I G I �� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE COMPLIANCE DATE 2221 L BY I0-1 B 79'-011 BL A 7 10'-0 7/16" 1.000:12 5/8" 1.000:12 6 22'-3 1/2" Ridge Ht. 3 3 5 2 @ 4'-5 3/411 39'-7 5/8" 1.000:12 4 2 @ 4'-3 5/1611 3 11-11, 39'_7 2 8 1/2" 1 18'-2'1 ❑ Dimension Key 7 6 @ 51_011 Shape Name =Loading Dock Cover Wall 4, Frame 2 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER 6 @ 5'-0"_ 4 MFG. AND DESIGN AND PERFORMANCE APPUC,4BLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, 4 FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE 3 5 WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. wevaENAUE: 1ea1os5aol O p] al O O .-1 W N W O114 0 rn W U N N WCq _.-__U._.__ 1-4 N N U N __� _._�_ -__ B A _-_- g REX004 u T' RBY. 004 CBX002 BUTLER MANUFACTURING' 1540 GENESSEE ST. KANSAS CITY, MO 64102 DAIS: BY'. DESCRPIgN: 07/26/16 1 LC I Removal of canopy at grid B DaawwcsCALE: NTS 511/1018 1SM31 1-D11---1 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP 1 FOR CONSTRUCTION FRAME CROSS SECTION AT FRAME LINE(S) 2 auLoER. North Valley Building Systems, Inc. 16-- 010666-01 CUBTWER: The JM Smuckers Co. DA : LocAnoN. Chico, California BUTLER 5/17/2016 �' DRAWMCHECK: PROJECT: SmuckerEABE / JLMB Butler Manufacturing P 76r - BUILDERS PON: 16-930 1 VPC VERSION: 2016.1 7 e ElN'rs/l��n of BlueSmnpa 9utll,gx NaT Pme,lee. Fc. PERMIT # I / I G I �� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE COMPLIANCE DATE 2221 L BY I0-1 10'-0" 79'-011 BL FRAME CROSS SECTION AT FRAME LINE(S) 2 7 10'-0 7/16" 1.000:12 6 22'-3 1/2" Ridge Ht. 5 2 @ 4'-5 3/411 4 2 @ 4'-3 5/1611 3 11-11, 2 8 1/2" 1 18'-2'1 ❑ Dimension Key Shape Name =Loading Dock Cover Wall 4, Frame 2 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,. MFG. AND DESIGN AND PERFORMANCE APPUC,4BLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE E FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. wevaENAUE: 1ea1os5aol BUTLER MANUFACTURING' 1540 GENESSEE ST. KANSAS CITY, MO 64102 DAIS: BY'. DESCRPIgN: 07/26/16 1 LC I Removal of canopy at grid B DaawwcsCALE: NTS 511/1018 1SM31 1-D11---1 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP 1 FOR CONSTRUCTION FRAME CROSS SECTION AT FRAME LINE(S) 2 auLoER. North Valley Building Systems, Inc. 16-- 010666-01 CUBTWER: The JM Smuckers Co. DA : LocAnoN. Chico, California BUTLER 5/17/2016 �' DRAWMCHECK: PROJECT: SmuckerEABE / JLMB Butler Manufacturing P 76r - BUILDERS PON: 16-930 1 VPC VERSION: 2016.1 7 e ElN'rs/l��n of BlueSmnpa 9utll,gx NaT Pme,lee. Fc. PERMIT # I / I G I �� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE COMPLIANCE DATE 2221 L BY I0-1 I 1 L I; Frame Member Schedule THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight CBX003 10001 5.0000 .2500 .1345 1'-01, 1'-0" 10'-7 11/16" 159# CBX003 10002 5.0000 .2500 .1345 1'-0" 1'-0" 10'-7 11/16" 159# CX005 1 8.0000 .3750 .1345 1'-0" 1'-8 11/16" 18'-5 11/16" 621# 2 8.0000 .3750 .2500 1'-8 11/16" 1'-9" U_�__ 01 RBX005 3 5.0000 .3750 .1875 2'-5" 1'-3" 37'-4 5/16" 857# 4 5.0000 .3125 .1345 l'-3" 2'-1" RBX006 5 5.0000 .3125 .1345 2'-1" 1'-3"- 37'-4 5/16" 856# 6 5.0000 .3750 .1875 l'-3" 2'-5" y CX006 7 8.0000 .3750 .2500 1'-8 11/16" 1'-9" 18'-4 3/16" 617# 8 8.0000 .3750 .1345 1'-0" 1'-8 11/16" s 11 39,_7 5/8" 1.000:12 3 3 39'-7 5/8" 1.000:1 6 @ 5'_011 6 @ 51-011 4 ------� 0 0 Frame Clearances Horiz. Clearance between members 1(CX005) and 7(CX006): 74'-1 1/4" Horiz. Clearance between members l(CX005) and 8(CX006): 74'-1 5/8" Horiz. Clearance between members 2(CX005) and 7(CX006): 74'-0 15/16" Horiz. Clearance between members 2(CX005) and 8(CX006): 74'-1 1/4" Vert. Clearance at member 2(CX005): 16'-0 5/16" Vert. Clearance at member 7(CX006): 16'-0 5/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Dia. Length Thick. Out In A 6 A325 3/4" 2 1/2" 5/8" 2 1 0097284 B 4 A325 3/4" 2 1/2" 1/2" 3 1 Yes 0097284 C 8 A325 3/4" 2 1/2" 3/8" 2 2 Yes 0097284 D 5 A325 3/4" 2 1/2" 1/2" 4 1 Yes 0097284 BIL 7 10'-0 7/16" 1.000:12 6 22'-3 1/2" Ridge Ht. 5 2 @ 4'-5 3/4" 4 2 @ 4'-3 5/16" 3 11-11, 2 8 1/2" 1 18'-2" 7 Dimension Key 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Un 0 0 x U ggX005 I VPC, Ffi-1 @ 16-0101 79'-0" FRAME CROSS SECTION AT FRAME LINES) 3 Shape Name = Loading Dock Cover Wall 4, Frame 3 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE FOR MY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THk GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ,ACCORDANCE FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. O M t+1 O O M N O O OM. Q O N fWA W W W 44 N O lD O O 11'1 O 01 O Do C7 U_�__ 01 N M 0 o N Do U--_-- U_ W FIE C'J __.__� r" R1 U V1 W y ._-.--W --��C CQ En En W N W BIL 7 10'-0 7/16" 1.000:12 6 22'-3 1/2" Ridge Ht. 5 2 @ 4'-5 3/4" 4 2 @ 4'-3 5/16" 3 11-11, 2 8 1/2" 1 18'-2" 7 Dimension Key 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. Un 0 0 x U ggX005 I VPC, Ffi-1 @ 16-0101 79'-0" FRAME CROSS SECTION AT FRAME LINES) 3 x 0 0 CIN BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE', BY, DEscRP1 07/26/16 LC I Removal of canopy at grid B DRAWING SCALE'. Iii BL CBX003 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP 0'-0" &1:10107016`1101413iil%I FRAME CROSS SECTION AT FRAME LINES) 3 BUILDER North Valley Building Systems, Inc. CUST ER The JM Smuckers Co. LOCAMIN Chico, California BUTLi u"AWwGnEGrt: PROJECT Smuckers Butler Manufacturing EABE / JLMB N PAGE BUILDERS PO 16-930 wcvERsiaN: 2016.1 8 IBM 32 e OiNslon of BlueS opjBuidi,gs NOM Am arca,Inc. PERMIT4- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR � C' d/DF OMPLIANCE D� --t1G�L! BY w Shape Name = Loading Dock Cover Wall 4, Frame 3 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REQUIREMENTS SPECIFIED BY BUTLER. THE FOR MY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THk GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ,ACCORDANCE FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. x 0 0 CIN BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 DATE', BY, DEscRP1 07/26/16 LC I Removal of canopy at grid B DRAWING SCALE'. Iii BL CBX003 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP 0'-0" &1:10107016`1101413iil%I FRAME CROSS SECTION AT FRAME LINES) 3 BUILDER North Valley Building Systems, Inc. CUST ER The JM Smuckers Co. LOCAMIN Chico, California BUTLi u"AWwGnEGrt: PROJECT Smuckers Butler Manufacturing EABE / JLMB N PAGE BUILDERS PO 16-930 wcvERsiaN: 2016.1 8 IBM 32 e OiNslon of BlueS opjBuidi,gs NOM Am arca,Inc. PERMIT4- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR � C' d/DF OMPLIANCE D� --t1G�L! BY w Frame Member Schedule .Qty Grade Bolt Bolt Plate Rows .Rows Washer Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight CBX004 10001 5.0000 .2500 .1345 1'-0" 1'-0" 10'-7 11/16" 159# CBX004 10002 5.0000 .2500 .1345 1'-0" 1'-0" 10'-7 11/16" 159# CX007 1 8.0000 .3750 .1345 1'-0" 1'-10 9/16" 18'-5 13/16" 642# U' 2 8.0000 .3750 .2500 1'-10 9/16" 1'-11" O W RBX007 3 5.0000'.3750 .-I .1875 2'-7" 1'-6" 37'-2 7/16" 899# 4 5.0000 .3125 .1345 1'-6" 2'-2" � U r -I rn En RBX008 5 5.0000 .3125 .134.5 2'-2" 1'-6" 37'-2 7/16" 899# 6 5.0000 .3750 .1875 1'-6" 2'-7" ' -- w m CX008 7 8.0000 .3750 .2500 1'-10 9/16" 1'-11" 18'-4 3/16" 642# - 8 8.0000 .3750 .1345 1'-0" 1'-10 9/16" --- C7 N DESIGN OR PERFORMANCE REQUIREMENTS B � 391-7 5/8n 1.000:12-�- 3 3 39 -7 5/8" 1.000:1 4 --6 @ 5'-0I'� 6 @ 5' -Orr O O - -o. I I I u. .....I Frame Clearances Horiz. Clearance between members 1(CX007) and 7(CX008): 73'-9 3/8" Horiz. Clearance between members l(CX007) and 8(CX008): 73'-9 13/16" Horiz. Clearance between members 2(CX007) and 7(CX008): 73'-8 15/16" Horiz. Clearance between members 2(CX007) and 8(CX008): 73'-9 3/8" Vert. Clearance at member 2(CX007): 15'-10 1/2 Vert. Clearance at member 7(CX008): 15'-10 1/2" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) OBolt Connection & Plate Schedule Id .Qty Grade Bolt Bolt Plate Rows .Rows Washer PartNo M / Dia. Length Thick. Out In O A 6 A325 3/4" 2 1/2" 5/8" 2 1 0097284 B 5 A325 3/4" 2 1/2" 1/2" 4 1 Yes 0097284 C 8 A325 3/4" 2 1/2" 3/8" 2 2 Yes 0097284 .j-101-011 BL 79'-0" x 0 0 DO CBX004 I I I I I I I I I I I I REVIEWED FOR CODE COPAPLIANCE AUG 18 2015 INTER WEST CONSULTING GROUP FRAME CROSS SECTION AT FRAME LINE(S) 4 .-1 rl pi mW M M / 01 ri N O ' 5 2 @ 4 5 3/4 N O W O N 1�4 �T4 SP 3 i S1E�� z a 1/2" r-1 OF CAL O 1 18'-2" W U' -- �._�-- Dimension_Key 114 r0 O W W N r1 .-I LD THE BUTLER MFG. ENGINEER'S SEAL APPLIES W U, U - �c� W/O WASHERS, SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ._-- --_. U, W � U r -I rn En W W rn 1 rn m M - - W ---- - ---W REV: DAIS: BY. DEBCRFi BULDER: North Valley Building Systems , Inc. yes»: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME - ---- " --- ' -- w m H m ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE v U' _ --- ---- BUTLER 5/17/2016 - FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER --- C7 N DESIGN OR PERFORMANCE REQUIREMENTS MFC, ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER DO W W r4 W-- EABE JLMB _ SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. oRAWnc scA�E: NTS Bus_oExsPa: 16-930 vvc vERSloe: p016.1 AOEi P 9 _ -- W W� a W N W 14 B RBX008 B A --- ---- .j-101-011 BL 79'-0" x 0 0 DO CBX004 I I I I I I I I I I I I REVIEWED FOR CODE COPAPLIANCE AUG 18 2015 INTER WEST CONSULTING GROUP PERMIT# �Ed LP ' 12 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR /CODE COMPLIANCE `JDAT_��BY ^`/ - _ , FRAME CROSS SECTION AT FRAME LINE(S) 4 7 10'-0 7/16" 1.000:12 / 6 22' -3 1/2" Ridge Ht. No.0 82293z Exp. 3-31- ^i ' 5 2 @ 4 5 3/4 � @14'-3 5/16" SP 3 i S1E�� z a 1/2" OF CAL 1 18'-2" Dimension_Key Shape Name = Loading Dock Cover wan 4, Frame 4 FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING W/O WASHERS, SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINES) 4 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG, AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED UNLESS NOTED OTHERWISE REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DAIS: BY. DEBCRFi BULDER: North Valley Building Systems , Inc. yes»: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THf- GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR 1 07/26/16 LC Removal of canopy at gnd B CUSm R. The JM Smuckers Co. 16-010666-01 DATE: SIDE OF THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE �ocAlrorv: Chico, California BUTLER 5/17/2016 - FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DRAW CHECK / DESIGN OR PERFORMANCE REQUIREMENTS MFC, ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PR0EcT Smuckers Butler Manufacturing EABE JLMB SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. oRAWnc scA�E: NTS Bus_oExsPa: 16-930 vvc vERSloe: p016.1 AOEi P 9 PERMIT# �Ed LP ' 12 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR /CODE COMPLIANCE `JDAT_��BY ^`/ - _ , Frame Member Schedule Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF Approx.Weight CBX005 10001 5.0000 .1875 .1345 1'-0" 1'-0" 10'-7 B 13/16" 134# CBX005 10002 5.0000 .1875 .1345 1'-0" 1'-0" 10'-7 A325 13/16" 134# CX009 1 8.0000 .3750 .1345 1'-0" 1'-7 3/4" 18'-5 9/16" 603# 2 8.0000 .3750 .2500 1'-7 3/4" 1'-8" RBX009 3 5.0000 .3125 .1875 2'-6" 1'-9" 37'-5 3/8" 862# 4 5.0000 .2500 .1345 1'-9" 2'-3" RBX010 5 5.0000 .2500 .1345 2'-3" 1'-9" 37'-5 3/8" 862# 6 5.0000 .3125 .1875 1'-9" 2'-6" CX010 7 8.0000 .3750 .2500 1'-7 3/411 1'-8" 18'-4 3/16" 603# 8 8.0000 .3750 .1345 1'-0" 1'-7'3/411 B 1 39'-7 5/8" 1.000:12 3 3 39'-7 5/8,, 1.000:1 6 @ 5'_0" 6 @ 51-011 4 ---- O O N N O O 0111111 _ I _ LL 1 Frame Clearances Horiz. Clearance between members 1(CX009) and 7(CXO10): 74'-3 1/4" Horiz. Clearance between members 1(CX009) and 8(CX010): 74'-3 9/16" Horiz. Clearance between members 2(CX009) and 7(CX010): 74'-2 15/16" Horiz. Clearance between members 2(CX009) and 8(CX010): 74'-3 1/4" Vert. Clearance at member 2(CX009): 15'-11 1/4" Vert. Clearance at member 7(CX010): 15'-11 1/411 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) OBolt Connection & Plate Schedule Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED PROJECT Smucker; Dia. Length Thick. Out In BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF A 6 A325 3/4" 2 1/2" 1/2" 2 1 0097284 B 5 A325 3/4" 2 1/2" 1/2" 3 2 Yes 0097284 C 12 A325 3/4" 2 1/2" 3/8" 2 4 Yes 0097284 O O W W WM D4 r4 In W O O 14 W --- W W N N W B RBXO10 B A --- ---- (] RBX009 j CBX005 2 101-011-79'-0" BL 7 10'-0 7/16" 1.000:12FRAME CgOSS SECTION AT FRAME LINE(S) 5 . 6 22'-3 1/2" Ridge Ht. 5 2 @ 4'-5 3/411, 4 2 @ 4'-3 5/1611 3 11_11, 2 8 1/2" 1 181-211 Dimension Key Shape Name= Loading Dock Cover Wall 4, Frame 5 n x 0 0 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG, ENGINEER S SEAL APPLIES THIS DPAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED PROJECT Smucker; REV: DATE: er.DESCRPT UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. R 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE-- GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR 1 07/26/16 LC Removal of canopy at grid B SIDE THE WEB AS THE HILLSIDE WASHER. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MF(,. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE : pTfg VPC FLEN4ME: 16%C883-01 I BL REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP FOR CONSTRUCTION FRAME CROSS SECTION AT FRAME LINE(S) 5 S=ER: North Valley Building Systems, Inc. BUTLER '� Butler Manufacturing VPC VERsrorv: 8016.1 JO60 cL CLI The The JM Smuckers Co. DAT , 5/17/2016 LCCAT : Chico, California DRAV W IlECN'. EABE / JLMB PROJECT Smucker; BULDBR'SPpPAGE. : 16-930 10 5111=16 16 J636 eWM iI BBUltl/JrysIJOM�PJmenc�a,Irc. PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR �GMPLIANCE I DAT -BY ` Iiiiii [ it Frame Member Schedule 79'-0"- ' t Frame Member Schedule 79'-0"- 101-0" BL Frame Clearances FES 0 Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth W Approx.Weight Horiz. Clearance between members 1(CX011) and 9(CX012): 73'-10 15/16" CBX006 10001 5.0000 .1345 .1345 1'-0" 1'-0" 10'-7 7/8" 113# Horiz. Clearance between members l(CX011) and 10(CX012): 73'-10 15/16" CBX006 10002 5.0000 .1345 .1345 1'-0" 1'-0" 10'-7 7/811 113# Horiz. Clearance between members 2(CX011) and 9(CX012): 73'-10 15/16" CXO11 1 8.0000 .2500 .1345 l'-10" 1'-10 1/16" 18'-5 13/16" 518# Horiz. Clearance between members 2(CX011) and 10(CX012): 73'-10 15/16" FOR CONSTRUCTION 2 8.0000 .2500 .1644 1'-10 1/1611 1'-1011 W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER Vert. Clearance at member 2(CX011): 16'-4 7/1611 RBX011 3 5.0000 .2500 .1345 2'-1" 1'-0" 22'-2 7/811 374# Vert. Clearance at member 9(CX012): 16'-4 7/16" 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF 4 5.0000 .2500 .1345 1'-0" 1'-0" DAM, SIDE OF THE WEB AS THE HILLSIDE WASHER. - ANY OTHER PRODUCT OR COMPONENT Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) RBX012 5 5.0000 .1875 .1345 1'-0" 1'-0" 15'-0" - 192# MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER Butler Manufacturing EABE JLMB DRAWSCALE. NTS RBX013 6 5.0000 .1875 .1345 1'-0" 1'-0" 15'-0" 192# RBX011 7 5.0000 .2500 .1345 1'-0" 1'-0" 22'-2 7/8" 374# OBolt Connection & Plate Schedule 8 5.0000 .2500 ,1345 1'-0" 2'-1" Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo CX012 9 8.0000 .2500 .1644 1'-10 1/16" 1'-10" 18'-4 3/16" 518# Dia Length Thick. Out In 10 8.0000 .2500 .1345 1'-10" 1'-10 1/1611 A 6 A325 l 1/2" 1 1/2" 3/8" 2 1 49080 B 3 A325 3/4" 2 1/2" 1/2" 2 1 Yes 0097284 C 4 A325 3/4" 2 1/2" 3/8" 1 1 Yes 0097284 D 6 A325 3/4" 2 1/2" 3/8" 1 2 Yes 0097284 Rai B A 39'-7 5/8" 1.000:12 1.000:12 391-7 5/8" 3 3 7 4 6 @ 51-0 6 @ 5'-0" 4 0 0 3 5 0 0 0 ti O N N W W N O N fi O O p O C11 CQ 1-4 44 D 44 w - C C ED w w w --- - RI3X012 RBX013 ---- --- -- REVIEWED R RBXO11 RBX011' N N .-1 r-1 � x x U U I I CBX006 FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP i 110'-0" 79'-0"- 101-0" BL BL FES 0 FRAME CROSS SECTION AT FRAME LINE (S) 6 �� L 7 10'-0 7/16" 1.000:12 W 6 22'-3 1/2" Ridge Ht. N0. C 82293 m 5 2 @ 4'-5 3/4" Exp. 3-31-18 Fr 4 2 @ 4'-3 5/16" * -4q. /G 3 11-1" sT CIVI �P 9 2 8 1/2" OFCALIF�� 1 181-2" Dimension Key - Shape Name =Loading Dock Cover Wall 4, Frame 6 FOR CONSTRUCTION 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 6 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REV: DAIS. I Br I DEBCRPMN: BUL R. North Valley Building Systems, Inc. '10BMi UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. THE FOR,4NY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF 1 07/26/16 LC Removal of canopy at grid B CosTMER. The JM Smuckers Co. 16-010666-01 THF GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DAM, SIDE OF THE WEB AS THE HILLSIDE WASHER. - ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE BUTLER 5/17/2016 LCCAnON: Chico, California DRAW CV CK: I FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER '� PRC CT Smuckers - DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER Butler Manufacturing EABE JLMB DRAWSCALE. NTS BUILDERS Pa: 16-930 11 SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VPCVERSm 2016,1 VPC FUNAME: 16418668L1 5111WO 18,3637 a UMSIon o16Ae5cope Btiplga NOM Penance, lrc. PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODECOMPLIANCE'n/ BATE Q� • 72-I(a By__� V v ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT WALL BRACE ROD ROD BRACING THRU ROD 5LU1 BR COLUMN SHOWN / RAFTER SIMILAR RAFTER BEAM (REX-) A325 BOLTS SEE ERECTION DRAWINGS FOR ROWR Iry COLUMN (CX-) --omvoRREM. w.w 11HAUNCH TO COLUMN CONNECTIT PFOlA2 FACE/VERTICAL BOLTED COLUMN COLUMN / RAFTER HAUNCH � ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER - FLAT WASHER 'B" FLAT WASHER 'A" HEX NUT NOTE: FIELD COT HOLES IN INSET GIFTS AT INTERFERENCE WITH RODS WALL BRACE ROD R00 DIA. NUT AB WASHERS HILLSII E ROD DIA NUT A B I HILLSIDE } g'095321 095230 096408 46040 043657 1 2" 095230 095872 095946 1 043657 5/8" 095233 095945 095946 043657 3 4'. 095235 095946 095948 043658 ] 8 095237 09.5947 095948 043658 1 095238 095948 095949 043659 1 1/8" 095239 095949 095949 1 043659 ROD BRACING THRU ROD 5LU1 BR COLUMN SHOWN / RAFTER SIMILAR RAFTER BEAM (REX-) A325 BOLTS SEE ERECTION DRAWINGS FOR ROWR Iry COLUMN (CX-) --omvoRREM. w.w 11HAUNCH TO COLUMN CONNECTIT PFOlA2 FACE/VERTICAL BOLTED COLUMN COLUMN / RAFTER HAUNCH � ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER - FLAT WASHER 'B" FLAT WASHER 'A" HEX NUT NOTE: FIELD COT HOLES IN INSET GIFTS AT INTERFERENCE WITH RODS WALL BRACE ROD R00 DIA. NUT AB WASHERS HILLSII E 3 8' 095321 096408 46040 043657 1 2" 095230 095872 095946 043651 5 8 095233 095945 095948 043657 3 4" 095235 095948 095948 0_4_3658_ 7/8" C95237 095947 095948 043658 1" 1 095238 095948 095949 043859 095239 095949 095949 0436°9 BRACING THRU 5 RG 60 WS IN A325 BOLTS SEE ERECTION DRAWINGS FOR EXACT SIZE RLL ALL HOLES 01/01/°9 Rte' X0.00 RAFTER BEAM PF03A1 RAKE BEAM 01 RAFTER BEAN (RBX-) MAY BE STRAIGHT OR TAPERED MEMBER BOLTING PLATES @FR,N+eBAF - FEET G - GAGE CX... = COLUMN (PLATE) BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: BRUCE BCE ROOF I = INCHES 0 = OPERATION COX--* - COLUMN (GAGE) LOCATION LO ArION BEOONDARY E =EIGHTHS C =FIN/COLOR WCX•++ =COLUMN (HOTROLL) MEMBER FOR CONSTRUCTION REFER T0: PANEL/COVERING THIS E)RAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING O" «D W 1 3 1 1 7 2 6 1 K T D RBX"'+ =RAFTER (PLATE) 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) D OI + F F E G G O C C C BGX•+" - RAFTER (GAGE) z' u oDI LENGTH CODE TRX"+' - RAFTER (HOTROLL) MFG, AND DESIGN AND PERFORMANCE _____________ ___ _ TRX--- =TRUSS RAFTER INSULATION REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. RUNGF WUCE (CIE-) OR LNFB-) 1 8 1 3 0 1 0 3 6 0 3 0 W V LCX"*" -INTERIOR COLUMN UP RED'D w/ + " F F F I I J E C C PCX"R• - PIPE COLUMN UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME NICK RANGES FLANGE BRACE WILL TYPICALLY LENGTH WIDTH THK CODE TCX++" = TUBE COLUMN CONNECT r0 THE w[e DF TIRE— °ATE. 5/17/2016 FRAME MEMBER. SECONDARY (STANDARD) ANY OTHER PRODUCT COMPONENT ACCURT TE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCETLER 0 8 2 1 9 1 1 4 1 7- - - - - EP%"+" = ENDPOSI (PLATE) m DRwwwcHECK. F F I I E G G ' " + + EGX•"" - ENDPOST (GAGE) E FURNISHED BY BUTLER EXCEPT TO ANY OEPTHT LENGTH GAGE ADJUSTCODES ALTERNATE CONNECTIONS SHAPE CBX"+" = CANOPY (PLATE) SECONDARY (SPECIAL) CBXAR' = PIGGYBACK CANOPY MFG. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. FLANGE BRACE REQUIREMENTS: 0 0 1 0 8 2 1 9 1 1 4 1 7--- DCC+*+ = 8 1/2" GAGE POST 12 RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. _'F F I I E c G •_ DCE+" =,10" GAGE POST SPECIFIED BY BUTLER. RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON COUNTER DEPN& LENGTH GAGE ADJUSTODOES SHAPE CROSS SECTION IS NOT ACCOMPANIED BY (2). RULEµ3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB ROD BRACING WHEN PART MARK IS ACCOMPANIED BY (2). 0 3 R CI 2 5 1 0 RS - THREADS BOTH ENDS RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE E " " F F RT = THREADS ONE END - CLEVIS ONE END CENTER OF THE BUILDING. RU = CLEVIS BOTH ENDS SIDE OF THE FRAME WEB. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES ++ 10' h 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN UP. "" .. .1 TYPICAL FLANGE BRACE CONNECTIONS REV. DAM. /2R/12 RE`4 Ro.m MARK NUMBER KEY eR06AE COM. PURLIN LAP SHOWN, CONT. GIRT AT SIMPLE PURLIN EN50B1 CO MMON GENERATED MARK NUMBERS A325 BOLTS RAFTER BEAM SEE ERECTION RBX-) DRAWINGS FOR EXACT SIZE FILL ALL HOLES— CANOPY BEAM (CBX-) MEMBER (CX-) Guc. /'°"6 R`°, M0.04 CANOPY BEAM ATTACHMENT PFB001 AT TOP OF FRAME BUTLER m em/JDAa icv. «n oo ENB002 BASIC ERECTION GUIDE - STRUCTURAL REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP No. C 82293 Exp. 3-31,18 FOR CONSTRUCTION THE BUTLER MFG, ENGINEER'S SEAL APPLIES THIS E)RAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING PRIMARY. BRACING SERFS 1. USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) ONLY TO THE WORK PRODUCT OF BUTLER BUTLE11MFG. ITIS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, M064102 W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, MFG, AND DESIGN AND PERFORMANCE APPLICABLE PURCHAEE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REN. DATP. BY DESCRP1104: BUILDER:JO8 North Valley Building Systems, Inc. 16--010666-01 UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CLSTOMER. The JM Smuckem Co. °ATE. 5/17/2016 SIDE OF THE WE8 AS THE HILLSIDE WASHER. ANY OTHER PRODUCT COMPONENT ACCURT TE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCETLER LOCAIpN. Chico, CaliforniaCal'rfomia m DRwwwcHECK. E FURNISHED BY BUTLER EXCEPT TO ANY IS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER WITH THIS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT: Smuckers Butler Manufacturing EE / JLMB -PAGE DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRALMNc scALE. NTS BUEOERSPon: 16-930 wcveasX%N: 2016.1 12 SPECIFIED BY BUTLER. ' 51112016 6EDSM1eet 183637 •WM ,.D .Fswsw, Bud'.N Am ft ,lI VPCFLENAME: 1601o68B 1 - PERMIT# T/I BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODECOMPLIANCE DAT _ BY w - "*' GUSSETS WHEN REQUIRED BY DESIGN ALTERNATE BOLTING PLATE 1 1/2" - 3 (10 GA. WEB) 2 - 5 (3/16 & 1/4 WEB) 4 - B (5/16 - 1/2 WEB) '.OWS OUT V � OR \ HAUNCH / COLUMN CONNECTI TOP BOLTED WELD STD. STITCH OR *" GUSSETS WHEN REQUIRED BY DESIGN CJP c� I ROW: i OUT i ALTERNATE BOLTING ALTERNATE PLATE ROWS ALIERNA' BDLnNG / \N - BOLTING PLATE LATE OR OR C.P C.PI STITCH CdP * 1 1/2" – 3 (10 GA.kWEB� \ 2-5(3/16&1/44 - 8 (5/16 - 1/2 FRAME CONNECTION AT INTERIOR COLUMN WELD STD. MINIMUM FILLET WELD The Table below ohms Code minimum "de for AISC & CSA/W59. If weld shown 0n Engineering Weld S,andmd or an fabrloaticn documents ars less than these, then the weld size shown below ie to be used, based an the material thickness behp plMtl. AnC TABLE J24 & AWSD1.1 5.8 MINIMUM GMAW FILLET WELD SIZEE 5h Base Metal Thrckness (T1• aft,7 Wel in, mm in. mm - T 5 1/4 T< 6 1/8 3 1/4 < T <-1/2 T S 12 3/16 5 1/2 < T t7/+ 12 < T < 20 1/4 6 3/4 < T 20 L T 5/16 8 • 7 = Thickneee of the thinner part joned (USA. CANADA & NEXICO) , Amumee law hydrogen wedding process using GMAW filler metal dose ER70-3 (9-C40A 2C 23) or SAW filler motal class F7AO- EM13K (F+DA2-FM13K). FILLET WELD ASSEA9LY (AWS D1.1-08 See 5.271) Cape in parte to be Joined by fillet welds may haus a gap of &1/16• wfth no adjustment In weld etze. Gaps >. 1416' but <„j/16', fillet welt leg must be increased by the amount of the root 0panng Gaps > 3/16', corrective work is required to brina parts i to acceptable contact. IeN_ "M2 GENERAL WELD REQUIREMENTS WELD STD. LOW SIDE HAUNCH CONNECTION FACE BOLTED WELD STD. COLUMN (CX–) OR (ICX–) E PLATE _ -#- GUSSETS WHEN REQUIRED BY DESIGN OR ROWS OUT ALTERNATE BOLTING PLATE rO,RR ROWS ALTERNATE — IN BOLTING /1 1/2' - 3 (10 GA. WEB) / 2 - 5 (3/16 & 1/4 WEB) / 4 - B (5/16 - 1/2 WEB) HIGH SIDE CDNNEC11ON BOLTED WELD STD. X-) OR (PCX-) 2 PIPE COLUMN SHOP SPLICE SE PLATE TYPICAL BASE PLATE CONNECTION °"" TYPICAL BASE PLATE CONNECTION BASE PLATE TD COLUMN WELD STD. BASE PLATE TO COLUMN WELD STD. GENERAL NOTES: GENERAL NOTES: THE FILLET YIELD SHALL BE CONTINUOUSLY SUBMERGED ARC WELDED ONE SIDE OF THE 1, SEE FRAME CROSS SECTION FOR BOLTING PLATE WEB TO TH FLANGESTHE MINIMUM FILLET WELDSSI E�STRASHALLLBBE THICKNESS AND NUMBER OF ROWS OUT AND IN. TAKEN FROM TABLE BELOW. 2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (611 MIN,) NNuuuzTrene�stuca�eteacoluwm+,+-TeEee1 3, SIZE OF WELDS UNLESS NOT D ABASED ON OVER RANI TNf??E 59 MATERIAL THICKNESS SS 7/Y e/8 e r P I ,/e• 11/r SS rm- +im +rc +/r' +/e' ,/e' ,/6• ,/e• IA' 1/e- A010CII)MINX No. C 82293 Exp. X31-18 TYPICAL NOTES °" '� ' .."°`a' SECTION THRU BUILT-UP MEMBERS - GENERAL .r 'III Ir 'i I GUSSETS WHEN REQUIRED BY DESIGN ROWS OUT r ROWS R NWS IN / RAFTER RIDGE h � \ \ ALTERNATE BOLTING AG PLATE n. rN. cam BOLTED RAFTER SPLICE CC WELD STD. VARIOUS RANDOM SHOP SPLICE SHOP SPLICE WELD STD. FLUSH - UNSTIFFENED o a a o a 0 a 0 a o a o a 0 o a a o o a o a 0 0 a O a o 0 O o D a o 11 12 17 14 51 52 53 54 EXTENDED - UNSTIFFENED 0 0 0 0 0 0 0 0 0 0 I a o a oT.. In 0 0 0 0 O P O P '17 0 0 0o a 31 32 33 71 72 73 DMNOED - STIFFENED (GUSSET) MT1e o e a 0 0 00 o a o 0 e a0 0 0 0 0 41 42 43 81 82 83 Minimum bolt spocina Is 3" U.N.O. SEE 'BOLTED END–PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE ID 4. mmol 113114 lnn. eam BOLTED END—PLATE CONNECTION LAYOUT FOR CONSTRUCTION 11JIi(bliA BUILDER: North Valley Building Systems, Inc. CUSTOMER: The JM Smuckers Co. LOCAMN Chico, Califomia PROJECT: Smuckers Butler Manufacturing EABE / JLMB PAGE: auiLoeasPa: 16-930 wcvERsioN: 2016.1 13 aEiNsienoff' B�leSWo BnNiMs NoMMA flat k, ��nJ PERMIT# !/1 (Z - I z/w BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE �� MTE�v li 1 U2BY_ LL ; ILLI- THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS L)RAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 REV: DATE: BY. DESCRPT01,1 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWNGSCALE. NTS VPCFILER ME: 1"ipai&iii &172018 SEDShee1 1009:46 .r 'III Ir 'i I GUSSETS WHEN REQUIRED BY DESIGN ROWS OUT r ROWS R NWS IN / RAFTER RIDGE h � \ \ ALTERNATE BOLTING AG PLATE n. rN. cam BOLTED RAFTER SPLICE CC WELD STD. VARIOUS RANDOM SHOP SPLICE SHOP SPLICE WELD STD. FLUSH - UNSTIFFENED o a a o a 0 a 0 a o a o a 0 o a a o o a o a 0 0 a O a o 0 O o D a o 11 12 17 14 51 52 53 54 EXTENDED - UNSTIFFENED 0 0 0 0 0 0 0 0 0 0 I a o a oT.. In 0 0 0 0 O P O P '17 0 0 0o a 31 32 33 71 72 73 DMNOED - STIFFENED (GUSSET) MT1e o e a 0 0 00 o a o 0 e a0 0 0 0 0 41 42 43 81 82 83 Minimum bolt spocina Is 3" U.N.O. SEE 'BOLTED END–PLATE CONNECTION" SECTION OF DESIGN CALCULATION FOR PLATE ID 4. mmol 113114 lnn. eam BOLTED END—PLATE CONNECTION LAYOUT FOR CONSTRUCTION 11JIi(bliA BUILDER: North Valley Building Systems, Inc. CUSTOMER: The JM Smuckers Co. LOCAMN Chico, Califomia PROJECT: Smuckers Butler Manufacturing EABE / JLMB PAGE: auiLoeasPa: 16-930 wcvERsioN: 2016.1 13 aEiNsienoff' B�leSWo BnNiMs NoMMA flat k, ��nJ PERMIT# !/1 (Z - I z/w BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE �� MTE�v li 1 U2BY_ LL ; ILLI- Secondary Part Schedule 08C19ll415DDBO 0.0730 8 1/2" Mark Part Thick. Depth Lap Detail I I 2 3 4 0.0730 8 E1 00108CS1711415B1 0.0730 8 1/2" RSB002,RS12PA,RS12PH 1 RSB002,RS12PA I I 5 6 E2 08C19ll415DDBO 0.0730 8 1/2" RSB002,RS12PA I I E3 08C2311415DDBO 0.0730 8 1/2"- I I RSB002,RS12PA I I E4 08C1611415DDAO 0.0730 8 1/2" I I I I N RSB002,RS12PA I I E5 00208CS1611415A1 0.0730 8,1/2" I I P7(Typ.) I I I P3(TYp.) I N RSB002,RS12PA,RS12PH o E6 00308CS1611415A1 0.0730 8 1/2" N I P8(Typ.) I I RSB002,RS12PA,RS12PH o I I I I I I I I I I I I I I V I I I I I I I I E7 00408CS1711415B1 0.0730 8 1/2" I i RSB002,RS12PA,RS12PH I I E8 00108ES1611417All 0.0600 8 1/2" RS12PH,RS12PA E9 08E1611417DDA11 0.0600 8 1/2" RS12PA E10 08E2311414DDB11 0.0790 8 1/2" RS12PA,RS12PE Ell 08E19ll414DDB11 0.0790 8 1/2" RS12PE E12 00208ES1711414Bll 0.0790 8 1/2" RS12PF,RS12PE E13 00308ES1711414Bll 0.0790 8 1/2" RS12PF,RS12PE E14 00408ESJ.611417All 0.0600 8 1/2" RS12PH,RSI2PA P1 08Z1905416B2A1 0.0680 8'1/2" l'-4 1/2" RS02T1,RSO1T1 P2 08Z231141533BO 0.0730 8 1/2" 1'-10 1/2" RSO1T1 P3 OBZ261141722BO 0.0600 8 1/2" l'-4 1/2" RS01T1 P4 OBZ201141633AO 0.0680 8 1/2" l'-10 1/2" RSO1T1 P5 08Z1711416AlAl 0.0680 8 1/2" 10 1/2" RS02T1,RS01T1 C P6 08Z17ll417A1A1 0.0600 8 1/2" 10 1/2" RS02Tl,RS0lT1 P7 08ZI91141622AO 0.0680 8 1/2" l'-4 1/2" RSO1T1 P8 08Z231141633BO 0.0680 8 1/2" l'-10 1/2" RSO1T1 P9 08Z1811417B1A1 0.0600 8 1/2" 10 1/2" RS02T1,RSO1T1 P10 08Z1811416B1A1 0.0680 8 1/2" 10 1/2" RS02T1,RSO1T1 C 0 0 Secondary Bracing Schedule r Id Qty Mark No Spacing 1 48 PBA0407 4'-3 5/16" 2 10 CPBRB010510 1'-1" 3 60 CPBB050108(Typ.) 5'-0" 4 10 CPBB040414 4'-3 5/16" 5 48 PBA0105 1'-1" 6 48 PBA0409 4'-5 3/4" 7 10 CPBB040704 4'-5 3/4" See SED: BR09K5, BR09JG, BR09RY, BR09RZ, BR09PK BR09PH, BR09JH, BR09K2, BR09JR, FV562 O Part Mark Key 1 001SGA16001 2 001SGA14114 3 001SGA08064 4 EWRC210 1B1 —E3 E2 �E2�E� 1C1B5 1C1B4 1C1B3 1C1B2*IR2BI r 3P5(Typ.)-F4(Typ.) P3(Typ.) P2(Typ.)yp.) 1R2B5 1R2B4 1R2B3 1R2B2 'r E 14 E 9 1 11 u' E13 I BL 2 1'-0" 1 6" I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I N I I I I I I i I I I I I I I I I I P5(Typ.) I I N I I P7(Typ.) I I I P3(TYp.) I N I I P8(Typ.) I I I i I I P10(Typ.) N N N N N I P7(Typ.)--P3 I I N 14-1 I (Typ. I I N I P8(Typ.) I I N I P9(Typ.) I I I I Q P6(TYp.) I I I I I I I I I I I I I I I I I I V I I I I I I I I I I n I I I I I I I I I I i i I I I I I I I I I I I I I I I _r E8�1 - �� 12 — on 6'-0"-17'-0"- 4' -0"- -96'-0" 0'-0" 17'-6" 13 7 11 0 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP FOR CONSTRUCTION ROOFSECONDARY PLAN eULDER: North Valley Building Systems, Inc. CUSTOMER: The JM Smuckers Co. LOCAMN Chico, California PROJECT. Smuckers SUMERSPOO: 16-930 Butler Manufacturing CE. VPC VERSION: 2016.1. 14 we raENAue tSataeaeat PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE DATE �' COIANCB l / BL 2 1'-0" 1 6" ROOF SECONDARY PLAN ❑ Dimension Key Shape Name =Loading Dock Cover, Shape =Loading Dock Cover, Shape =Loading Dock Cover 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) _ THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, RFMAINS THE PROPERTY OF BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 MFG. AND DESIGN AND PERFORMANCE APPLIC,4BLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: IByDESCRPTKN: STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION BUTLER MFG. ENGINEER'S SEAL DOES NOT Removalo canopy pur ins an re oca ion o e OF WALL AND ROOF SHEETS. APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR 1 07/26/16 LC mn at mdd ■ 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE - FURNISHED BY BUTLER EXCEPT TO ANY WITH TFIIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER DRAWNcscALE. NTS - SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 13 7 11 0 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP FOR CONSTRUCTION ROOFSECONDARY PLAN eULDER: North Valley Building Systems, Inc. CUSTOMER: The JM Smuckers Co. LOCAMN Chico, California PROJECT. Smuckers SUMERSPOO: 16-930 Butler Manufacturing CE. VPC VERSION: 2016.1. 14 we raENAue tSataeaeat PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE DATE �' COIANCB l / o1 u,o ,o..,o •� 13 7 11 0 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP FOR CONSTRUCTION ROOFSECONDARY PLAN eULDER: North Valley Building Systems, Inc. CUSTOMER: The JM Smuckers Co. LOCAMN Chico, California PROJECT. Smuckers SUMERSPOO: 16-930 Butler Manufacturing CE. VPC VERSION: 2016.1. 14 we raENAue tSataeaeat PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE DATE �' COIANCB l / BRACE BRACE ERECTION NOTE: ERECTION NOTE: USE (2) 1/2" USE (1) 11/32" X 1 1/4" / ROOF LOCATION LOCATION SECo Rr WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER CHANNEL BRACES THAT END AT A PURUN T-45 GRAY SCRUBOLT (097352) G47 20HEX NUTS ( )LOCATE MEMBER CHANNEL BRACE OR HE SLOTS IN THE PURLIN WEB FOR /I WEB, BUT DO NOT HAVE TABS TO BEND AND SECURE. INSERT CLIP 544015 ( )THROUGH SCRUBOL7 NUT (097267) NU7 ON EACH A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD HE PURLIN WEB AND USE A SELF -DRILLER 55307) TO ATTACH. CHANNEL Y/ PURLIN BRACE WEB SLOTS AND USE A DROP PIN TO ATTACH - HEAD OF SCRUSOLT TO ID BE'ON OUTSIDE OF SIDE OF PURLINI(TO TOP HOLE OF 115 CHANNEL BRACE.USE FAVE STRUT ANTI -ROLL CLIP 7,DI(CPB-)(TYP.) (1) 1/4" X 6 1/4" IF PRESENT. (2) 1/4-14 x 1 1/4" DROP PIN (097556)- (2) 1/4-14 x 1 1/4" TRUCT. SCREWS I Fuxe aR E (ORB -1 OR HFE-) STRUCT. SCREWS (55307) CLIP REO'6 w/ EVO W/[8 (55307) (2) 1/4-14 X 1 1/4" CLIP FuxcE BR/.CE wILL mICALLr CONNEcr TO THE WEB OF THE iR.1NE HENBEF. ---- CHANNEL HANNEL I STRUCT. SCREWS (55307)IF \ — (CPB -BRAC) (CPB-) E ALMRN4E CONNECTIONS / LWEB ® PURLIN Q / 8 FLANGE BRACE REQUIREMENTS: � - RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. — PURLIN DETAIL BR09JG ENDING CLIP EAVE PURUN BRACE RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON _ _ (0544015) EAVE STRUT (PBA-) AT 8 1/2", 10", CROSS SECTION IS NOT ACCOMPANIED BY (2).—PURUN BRACE STRAP 11 1/2" PURLINS RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF HE FRAME WEB (1) 1/4" X 6 1/4" PURLIN (ESBSI) AT 8 1/2", (NOT REO. AT 7" PURUN WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THEUSEUSE CENTER OF THE BUILDING. LINECHAUP(WITH CE DOESWLINE UPAWITHL HE CE D OE WHEN DROP PIN (097556) (NP. PER EACH END) USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE 10" 11 1/2" EAVE STRUT TO 7" EAVE STRUT) (JCP051050) AT 7" EAVE STRUT RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. DOES LINE UP WITH THE DOES NOT LINE UP WITH li AVE STRUT SIDE OF HE FRAME WEB. SLOTS IN THE PURLIN WEB. ITHE SLOTS IN THE PURUN WEB. ++ 10" h 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP. IICY. a2 P,/O+/PI n[V. xo w TYPICAL FLANGE BRACE CONNECTIONS CONT. PURLIN LAP SHOWN, CONT. GIRT h SIMPLE PURLIN Mv. oArea/01/11 IRv. xa. m R CHANNEL BRACE ENDING AT PURLIN WEB SELF -DRILLER WITH BENT TABS eEV. o lC-PI/01/03 TRV xa. oo SINGLE CHANNEL PURLIN BRACE ENDING AT PURLIN WEB LOCATION wrc 04/0 h+ RE". � 01 CHANNEL BRACE ENDING AT PURLIN WEB BR09JR WEB ENDING CLIP WITH DROP PIN FEV oATEOI/07/13 REV xo o+ EAVE BRACE STRAP AND EAVE PURLIN BRACE BRD9K2 LOCATED AT EAVE -CENTERLINE OF FRAME BR06AE BRO9JG BR09JH ,AT SAVE STRUT BEND PBA TABS AND USE (2)11/32" X 1 1/4" T-45 GRAY SCRUBOLT (097352) ANDSCRUBOLT NUT (097267) NOTE: 1. SEE CHART FOR RIDGE BRACE NEST AND ASSEMBLY SELECTION. it ROTATE END FRAME INT. FRAME END BAY INT. FRAME INT. FRAME rt INTERIOR BAY (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) 1 CHANNELS 2. NEST CHANNELS TO ACHIEVE I a " �,1 70 ALIGN (1) PURLIN BRACE (1) PURLIN BRACE EAVE PURLIN SEE FACE OF ENS b 5 BETWEEN HOLES AND 1 HOLES 0 ] 0 0 CHANNEL O ] O O BRACE ASSY EAVE STRUT VIEW CHANNEL USE DROP PINS TO SECURE. USED TO CHANNEL (PBA-) FOR TAB ATTACHMENT PURLIN BRACE (CPB -)(NP) SECTION SECURE (2) PURLIN BRACE � y� (2) 1/4" x 6 1/4" DROP CHANNELS ] ] 0 0 (2) PURLIN BRACE I PWITHNS DROP PINS (097556) (3) PURLIN BRACE 0 o ] T 0 CHANNELS CHANNELS ] ] ] EAVE STORUi 4 PURLIN BRACE 1 -� N L TYPICAL CLUSTER (4) PURLIN BRACE CHANNELS $ $ i0 3" TYPICAL CLUSTER \ CHANNEL STANDARD NOTES: STANDARD NOTES: ASSEMBLY GE CE - PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. - PURUNS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. (CPBR- THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: USE HEX STRUT EAVEm PURLIN GE p - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 0 - DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. NUTS (47120) LOCATE (1 ' RIO NUT EACH 510E OF PURLIN ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. ] - INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. EAVE PURLIN I L (1) 1/4" X 6 1/4" SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. BRACE ASSY. DROP PIN (097556) PURLIN PURLIN (PeA-)(TYPJ (TYP. PER EACH END) -INSTALL PURLIN BRACES AT HE RIDGE AND WORK TOWARD HE EAVE -INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE NOTE: SEE ERECTION DRAWINGS - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER - CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER FOR LOW OR HIGH EAVE LOCATIONS. FOR LOCATION PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. PROVIDED THEY ARE ALIGNED FROM EAVE TO PAVE IN A GIVEN BAY. Rn o.T[aVTF/: rev. naa EAVE STRUT BRACE Bev. onca�/o,/ox Rn. No. aR SINGLE CHANNEL PURLIN E)RACE eev. ouco7/ai/nR Mev_ xo. oR CHANNEL RIDGE BRACE ASSEMBLY REv. wra: o7/o1/os RLv. rro.a PURLIN BRACE CLUSTER LOCATION REv. wTea7/ol /os �Fv. xo. as PURLIN BRACE CLUSTER LOCATION BR09PK BR09 RY BR09K5 BR09PH INTERMEDIATE LOCATION SINGLE BRACE AT SYMMETRICAL RIDGE END BAY CHANNEL LOCATION BR09RZ31 A BAY CHANNEL LOCATION ERECTION DRAWING PART MARK FOR CODE COMPLIANCE P ADJUST. CODES TTTT L t�T ADJUaT. CODES I 2� 2� AUG $ 2015 GAGE GAGE - -I R INTERWEST T I IFINGTH INCHES LENGTH W W 1 B 3 CONSULTING GROUP millimeters (millimeters FEET SHAPE SHAPE DEPTHCOUNTER DEPTH BAY NUMBER 48• W LIP -1j SS/0 CANOPY (C)/PARTITION(P)/_ DEPTH SHAPE CAGE DEPTH SHAPE CAGE ROOF(R)/WALL(W) NUMBER o ! /�� LiFF2 07 = 7" Z = ZEE 11 = 0.113 C = CEE _ 0113 07 = 7 " ZS = ZEE 11 = . �' z 08 = 8 1/2" 12 = 0.098 1D = 10" E = LOW EAVE STRUT 13 = 0.088 11 = 11 1/2" H. - HIGH EAVE STRUT 14 = 0.079 08 = 8 I/2" CS = CEE 1; = 0.098 10 - 1G" LOWVE STRUTii - 0.008 BUILDING SHAPE No. C 82293 W P' EX 3- 31-18 THE BAY/BUNDLE CODE IDENTIFIES . 15 0.073 HS - HIGH EAES STRUT 1 = 0.07g 11 = 11 1/2" BB BACK TO BACK CEE 1 2 1/2" 2 5/8" f sk t�� C 15 = °,068 T7 _ D.060 FB = FACE TO BACK CEE 19 = 0.073 I FF =FACE To FACE GEE 1 o.a6BTHE BUILDING CANOPY/PARTITION/ S s1 CIVI - 0.06o FOF FC ROOF/WALL PLANE AND BAY Rw. w*eo7/mNs FEv. xo,ro SECONDARY PART MARK NUMBER COMMON GENERATED MARK NUMBERS f TITE:m/11 REV. x0.00 SPECIAL SECONDARY PART MARK KEY EN5182 COMMON GENERATED MARK NUMBERS FEN. onE,o+n+S Fsv. Nam SECONDARY BUNDLE LOCATION KEY ALL SECONDARY DEPTHS REe or.Te ovovos REv. No n° PURLIN AND GIRT SIZES 6 1/2" 216mm FOR CONSTRUCTION EN51B1 EN 5183 EN53F7 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING W/0 WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 54102 ROOF SECONDARY SEDFS 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG, REV: DATE: Br. DESCRIPTIaI BUILDER: North Valley Building Systems, Inc. ''08"- OF WALL AND ROOF SHEETS. BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF CMMMER The JM Smuckem Co. 16-010666-01 THIS GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR I DATE ODEW 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCARON: Chico, California BUTLER 5/17/2016 - FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER - HECK: DESIGN OR PERFORMANCE REQUIREMENTS MFG". ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT. Smuckers Butler Manufacturing EE: / JLMB DRAWNG SCALE NTS PAGE: 15 SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDERS Par ' 16-930 vvc VERSION'. 2076.1 VPC FLENAME: 16-0108%01 5/112016 EESxeR1 183640 xtliWvmol BlucSrnpe Butlim�x NOMAmeAce, Mc. PERMIT# F7( (P BUTTE OOUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE Y/ Z BY I -- I 11/32" x 7/8" T-45 GRAY SCRUBOLT (097351) AND _ SCRUBOLT NUT (097267) CANOPY PURLIt (HEAD OF SCRUBOLT TO BE ON INSIDE OF EAVE STRUT) USE (2) 1/2" GALV. HEX NUTS 47120) LOCATE 1) NUT ON EACH SIDE OF PURLIN 8 5/8" MINIMUM EAVE PURLIN BRACE ASSEMBLY (PBA--) BUILDING DETAIL BR09JG EAVE STRUT PURLIN BRACE AT LEAN TO OR CANOPY II LEAN TO PURUN AT HIGH SIDE a[v.oATE1I/xanr aE FV562 NOTE: EAP2 PLATE ONLY REDID. WHEN CALLED OUT ON FRAME CROSS SECTION SHIM PLATE (SEE CHART) PLATE (EAP2) — SHIM PLATE ROOF PITCH PARI RANGE NUMBER .25 TO 1.99 N A 20 TO 2.49 N A 2.5 TO 3.49 ESH1 3.5 TO 4.00 ESH2 SIDEWALL CROSS SECTIONS FOR BOLTED CUP PART NUMBERS AND THEIR LOCATIONS. FNOy, 4 R 2G .� 5 .�\ P �'� .p .�\0' o�.`�' tl �`"� P•�� 0 43�S RAKE BEAM \e`. o` PS Ci SHIM PLATE ROOF PITCH FART RANGE NUMBER .25 TO 1.99 N A 20 TO 2.49 ESH1 2.5 TO 3.49 ESH2 3.5 TO 4.00 ESH3 - FOR CONSTRUCTION i=4.00j OR SOLDIER THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAIIJS THE PROPERTY OF BUTLER MANUFACTURING COLUMN ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ROOF BEAM ROOF SECONDARY SED°S 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED BOLT EAVE STRUT AND BUILDER . North Valley Building Systems, Inc. ''GB"' EAP2 PLATE TO FRAME W/ qr FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. (6) 1/2" X 2" BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF A325 BOLT (097280) OUSTCMER'. The JM Smuckers Co. —0" AT 7" & 8 1/2" OUTSET. �asr l'-3" AT 10' & 11 1/2` OUTSET LOW EAVE STRUT SHOWN — HIGH EAVE STRUT USES SIMILAR PARTS. a[v. Barc:m/¢en9 a[¢xa.re EAVE STRUT W/ ATTACHMENT PLATE R512PF END FRAME LOCATION : Chico, California PU7 CLIP Rol CLIP WEIDEO CLIP CONNECTION ALT. CONNECTION �' 15 ENDBAY BDL ROOF VAFILS 11/a" PURLIN WELDED CUP CONNECTION E6 fAE BOLTED CUP CONNECTION ALT. CONNECTION FFA ALT, CPNNECTION EAVE STRUT BOLTED CLIP CONNECTION ALT. CONNECTION EAVE STRUT BRACE STRAP- . VARIES m (ESB51) AT 8 1/2" 10 X15 CLIPS MAY BE REQUIRED FOR 111/2 PURLINS. 50) 7USPURLINS. 8 PURLIN TO FRAME CONNECTIONS. REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED SHIM PLATE - 1 1/a CLIP PART NUMBERS AND THEIR (SEE CHART) LOCATIONS. CLIPS MAY BE REOVIRED FOR (2) 1/2" X 2 PURLIN TTO FRAME CONNECTIONS. \ \ A325 BOLT (097280)— m ...,. ronuc m \ \ 14�\ \ .. CROSS SECTIONS FOR BOLTED CUP PART NUMBERS AND THEIR LOCATIONS. FNOy, 4 R 2G .� 5 .�\ P �'� .p .�\0' o�.`�' tl �`"� P•�� 0 43�S RAKE BEAM \e`. o` PS Ci SHIM PLATE ROOF PITCH FART RANGE NUMBER .25 TO 1.99 N A 20 TO 2.49 ESH1 2.5 TO 3.49 ESH2 3.5 TO 4.00 ESH3 (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) EAVE STRUT EAVE STRUT �\ (ESB S1) BRACETRAP FRAME OR SOLDIER COLUMN 7" & 8 1/2" PURLINS nev. w.m nee asam/,T/m n[v. xam a[v, N;s /Fens a[v. xp m PURLIN CONNECTION AT INTERIPR FRAME PURLIN CONNECTION TO END FRAME EAVE STRUT CONNECTION RSO1T1 CONTINUOUS PURLINS RS02T1 CONTINUOUS PURLINS RS12PA AT INTERIOR FRAME EAVE—� STRUT SHIM (PLATE (SEE CHART) PROOF BEAM (2) 1/2" X 2" A325 BOI-T (097280) 4 r. '✓r J r . PC 9'-0" AT 7" & 8 1/2" OUTSET 1'-3" AT 10" & 11 1/2" OUTSET LOW EAVE STRUT SHOWN - HIGH EAVE STRUT SIMILAR uam/zan9 "["'xam EAVE STRUT CONNECTION RS12PH AT END FRAME STRUCTURAL TOP OF FPURIJN OPTIONAL SOFFIT PANEL 1/2" x 1 1/2" A325 BOLT BOLT ON CANOPY BEAM MAIN BUILDING EAVE STRUT MAIN FRAME COLUMN OR RAFTER AL BOLT ON CANOPY BEAM AT INSULATED ROOF PANEL BOLT ON CANOPY RSB002 ALL PURUN DEPTHS - LOW SHIM PLATE (SEE CHART) PLATE- (EAP1) SIDEWALL OR SOLDIER COLUMN SHIM PLATE ROOF PITCH RANGE PART NUMBER - FOR CONSTRUCTION i=4.00j 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAIIJS THE PROPERTY OF BUTLER MANUFACTURING EAVE STRUT (4) 1/2" A307 THIN HEAD BOLT (096636) & NUT (095032) I / ` BOLT EAVE STRUT AND `\VIIIA EAP1 PLATE TO FRAME W/ (8) 1/2" X 2- A325 BOLT (097280) LOW EAVE STRUT SHOWN - HIGH EAVE STRUT USES SIMILAR PARTS. "°'P°n°'m""°°° EAVE STRUT W/ ATTACHMENT PLATE RS12PE I INTERIOR FRAME ROOF BEAM I REVIEWED FOR CODE COMPLIANCE AUG 18 2016 r INTERWEST' CONSULTING GROUP WC FILENAME 16A1096601 5/112019 BEDSIm0 103901 eEINt(Sl—�7ofRXeSmpeBMMIp%NoxM1Amexca,l/e.-1 PERMITp 1 // (_oI I Z � BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE �C7OMPLIANCE DATE /—Z7 I BY__I_w - FOR CONSTRUCTION vry 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAIIJS THE PROPERTY OF BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, 11 164102 ROOF SECONDARY SED°S 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REV. DATE. BY: DESCRIPTION. BUILDER . North Valley Building Systems, Inc. ''GB"' STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. OF WALL AND ROOF SHEETS. BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF OUSTCMER'. The JM Smuckers Co. 16-010666-01 TH f GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR DATE: 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE BUTLER 5/17/2016 LOCATION : Chico, California DRAWwcHEcrc. / FURNISHED BY BUTLER EXCEPT TO ANY E WITH THIS DRAWING, DETAILS REFERENCED !N THIS DRAWING, ALL APPLICABLE BUTLER PRDIEC2 Smuckers DESIGN OR PERFORMANCE REQUIREMENTS Mill ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER Butler ManufacturingEABE JLMB DRAwsiG scALE: HJT$ BuwERSPoz: 16-930 PAGE: 16 SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. vvcvERSXxa: 2016.1 WC FILENAME 16A1096601 5/112019 BEDSIm0 103901 eEINt(Sl—�7ofRXeSmpeBMMIp%NoxM1Amexca,l/e.-1 PERMITp 1 // (_oI I Z � BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE �C7OMPLIANCE DATE /—Z7 I BY__I_w Bracing Part Schedule Part Qty Length 05RS2702 2 271-2" Detail BR02H1,BRO2J1 0 os ti -i N0. G ti"LLy3 m �S I ]-171-6" 201-0" 24'-0" CL CL CL 96'-0"— BIL SECONDARY ELEVATION AT A CL 71-0" CL .__1111111 __ I -__ 11__ I _L _ L '.!_..1.1 REVIEWED -o OR CODE COMPLIANCE 2 CL AUG 18 2016 —� INTERWEST BLCONSULTING GROUP a os -i N0. G ti"LLy3 m �S Exp. 3 31 18 o� Open p 9TFOFCALIF�� 2 11-0" ^p'L n \ 1 611 45 Dimension Key oy I ]-171-6" 201-0" 24'-0" CL CL CL 96'-0"— BIL SECONDARY ELEVATION AT A CL 71-0" CL .__1111111 __ I -__ 11__ I _L _ L '.!_..1.1 REVIEWED -o OR CODE COMPLIANCE 2 CL AUG 18 2016 —� INTERWEST BLCONSULTING GROUP a VPC FLENAME: 1&01088801 183645 PERMIT # 1/ I p - I l 2 - BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE �'(45) BY I -i N0. G ti"LLy3 m Exp. 3 31 18 9TFOFCALIF�� 2 11-0" 1 611 Dimension Key Shape Name =Loading Dock cover, wan = z FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT A 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE. av: DESCRFTM BLUER: North Valley Building Systems, Inc. JOB #' OF WALL AND ROOF SHEETS. BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: The JM Smuckers Co. 16-010666-01 oAIE 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCAMN Chico, California BUTLER 5/17/2016 FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER m DRAMCHECK: / DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT : Smuckers Butler Manufacturing EASE JLMB SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWNGSCALE: NTS BUEDERS PCM 16-930 VPCVERSIDN 2016.1 PACE: 17 VPC FLENAME: 1&01088801 183645 PERMIT # 1/ I p - I l 2 - BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE �'(45) BY I Bracing Part Schedule Part Qty Length 05RS2702 2 271-211 Detail BR02H1,BR02J1 os �S >0 1,i♦ Self supporting Firewall NBBMC I 16r-0" I 17r-0" 24r -0n CL CL CL CL 96r-0" — BL SECONDARY ELEVATION AT B oti REVIEWED �^ o`'4FOR CODE COMPLIANCE 5 AUG 1 a 2016 INTERWEST 01-0" �v r -6" CONSULTING GROUP CL CL BL No. C 82293 u'Exp.3-3 -18 Sit*4 r -T„LL � I it Butler Manufacturing vPcvERSa":2016.1 16-010666-01 18 PERMIT#_- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE 5_2� 1l/J By .� 1 1r-0" L]Dimension Key FOR CONSTRUCTION Shape Name =Loading Dock Cover, Wall = 4 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING SECONDARY ELEVATION AT B W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS SOLELY 1540 GENESSEE ST. KANSAS CITY, MO 64102 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED REV: onre. ev: DESDRIPTM BU,LDER North Valley Building Systems, Inc. REQUIREMENTS SPECIFIED BY BUTLER. THE FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION BUTLER MFG. ENGINEER'S SEAL DOES NOT TOE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR 1 07/26/16 LC Open wall will be covered by a firewall NBBMC ODSTOMER: The JM Smuckers Co. OF WALL AND ROOF SHEETS. APPLY TO THE PERFORMANCE OR DESIGN OF LOCATION Chico, California 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE - FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER PROJECT'. Smuckers DRaV,nRcscnLE. NTS BULDERS PCW: 16-930 SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. r -T„LL � I it Butler Manufacturing vPcvERSa":2016.1 16-010666-01 18 PERMIT#_- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE 5_2� 1l/J By .� ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALL IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "8" FLAT WASHER "A" HEX NUT BR02111 COLUMN RU ROD SLOT RAFTER SIMILAR COLUMN / RAFTER HAUNCH BRACE ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT NOTE- FIELD CUT HOLES IN INSET GIRFS AT INTERFERENCE WITH RODS —WALL BRACE ROD WASHERS FOR CONSTRUCTION ROD CIA. I NUE A B HILLSIDE 3/8* 095321 096408 46040 043657 12" 095230 095872 095946 043657 5 8 095233 095945 095946 043657 3/4" 095235 095946 095948 043658 7 6 095237 095947 095948 043658 1 _1 095238 095948 095949 D43659 181 095239 095949 095949 043659 BR02111 COLUMN RU ROD SLOT RAFTER SIMILAR COLUMN / RAFTER HAUNCH BRACE ROD SLOT BACKING PLATE MAY EXIST HARDWARE INSTALLED IN THIS ORDER: HILLSIDE WASHER FLAT WASHER "B" FLAT WASHER "A" HEX NUT NOTE- FIELD CUT HOLES IN INSET GIRFS AT INTERFERENCE WITH RODS —WALL BRACE ROD �"°"° ROD E BR02J1 SIDEWALL ( ERECTION DRAWING PART MARK C P R 1 W1 B 3 BAY NUMBER CANOPY (C)/PARTITION(P)/ ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY emnv'� IV eam SECONDARY BUNDLE LOCATION KEY EN5183 ALL SECONDARY DEPTHS REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP WASHERS FOR CONSTRUCTION ROD DIA. NUT A B HILLSIDE 3 8' 095321 096408 46040 043657 EE2" 095230 095872 095946 043657 5 8 095233 095945 095946 043657 3 4"095235 095946 095948 043658 7/8" 095237 095947 095948 043656 t' 095238 095948 095949 043fi59 1 1 8 j 095239 095949 095949 0436 9 �"°"° ROD E BR02J1 SIDEWALL ( ERECTION DRAWING PART MARK C P R 1 W1 B 3 BAY NUMBER CANOPY (C)/PARTITION(P)/ ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY emnv'� IV eam SECONDARY BUNDLE LOCATION KEY EN5183 ALL SECONDARY DEPTHS REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP a'd�lo"ak�ei6wm BWai,9E MAmdca,W, {�j PERMIT # ✓ I `r/I ?-Z0 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ( CODE COMPLIANCE ri DATE 1/ • ces. b BY.�y✓ X1111 i' [ f 'll Il II FOR CONSTRUCTION 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325 -N BOLT (49080) AND NUT (47120) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. 3. REMOVAL OR.ALTERATION OF ANY COMPONENT IS PROHIBITED. - THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAJNS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 WALL SECONDARY SED'S REV: DAM Br D=_scRPTON: BULDER:North Valley Building Systems, Inc. cwT0VER The JM Smokers Co. doe#. 16-010666-01 THB GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURAI E GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCEiaATpry WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFC ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DATE: 5/17/2016 Chico, California BUTLER PROJECT Smuckers m Butler Manufacturing DRAWwcNECK BABE / JLMB DRAwrlo SCALE: NTS BU0.DER'BPOE: 16-930 VPCVERBgN:2016.1 PACE: 19 a'd�lo"ak�ei6wm BWai,9E MAmdca,W, {�j PERMIT # ✓ I `r/I ?-Z0 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ( CODE COMPLIANCE ri DATE 1/ • ces. b BY.�y✓ X1111 i' [ f 'll Il II Planograph Schedule Id Details T1 P-081166,P-081183,P-081186,P-104544,P-GAI T2 P -102961,P -104288,P-105848 T3 P-081166,P-081183,P-081186,P-104544,P-GAI T4 P-081166,P-081168,P-GAI T5 P -080873,P -080948,P -103223,P -104550,P-107511 T6 P -081166,P -081236,P -081242,P -103223,P -104542,P-104550 T7 P -080873,P -080948,P -103223,P -104550,P-107511 T8 P -081166,P -081236,P -081242,P -103223,P -104542,P-104550 Lm Roof panel will extend 2'-0" past BL to be supported by the firewall NBBMC I Covering Mark Schedule THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS CRAVING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. Trim Schedule THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH VIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 1 Covering Schedule Id Qty Start Panel Last Panel Direction Id Parts Id Qty Length Type Gage OP Fin. Color Direction BRU290412683ZAZ #1 32 29'-4 1/8" BRU 26 83 Z AZ Left to Right 32 #2 32 20'-6" BRU 26 41 Z AZ Left to Right ENB003,NV6 #3 32 29'-4 1/8" BRU 26 84 Z At Right to Left Cool #4 32 20'-6" BRU 26 41 Z AZ Right to Left T4 Oper. Code:83=SQ,SQ Cool Harvest Oper. Code:41=SQ,SQ T5 (9.6)ST10A,(4)GTR25 Cool Harvest RCB277 Oper. Code:84=SQ,SQ T6 0630043 Cool Harvest Finish:Z=A1Zn (9.6)STIOA,(4)GTR25 Cool Color:AZ=Plain A1Zn RCB277 Planograph Schedule Id Details T1 P-081166,P-081183,P-081186,P-104544,P-GAI T2 P -102961,P -104288,P-105848 T3 P-081166,P-081183,P-081186,P-104544,P-GAI T4 P-081166,P-081168,P-GAI T5 P -080873,P -080948,P -103223,P -104550,P-107511 T6 P -081166,P -081236,P -081242,P -103223,P -104542,P-104550 T7 P -080873,P -080948,P -103223,P -104550,P-107511 T8 P -081166,P -081236,P -081242,P -103223,P -104542,P-104550 Lm Roof panel will extend 2'-0" past BL to be supported by the firewall NBBMC I Covering Mark Schedule THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS CRAVING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. Trim Schedule THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH VIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 1 Id Qty Start Panel Last Panel Direction Id Parts Color Details #1 32 BRU290412683ZAZ BRU290412683ZAZ Left to Right T1 (2.4)BRGT20R,(5.0)ST10A,(4.9)WA10B Cool Harvest RCB327 #2 32 BRU200602641ZAZ, BRU200602641ZAZ Left to Right T2 (32)0560175 Plain AlZn ENB003,NV6 #3 32 BRU290412684ZAZ BRU290412684ZAZ Right to Left T3 (2.4)BRGT20L,(5.0)STIOA,(4.9)WA10B Cool Harvest RCB327 #4 32 BRU200602641ZAZ BRU200602641ZAZ Right to Left T4 BRRETT,RBT2,(0.1)WA10B Cool Harvest T5 (9.6)ST10A,(4)GTR25 Cool Harvest RCB277 T6 0630043 Cool Harvest (9.6)STIOA,(4)GTR25 Cool Harvest RCB277 T6T7 T8 6 0630043 Cool Harvest BL Fastener Schedule Part Description 0097357UNPNTD (T-1) 1/4-14 x 7/811, 3/8" Hex Hd w/Washer PANEL TO PANEL 0097230UNPNTD (T-3) 1/4-14 x l 1/4", 3/8" Hex Hd w/Washer PANEL TO STRUCTURAL ROOF COVERING PLAN Shape Name = Loading Dock Cover, Shape = Loading Dock Cover 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE'S AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS CRAVING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 7B THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH VIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 1 DR 1 BL Fastener Schedule Part Description 0097357UNPNTD (T-1) 1/4-14 x 7/811, 3/8" Hex Hd w/Washer PANEL TO PANEL 0097230UNPNTD (T-3) 1/4-14 x l 1/4", 3/8" Hex Hd w/Washer PANEL TO STRUCTURAL ROOF COVERING PLAN Shape Name = Loading Dock Cover, Shape = Loading Dock Cover VPCFLEN W 18-01088801 tape = Loading Dock Cover 4 BL BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 oAIE: BV DESCRPTIX 07/26/16 1 LC I Removal of canopy roof panel ALE NETS Stl12018 109049 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP FOR CONSTRUCTION ROOF COVERING PIAN BULDER: North Valley Building Systems, Inc. r1A.E 10666 CUST ER: The JM Smuckers Co. LWATON: Chico, California /2016wcNEcaPROJEOT: Smuckers Butler ManufacturingBE / Bl1LOERSPW'. 16-930 VPC VERSION'. 2016.1 20 adiANonoi BlwSwp Bultliry N Amenca, W, PERMIT# (moi V. !2ZQ BUTTE COUNTY DEVELOPMENT SERVICES CODEC MPLI NCE DATE 8 / ZZ BY ! vu 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE'S AND/OR FASTENERS TO STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS CRAVING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. 7B THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH VIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 1 DR VPCFLEN W 18-01088801 tape = Loading Dock Cover 4 BL BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 oAIE: BV DESCRPTIX 07/26/16 1 LC I Removal of canopy roof panel ALE NETS Stl12018 109049 REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP FOR CONSTRUCTION ROOF COVERING PIAN BULDER: North Valley Building Systems, Inc. r1A.E 10666 CUST ER: The JM Smuckers Co. LWATON: Chico, California /2016wcNEcaPROJEOT: Smuckers Butler ManufacturingBE / Bl1LOERSPW'. 16-930 VPC VERSION'. 2016.1 20 adiANonoi BlwSwp Bultliry N Amenca, W, PERMIT# (moi V. !2ZQ BUTTE COUNTY DEVELOPMENT SERVICES CODEC MPLI NCE DATE 8 / ZZ BY ! vu D m = om CD fA oT p C D 0°700 e M Ml z m -y 0 ZA-f N00mz N N 00 OD Dm Oti0v< 7nm °*0 m — S °oo ZOm H ro pO °33 4 N H < M m m v s m 3 A W N = om 00 fA oT p C D c� mmcmNoggu M Ml z m -y 0 ZA-f �m N N 00 OD Dm Oti0v< 7nm mrm 3m N<m 'oy Om-Im0 0 m H H H ro pO N H R. H Zgp<yyXmp 0 mZ 2 Am �C1O� A� O ro ro 0 iq r D y r zZ om�� O p v m y~ r I 1 (D N TmOmmmo0 O c 7� mp �z H O r O ft r N ny p=A SA N N P. OmzzZm=mM O O m mOKmzmMz N N N N H N CO i Z D A � m amm, m m m O m m o w O� 7J c� c m 0 m C0C'- CC Am=tip <S o z y m a m zAjC) 00 Z z z O m 1 y Z 2 r ro ro N mT o c owz�DDTD o p O N M, Z O c N U N ~ S o n o m x N N T C x > - A -I S OC A mmC)Z mcg mm�m NO �M O m D O m 0. O A ro ro �19'-0"� bJ mozo� TC1 I t'I. . Z A m-XA mp D H H MO, O,D n z r Ci_i� = om 00 fA oT p C D c� N N N N M Ml z m -y 0 ZA-f �m N N 00 OD Dm Oti0v< 7nm 0 m DycpN mti E Z m M A_ m N � 0 C O ti M Dz�cm�zm H zZ om�� O p v m y~ r H O�mm�mmZOA mmomm. O ,Oma ''Omoxc)m z - OOm H m mOKmzmMz m Oat Om z71 oOm amm, m m m O m m o w O� 7J c� c m 0 m m 0 m Dy m o z y m a m Z z z O m 1 y Z 2 r N<G O�m .Ty y 0 c SSC, ti T m S 0C: a5 Ai�O S., A mmC)Z mcg O m D O m 0. O A 0� Z S C y 0 Z ZO, Z_ CO A=NZ ZGiO>O ammo Cw,, �6� � v0< - O z c � A !20-:E8 o o W A m O Z-00, ozmm0 mmoy N -1Om 0T K.l'I gmm= D r- p N m2A z z 0 O p, O O r m Cm<O N Z O C Z S o T 1 S T p N m A c m A A m n-ZA , m z m m OZmO A p A Z u r Nz=anon pmym n mOmtiA �KcZim� O X A z 0 m O Zo=Z S ,C) , mwn lmo yoTmp x m'P, A. Toch ZO- 0 p C < �Z�om F: 2� A O Dmzm < N <2>20 M r p 0 1 m 17900 OOom M - > O r E z OOO- m0 M Coom II N ZT>8m �O,om ammo AOmm mmAO 3mo-p{ 1Oco A TC Z K "m=0 ,. mo Am 0m ®■1 C = om i mm G' m C c� Om o �� o� �m C: H 0 m z CrJ � r C O H H O z H i! �• Z �� = om i mm G' m C c� Om o �� o� �m C: Z D 0 m ,p J 0 n n 0 0 o o 0 H H H o H x x w a rs rt m m w rt rt Trim Schedule Id Parts Color Details T1 (1.5)CP410,(2)4CE75 Cool Harvest KV853 T2 0008738,(2)4CE45,(2)CP410,4CE75 Cool Harvest KV846X 96r-0" BL BL COVERING ELEVATION AT B Planograph.Schedule Id Details sT T1 P -105224,P -105225,P-105226 T2 P -105224,P -105225,P-105228 Shape Name = Loading Dock Cover, Wal = 4 FOR CONSTRUCTION 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS L)RAWING, INCLI(DING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE'S AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER BUTLE9 MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT B TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG DESCRPTIDN BUILDERm - EVIEWED ODE COMPLIANCE AUG 18 2016 NTERWEST )LILTING GROUP REVIEWED FOR CODE COMPLIANCE DATE-.�- (U Sy f V V T IT 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. THE FOR REV, DATE. BY. - North Valley Building Systes, Inc. 16-010666-01 REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR 1 07/26/16 LC Open wall will be oovered by a firewall NBBMC CUSTOMER: The JM Smucker Co. OAiE. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE ANY OTHER PRODUCT OR COMPONENT ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE LOCATION Chico, California BU%LER�ng 5/17/2016 FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. FURNISHED BY BUTLER EXCEPT TO ANY WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER DRAwm4. / JLMB SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. DESIGN OR PERFORMANCE REQUIREMENTS MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER vaaECL Smuckers Butler Manufactu PAGE SPECIFIED BY BUTLER. ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAw1 &CALF NTS BULOER'n PO": 16-230 VPCVERSION. 2016,1 22 51112018 183655 a 60s1.o off BluScepe EdUlMs�WMAmenc , M. VPD FILENAME: 18-0ID88891 PERMIT # aI n `fes - I LCzo BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE-.�- (U Sy f V V T IT F - FEET G - GAGE CX... = COLUMN (PLATE) ERECTION GUIDE REQUIRED FOR THIS PROJECT: I = INCHES 0 OPERATION CGX""• - COLUMN (GAGE) E = EIGHTHS C = FIN/COLOR WCX*** = COLUMN (HOTROLL) BBRP RP = INCHES LENGTH CODE REFER TO: PANEL/COVERING G= GAGE PRU W 1 3 1 1 7 26 1 K T D RBX••• = RAFTER (PLATE) C = FIN/COLOR * F F I I E G G 0 C C C BGX•*• - RAFTER (GAGE) TYP.�i 1 P32�—EXT R?OR LENGTH CODE WRX•"" - RAFTER (HOTROLL) 2 7/q-- TRX*** - TRUSS RAFTER TYR ZBEARING INSULATION BUTLERIB II ROOF PANEL EDGE I S/ 3 0 1 0 3 6 0 3 0 W V ICX•*" - INTERIOR COLUMN LENGTH CODE •• F F F I I I I I I E C C PCX••" - PIPE COLUMN LENGTH WIDTH THK CODE TCX*** =TUBE COLUMN SECONDARY (STANDARD) 12 1 9/32�� EXTERIOR SURFACE 0 B Z 1 9 1 1 4 1 7 - - - -- EPX•"• = ENDPOST (PLATE) (LT. GRAY) * * * F F I 1 E G G * * * * * EGX"** - ENDPOST (GAGE) DEPTH LENGTH GAGE ADJUST.CODES BEARING VCI WALL PANEL SHAPE CBX*** = CANOPY (PLATE) SECDNDARY (SPECIAL) CBX*** = PIGGYBACK CA14OPY BUTLERIB II ROOF AND VCI WALL PANELS 00108ZI911417--- ISI DCC*** = 6 1/2" GAGE POST • F F 1 1 EGG " CWNTERDEPTHh LENGTH GAGE ADJUST.CMES DCE*** = 10" GAGE POST. SHAPE III ROD SPACING RS - THREADS BOTH ENDS 0 3 R S 2 5 1 0 I E• • F F I I RT - THREADS ONE END - CLEVIS ONE ,END RU = CLEM$ BOTH ENDS .DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES BUTLERIB II ROOF AND WALLSYSTEM INSTALLATION GUIDE Bti%LER BLv oxrz:n/v/+e 9ev. x0.m MARK NUMBER KEY x9v 9.rt:m/JaA. �¢unw ENSOBI COMMON GENERATED MARK NUMBERS ENB003 BUTLERRB ROOF AND WALL SYSTEM SEE DRAWINGS P-103223 AND P-104550 FOR GUTTER INSTALLATION., PANEL TO PANEL BUTLERIB II SEE DRAWING P-081764 FOR BLIND RIVET COLOR INFORMATION. FASTENER, 2'-6" O.C. ROOF PANEL SEE DRAWNG P-107511 FOR MODULEZE II SOFFIT INSTALLATION. BRII ROOF - ENDWALL TRIM LOCK -RIVET (096306) (BRGT20-)— ALONG WITH L=LEFT WASHER (096304) R=RIGHT SEE DWG. P-081165 TORX 1 1/4" T-30 SELF -DRILLING SCREW EAVE STRUCTURAL WALL ADAPTER (097365) (3'-0" O.C.) r—TORR 1 1/4" T-30 (wAt 06) LOCK -RIVET SELF -DRILLING SCREW SEE DWG. P-081166 I GABLE ANGLE (096306) (097365) (3'-0" O.C.) TORR T-30 URLIN, EAVE STRUT GUTTER LOCATE SDS 70 HIND.VOID SELF -DRILLING SCREW HANGER SECONDARY PUNCHING (097364) (2'-0" D.C.) _ _ _ _ — — (630077) GLISTER 1 —_— — —�-� EE: I — — T\ '[\ SOFFIT TRIM 10'-0" LG. `SOFFIT SOFFIT TRIM 10'-4" `SOFFIT INSTALL BEFORE GABLE TRIM W/SOFFIT STI 7 I 1,`\ S(Si10A)) W/7" OR 8 1/2" PURLIN SEE rCB001 ST10A 8 1/2" \ WTH SOFFIT SEE RCB001 (ST10C) W/10" OR 11 1/2" PURLIN FOR FASTENERS Is ST10B)))10 \\`FOR FASTENERS I W/O SOFFFIT T10D) 11 1/2" EAVE STRUCTURAL WITHOUT SOFFIT ENDWALL TORX 1 1/4 T-30 TORX 1-1/4" T-30 SDS T6 T�UCT" 1 SELF -DRILLING SCREW (097365) (? -0 O.C.) (097365) (5'-0" O.C.) NOTE: CANOPY IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE HIGH WIND GABLE TRIM CUPS ARE REQUIRED. ,e:m/w/m a xev. p.ren/uh9 nn. ra. o. GUTTER W/0 WTH R. SEAL W/BRII ROOF GABLE TRIM WITH BUTLERIB II ROOF x�Y o^RCB277v w AT CANOPY RCB327 CANOPY EW AT OPEN WALL VPOFILENAME'. 16-0toB68L1 SEE DRAWING P-105224, P-105225, AND P-105228 FOR DOWNSPOUT INSTALLATION AND RIVET COLOR PART MARK INFORMATION \ I ROOF PANEL EAVE QQ I (UTER OUTLET GUTTER WALL PANFL 45' ELBO (CE45) W BLIND RIVET (TYP.) CONDUCTOR PIPE (CP410) I CONDUCTOR STRAP SIDEWALL FORMED) (-fYPF)ELD j 75' ELBOW (4CE75) I I FLOOR LINE ALL SLOPE RANGES ,. w1[o6/zsns xw. xo,w 4 INCH DOWNSPOUT AT WALL KV846X BUTLERIB II AND SHADOWALL - NORTH VALLEY ROOF PANEL EAVE GUTTER GUTTER OUTLET PIPEDYCP4410) I ry + (640492) 75' ELBOW 75' ELBOW IFIELDL n (4CE75) n BUND RIVET (TYP.) CONDUCTOR a (CP410)w o- a >= CONDUCTOR SIDEWALL a o 0 (CS) (TO BE o U w FORMED) (TYWALL v - o PANEL zU 75' ELBOW (4Co U 0 SEE DRAWING P-105224, P-105225,FLOOR N AND P-105228 FOR DOWNSPOUTDNE INSTALLATION AND RIVET COLOR n PART MARK INFORMATION SLOPE RANGE >1/2:12 THRU 3:12 KV853 4 INCH DOWNSPOUT AT 4'-0" OVERHANG ____ — 1111111 BRII ROOF PANEL MARK NO.: F F I I E G G O C C C F=FEET BBRP RP = INCHES LENGTH CODE E = EIGHTHS BRII RIDGE PANEL MARK NO.: PRP F F I I E G G 0 C C C G= GAGE PRU 00 = OPERATION LENGTH CODE C = FIN/COLOR 36" COVERAGE TYP.�i 1 P32�—EXT R?OR 1 1 /2" SURFACE 2 7/q-- TYR ZBEARING BUTLERIB II ROOF PANEL EDGE VCI WALL PANEL MARK NO.: VCI F F I I E G G 0 C C C LENGTH CODE 36' COVERAGE SMOOTH 12 1 9/32�� EXTERIOR SURFACE 1 1/2 TYR. TYR. (LT. GRAY) INSIDE COLOR 2 7/8'�� VARIES TYP. BEARING VCI WALL PANEL EDGE n .,E m n. x0. o, w1'a xn,ccnn BUTLERIB II ROOF AND VCI WALL PANELS REVIEWED FOR CODE COMPLIANCE AUG 18 2016 INTERWEST CONSULTING GROUP No. C 82293 Exp. $-31-18 FOR CONSTRUCTION THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG, AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG, IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING & TRIM SED'S RE v: DAT:: BY: DESORPTION BULDER. North Valley Building Systems, Inc. THK GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CUGTGMER: The JM Smuckers Co. LDOAIIDNI Chico, California PROJECT. Smuckers DRAlMNGSDALE: NITS B=ERS POx: 16-930 5M IG016 SEDSN 0 193859 a dmN nn oofBBWSwpe Buki,gs Nob A//m--e--tl��w, k. PERMIT ft Eljjl(/' I22—V BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 1 DATE BY 16-010666-01 DAT': BUTLER 5/17/2016 ® Butler Manufacturing wcVERSro 2016.1 ORAWTllCHEGK: EABE / JLMB PAGE: 23 5M IG016 SEDSN 0 193859 a dmN nn oofBBWSwpe Buki,gs Nob A//m--e--tl��w, k. PERMIT ft Eljjl(/' I22—V BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 1 DATE BY ;EXI$TINCs GOLD STORAGE UJ,d,REHOUBE� 90,000 SF t / GROUP 82 f // I TYPE Be -WIT+! SPRtNKLERB / EXISTING PAVED DRIVE 4STORAGE AREA t/ I \ EXISTING PAVED DRIVE - ' 4 STCRAGE AREA d ILI EXISTING WASTE WATER CONTROL BUILDING 0 O � 2 -HR F. R. WALL lEJI -WR .(EA r . 000 W 00 z0 , ----- :-9�—- L(� EXISTING BEVERAGE MANUFACTURING) 9opoo SF f ,Y , " I � � W� Gf,•OUf' Fl, 51 ! B U 11 TYPE VB - PARTIAL SPRIWLERS BJILDING To - ' I ' I I •:0-'. BE REMOVED, 'DE-ic £'O X120 /' I, / - _.._ _..,.............w....-_...... J7, IN 10 EXISTING �' J 0 DISTRIBUTION_ ' I , . + J1 / // ,/ // // ,/ / ' ' (lO CONVEYOR ABOVE FACILITY `J ROOF Or- EXISTING .,,..-.-._...r.. - EXISTING ELEVATED I ' ,' / /BUILDING CONVEYOR TO REMAIN / ' / EXISTING ELEVATED /CONVEYOR TO REMAIN / �_ _ W SPROUTING BUILDING ( r ' TO BE BUILT BY / �° EX15TINIS WARMHOUSE( / SEPARATE PE}� 117 , `p 6 TO REMAIN LOAOOpOCK COVER , I X � z/ 3 -HR FIREWALL 6 .....--•-_^"."..` U / / /' / / / ` / ` /' / / /' / ' Z/ �. CONSTRUCTED BY /p �> SEPARATE PERMIT Al w .moi.. �..i �i -�•, •-'--+-r.--�.+.•�.._ JV (L.'• NSWa iUALK �EXI5TINCs PAVED DRIVE PROPERTY LINE w NEW LANDSCAPING' w t STORAGE AREA EXISTING G,G! SW ' I EXISTING G!G v EXISTING GtG EXIS`,, ING G SW JI I `\ EXISTING PAVED DRIVE ! STORAGE AREA . 150' PROJECT LOCATION: 31 SPEEDWAY AVE. CHIGO, CA 95928 33t171'B cotlxTY AUG 04 2016 DiVE(APl PROJECT OaIER: s)3RvttP.O. BOX 3111 Es Sh111CKER NATURAL FOODS, MC. 13I1,0 •121,10GHICO, CA 95921 qY ILDING BY SEPARATE PERMIT '4 aBUTTE CO AF'N 040-310-093 F- EXISTING �KEY� BUILDING TO REMAIN I ( EXISTING BUILDING TO BE REMOVED �� -PROPOSED NEW BUILDING - TH15 PROJECT PROPOSED NEW BU SITE DRAll PERMRII OVERAL SITE DRAINAGE WILL NOT BE AFFECTED BY SURE COUNTY DEVELOPMt'NTSERVICES ' THIS PROJECT AS ALL BUILDING ARES AllREVIEWED FORC DE COMPLIANCE R10RTH VALLEY BUILDIimG SYSTEM.",S CURRENTLY COVERED BY IMPERVIOUS CONCRETE OR ASPHALT PAVING. DA --•_P1'- e3 0 SEVILLE CT. CHICO, CA 959 USING THE FOLLOWING CODES: O 2013 CALIFORNIA RESIDENTIAL CODE 1$' 20I3CALIFORNIA BUILDING CODE ' M 1013CALIFORNIA F,Lt:CRTICALCODE I Cil 2013 CALIFORNIA 1'LUM131NC CODE QF 20I3CALIFORNIAMEC'l1ANICALCODE V 2013 CALIFORNIA ENERGY CODE Sit 20I3CALIFORNIA GREEN BUILDING STANDARDS CODE O 2013 CALIFORNIA BUILDING CODE — STRUCTURAL PROVISIONS 28 PHONE ( 5 3 0 1 3 4 S- 7 2 9 6 REVIEWED FOR CODE COMPLIANCE ONLY O 2013 CALIFORNIA FIRE CODE O OTHER: COMPLETION OF OC REVIEW DOES NOT F ANY FEDE 94� \ CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDEM \ \ STATE OR LOCAL REGULATIONS.. I _ I I 60' BY: INTERWEST CO I I \ 31 \ E / t3PEEDIII —AY AVE _ IQar SEE DETAIL BELOW PROPOSED W111 -0i FOR THIS AREA 0Vr=*ALL SITS FL AN; 1 200' BUTTE CO. All 040-310-093-000 a DIRECTION O- YELLOW! GLUE -DOWN TRAVEL MAT WITH TRUNCATED OMES GONFOR"'IfNG TO i:B-105.Y,LI 1NSIALL PER MANUFACTURER'S • • .. • .. - SPECIFICATIONS CN EXISTING PAVING TYPICAL �ctiav a Me G) am a.ar,E+E. Of o+soa ; 1f.l nrrflf.9mm CE4E fTi9TNEf of ' 22 9 �23.4 0.18-0.2Z 1 61rm5.6 mm (e) Nevetlm (rnbegEd) _2.3-2.4 5B 61 �Lt 2.3-2.4 O O O O (b DETAIL 15 Ms C) SCOPE OF PROPOSED WORK THE INTENT OF THIS PROJECT IS TO CONSTRUCT AROOF-ONLY PRE-ENGIN'^ERED STEEL BUILDING THAT WILL COVER AN EXISTING TRUCK LOADING AREA AND OVERHANG TWO ADJACENT BUILDINGS ON EITHER SIDE. THE RESULTING NEW SQUARE FOOTAGE UNDER ROOF WILL BE 1,880 8F. AFTER DEDUGtMG THE AREA OF EXISTING BUILDINGS UNDER THE MEW STRUCTURE. FOUNDATIONS FOR THE NEW STRUCTURE WILL BE ISOLATED FOOTINGS OF CAST -IN-PLACE CONCRETE CONSTRUCTED BY GUTTING OPENMCsB M THE EXISTRJG PAVING THE PROPOSED STRUCTURE WILL BE PROVIDED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM DESIGNED PER NEPA 13. NO ELECTRICAL OR MECHANICAL OR PLLti''1:31NG SYSTEMS, OTHER THAN FIRE 8PRIAELLERB, ARE INCLUDED IN THIS PROJECT. TITLE. LOADING DOCK GOVEf2 FOR SMUGKER NATURAL FOODS, INC. 31 SPEEDWAY, CHIGO !BUTTE CO.), GA SITE F ) rlEn 1..r4N 5448 Merrill KIl1 Road Mertpossn, CA Phone: (209) 966-4844 " .h f. a�l• L ' _,. 'QM"4i � D x.vM III lY r� ' vHVIMw.S '. i yl 4. F'f'?OJr---CT SITE Y .r �y .VICINITY MAF: NO SGML E I N ID E X OF DRAWING & a -q o BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE C MPLIANCE C1 SITE PLAN DA ___ if YI V/ C2 PAR<ING 1='L AN Al FLOOR I'''LAN 4 FOUNDATION ALAN A2 ELEVA I IONS 4- NOTES A3 SECTIONS 4 DETAILS G 1 GREEN CODE CHECKLIST SEE ALSO PLANO MY CUTLER MANLY-ACTURIW.- COMPANY FOR JOM 16-010666, SHEETS 1-21 AY6 08 Z�1B T MAI / SCALE: E5610p`� " .o'EVISION$: ]--DATE NOTED� , �< DATE MARK NOTE /5/10/� PEER PLANCuECK: z� 112,/2010 r I FlLE:C;\Users\PCUSE•\C"ktop\15034 j SMUCKEFS\9 LOADING COCK LIFO COVER\34B-C g cA ,mnolr, doe Na. OF 15034 100- el L& Cop"i w r/ I t i a. t � � b O' I II t t ' 1 I I EXISTING PARKMG L, 22 SPACER Ex18TRJG BICYCLE I ' (I �,=861BLE) RACK 2 SPACES FUTURE COLD / STORAGE 1 ADDITION 01 WA�a-IOU. f 3b90 SF. SHIPPING (E) ' P-11TTE CO. AFN 040-310-Ce3-000 WAS Y CON �- I EXISTING FARKJhY 39 BPACEB (7 ACCE88IDL.E) ) I -- -- ----� -- S P E E D U1,4 y ,4vF.. I I ' ', tN FLAN: 1" =100' SPROUTING ADDITION BEING CONSTRUCTED UNDER 5EPAR4TE PERMIT '0 SIGNS t M,4M<ING CONTRACTOR TO FIELD VERIFY ALL NOTED SIGNS AND PAVEMENT MAR<MGS. PROVIDE NEW SIGNS AND MAWWSS WNEFM MISSING, REPAIR OR REPLACE EXISTING WHEN DAMAGED, FADED OR OTHERWISE NON-CONFOti LING. ACCES515LE PARKING 5PACE IDENTIFICATIONSIGN PER CBG IIB -5026 MOUNTED AT 80" ABOVE FG SEEe ACCE55I51-E PARKMG 5PACE IDENTIFICATION SIGN PER GBG 2 II5-502.6 MOUNTED AT 60" ABOVE FG WITH 'VAN ACCESSIBLE" SIGN MOUNTED IMMEDIATELY BELOW THE WHEELCHAIR SYMBOL. SEE C� SIGN GONFOIR"tiNG W!tH CBC 118502.8 STATING "UNAUTNORIZEG VEMCLES ... MAY BE TOWED AT OWNER'S EXPENSE... SEE C2 36"X36" WHITE INTERNATIONAL SYMBOL OF ACCE5515ILITY ON SQUARE BLUE BACKGROUND. GBG II5-50264. PAVEMENT SURFACE MARKING - BLUE BORDER WITH BLUE OR WHITE HATCH AT 36" O.G. CBC IIB -50333 PAVEMENT SURFACE MARKING - PAINT 'NO PARKING' IN 12" HIG4-I WHITE LETTERS, GBG II5-5033 z y UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABIU11ES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING BLANK 5P4CE5 TO BE FILLED IN WITH APPROPRIATE INFORMATION AS PERMANENT PART OF SIGN. DETAIL. ,4 "" C2 PARKING ONLY f 3" WHITE LETTERS REFLECTORIZEC SIGNS WITH WHITE MARKING ON BLUE BACKGROUND AS SHOWN, PARKING ONLY E DETA tors 3" WHITE LETTERS REFLEGTORIZED SIGNS WITH WHITE MARKING ON BLUE BACKGROUND A5 5HOLLN. SIDEWALK (E) M&TW- PARKMG I SPACE CI ACCE85181.E) ADD 2 W -V SPACE8 / PROPOS-ED ROOF -ONLY LOADING DOCK COVER, NO CHANGE IN USE PROPOSED FOR AREA 1 -■10' Building AREA USE PARKING REQ SQ. FT./SPACE REQUIREDSPACES WAREHOUSE & SHIPPING 160650 Warehouse 2000 80.3 COLDSTORAGE EXISTING 23,500 Warehouse 2000 11.8 ADDITION #1 3,690 Warehouse 2000 1.6 ADDITION #2 1,400 Warehouse 2000 0./ WASTEWATER CONTROL 2,400 MANUFACTURING (LIGHT) 1000 2.n MANUFAL"TURING BUILDING OFFICE 2100 OFFICE 300 7.0 OFFICE 6250 OFFICE 300 208 PAC (AGING MATERIALS 38496 WAREHOUSE 2000 19.2 MANUFACTURING 21894 MANUFACTURING (LIGHT) 1000 219 GLASS STORAGE 21900 WAREHOUSE 2000 11.0 REMODELED WAREHOUSE EXISTING WAREHOUSE 12300 WAREHOUSE 2000 6.2 OFFICE 466 OFFICE 300 Lu SPROUTING BUILDING WAREHOUSE 14560 WAREHOUSE 2000 7.3 UTII-ITy 780 WAREHOUSE 2000 0.4 MANUFACTURING 16700 MANUFACTURING (LIGHT) 1000 16 7 EXISTMG PAM<W. x ILZ SPACES (15 ACCE"W"!SLE) EXISTMG BICYCLE \ 1`?AOC. 12 BPACES \EX18TISIG PALM 10 SPACES !2 ACCE38151_E: ;TURING BUILDING 5 IF, 1 U I AL KCL4U1KLU �rAt-t.1: PROVIDED VEHICLE PA?7<W-%, ACCE85115LE PAMING SPACE -5 TO BE VERIFIED, A11TOM015!LE ACGE8815LE SPACES, 3 PROVIDED BICYCLE PARCMG, PERMIT #_ BLlll'E PLANTER EVIEW FOR CO DE COMPLIA AUG 18 2016 CON ULT NGEGROUp ROOF LINE OF PROPOSED BUILDING )P))W SERVICES I - v b b DETAIL EX!5`ING PAVING WITH 2% MAXIMUM SLOPE EX16TING PAVING WITH 2% MAXIMUM SLOPE WILDIWS DATA - 2013 GBG OCCUPANCY GROUP: EXISTING MANUFACTURING BUILDING: Fl, SI t B: FOOD PROCESSING, WAR5WOUS5 4 OFFICE PROPOSED ADDITION - 81: WAREHOUSE t OR=ICE TYPE OF CONSTRUCTION EXISTING MANUFACTURING BUILDING: VB (PARTIALLY SPRIWLED) PROPOSED ADDITION: VB (SPRINKLED) LOCATION ON PROPERTY (COMPOSITE BUILDING> NORTH: 60' (MIN) TO EX15TNG BUILDING EAST: 80' TO PL SOUTH: 20' TO 55' ROW ■ 'I5' CLEAR WEST: O' TO PROPOSED 3 HR. FIREWALL FLOOR AREA: PROPOSED AREA: EXISTING MANUFACTURING BUILDING: SOOOO S.F. PROPOSED LOADING DOCK COVER: 1AS3 SF. TOTAL AREA ■ 9-I,893 SF. ALLOWABLE AREA: EXISTING BUILDING IS NON-CO�pOl;fJNG FOR AREA• PER AGREEMENT WITH BUTTE COUNTY BUILDING DEPARTMENT, PROPOSED ADDITION IS BEING ALLOWED WITO CONSTUCTION OF 3 -HR FIREWALL AS SHOWN. HEIGHT: PROPOSED ADDITION HEIGHT -21.0'(MEAN ROOF) ALLOWABLE HEIGHT ■ 40' NUMBER OF STOF:IES: PROPOSED : SINGLE STORY ALLOWABLE t 1-5TORY OCCUPANT LOAD (ADDITION ONLY.), 16 OCCUPANTS a 1/500 S.F. (WAREHOUSE) EXIT REQUIREMENTS- SQUIRED: I REQUIRED FOR 4S OR FEWER OCCUPANTS 250' MAXIMUM TRAVEL DISTANCE PROPOSED: BUILDING IS OPEN ON TWO SIDES 66' TRAVEL DISTANCE 0 ANCHOR ROD AND BOLT KEY PROJECTION PER 45TI'" A301 ASTM A30'1 GRADE C BUILDING GRADE C 'J' OR 'L' SHAPED BOLT \ /MANUFACTURER ALLTNREAD Fr WASHER BETWEEN TYPE I ANCHOR. TYPE 2 ANCHOR. EXIStNG - _------- --- z H - - - - CONVEYOR LINE OF ROOF ABOVE -- ---------- -- --- -- --- - ------� /3 -HOUR FR.FIRE WALL TO BE / CONSTRUCTED 45 PART OF / REV j WAREWCUSEREMODEL BY 5EPARATE PER'11T. i 4'- - --� I Fr - - - 7 LOADING DOCK (E) I / / J L l�J G A3 _ _ Q m Ah V a AI. v EXISTING AREA DRAIN W/ PIPE TO STOR^'IWATER PONDS rL 0 N EXISTING GUARDRAIL TO REMAIN TRUCK RAMP (E)_ REV EXISTING GUARDRAIL TO REMAIN NEAT 54WCUT t REPLACE EXI5TING PAVEMENT FOR D.5. LEADER DOWN5POUT i 6"m PIPE TO DISCWARGE AT TRUCK RAMP FLOOR RE V REV i rlr --J OPEN - LINE Or ROOF ABOVE L-- A3 A3 REV 51M REVI�WED FOR CODE OMPLIANCE AUG 1� 8 2016 O 0 O a 01 ANCHOR BOLT5 OR ANSPOR ROD5 PER KEY BELOW CONTRACTOR SHALL VERIFY ALL ANCHOR BOLT SIZES, ANCHOR BOLT LOCATIONS AND DIMENSIONS WITH PLANS BY BUILDING MANUFACTURER PRIOR TO CONSTRUCTION FOUNDATION DESIGN IS BASED ON INFOIZIATION PROVIDED BY BUTLER MANUFACTURING COMPANY FOR JOB 16-010666 . BOLT IAMETER TYPE E G SU!'PLEMENTAL REINF I/2" I 8" 2 NA 3/4" O'''NA M,,, 3/4" 2 10" NA NA 3/4" 3 24" NA TrF'E I 3/4" 3 28" NA TYPE 2 1"3 33"NA TYPE 3 I" 2 45" NA PROJECTION PER 45TI'" A301 ASTM A30'1 GRADE C BUILDING GRADE C 'J' OR 'L' SHAPED BOLT \ /MANUFACTURER ALLTNREAD Fr WASHER BETWEEN TYPE I ANCHOR. TYPE 2 ANCHOR. EXIStNG - _------- --- z H - - - - CONVEYOR LINE OF ROOF ABOVE -- ---------- -- --- -- --- - ------� /3 -HOUR FR.FIRE WALL TO BE / CONSTRUCTED 45 PART OF / REV j WAREWCUSEREMODEL BY 5EPARATE PER'11T. i 4'- - --� I Fr - - - 7 LOADING DOCK (E) I / / J L l�J G A3 _ _ Q m Ah V a AI. v EXISTING AREA DRAIN W/ PIPE TO STOR^'IWATER PONDS rL 0 N EXISTING GUARDRAIL TO REMAIN TRUCK RAMP (E)_ REV EXISTING GUARDRAIL TO REMAIN NEAT 54WCUT t REPLACE EXI5TING PAVEMENT FOR D.5. LEADER DOWN5POUT i 6"m PIPE TO DISCWARGE AT TRUCK RAMP FLOOR RE V REV i rlr --J OPEN - LINE Or ROOF ABOVE L-- A3 A3 REV 51M REVI�WED FOR CODE OMPLIANCE AUG 1� 8 2016 O 0 O a 01 ANCHOR BOLT5 OR ANSPOR ROD5 PER KEY BELOW CONTRACTOR SHALL VERIFY ALL ANCHOR BOLT SIZES, ANCHOR BOLT LOCATIONS AND DIMENSIONS WITH PLANS BY BUILDING MANUFACTURER PRIOR TO CONSTRUCTION FOUNDATION DESIGN IS BASED ON INFOIZIATION PROVIDED BY BUTLER MANUFACTURING COMPANY FOR JOB 16-010666 GENERAL NOTES I. ENGINEERING DESIGN LOADS ROOF LIVE LOAD: MINIMUMS PER CBC TABLE 1601A.1 WIND LOADING BASED ON: 110 MPH/EXPOSURE "C" SEISMIC DE51GN: 517E CATEGORY: D RISK CATEGORY: It Ss • 61% 51 • 21% SDS 0.536 SDI • 0.3361 SDG • "D,. SFg�:�Gr"fF/SORE KGs 0.1524/0.1642 =?� �iRA.tY'SESBTEGTGIVALENT LATERAL FORCE METHOD 2. CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE FOLLOWING: 2013 CALIFORNIA STATE BUILDING CODE, TITLE 24, PART 2 2013 CALIFORNIA STATE ELECTRICAL CODETITLE 24, PART 3 2013 CALIFORNIA STATE MECHANICAL CODE, TITLE 24, PART 4 2013 CALIFORNIA STATE PLUMBING CODE, TITLE 24, PART 5 2013 CALIFORNIA STATE ENERGY CODE, TITLE 2A, PART 6 2013 CALIFORNIA STATE FIRE CODE, TITLE 24, PART 9 2013 CALIFORNIA STATE GREEN BUILDING CODE STANDARDS, TITLE 24, PART 11 3. STEEL BUILDING SHALL BE DESIGNED BY OTHERS TO CBC AND MBMA REQUIREMENTS. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. 4. EACH SUBCONTRACTOR 5HALL EXAMINE THE PLANS CAREFULLY WITH RESPECT TO ADJOINING WORK. ANY CONFLICTS 5H4LL BE REPORTED TO THE ENGINEER PRIOR TO THE BEGINNING OF WORK. 5. THE SEAL AND SIGNATURE FOR THESE PLANS APPLIES ONLY TO THE DESIGN ON THE 5'JILDING COMPONENTS AND FEATURES SHOWN AND SPECIFICALLY DETAILED ON THESE PLANS AND 15 NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. SPECIAL INSPECTIONS I. REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER CHAPTER 11 CF THE CBC AND LOCAL BUILDING DEPARTMENT REQU!REMENT5. 2. THE SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AND APPROVED BY THE ENGINEER. 3. SPECIAL INSPECTOR CERTIFICATIONS $HALL BE SUBMITTED TO THE BUILDING DEPARTMENT WITH THE PERMIT APPLICATION. THE SPECIAL INSPECTOR MUST BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION. 4. ALL INSPECTOR'S HANDWRITTEN LOGS SHALL BE AVAILABLE ON THE J055ITE FOR REVIEW BY BUILDING DEPARTMENT FIELD INSPECTORS. 5. COPIES OF ALL INSPECTOR REPORTS SHALL BE FILED W!TH THE LOCAL BUILDING DEPARTMENT AND CRANDALL ENGINEERING. REPORTS 5HALL BE FILED WEEKLY DURING CONSTRUCTION. REPORTS SHALL NOTE ALL DISCREPANCIES WHETHER CORRECTED OR NOT. 6. UPON COMPLETION OF TWE PROJECT, THE INSPECTOR 5HALL SUBMIT A F'NAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, PER=ORMED IN CONFCR!'ANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSW!P PROVISIONS OF THE CBC AND/OR IGC REPORT. 1. SPECIAL INSPECTION 15 REOJIRED FCR THE FOLLOWING ITEMS AND PROCEDURES AS NOTED. HIGH STRENGTH BOLTING: A. ALL HIGH STRENGTH BOLTS ARE TO BE INSTALLED USING "TURN CF THE NUT" METHOD SPECIFIED IN THE NINTH EDITION CF THE AISG "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR AA90 BOLTS". PERIODIC MCNITOR'NG CF BOLT TIGHTENING 15 ACCEPTABLE WHEN USING "TURN OF THE NUT" METHOD. 5. INSPECTOR SHALL VERIFY THAT ALL BOLTS AND WASHERS CONECRM WITH THE REQUIRED SPECIF!CATICN. C. INSPECTOR SHALL VER!FY THAT THE MEMBERS TO BE CONNECTED ARE PROPERLY ALIGNED PRIOR TO TIGHTENING. D. TESTER SHALL OBSERVE THE CALIBRATION PROCEDURES WHEN REQUIRED BY THE ASTM SPECIFICATION (4325 OR 4490) AND MONITOR THE INSTALLATION OF BOLTS TO DETERMINE THAT ALL. PLIES CF CONNECTED MATERIAL HAVE BEEN DRAWN TOGETHER. --z �. r ----'E. TESTING OF HSB WILL BE BY APPLIED TESTING GONSULtANGS f:F�-�7> �C--,--. CHICO, GA. -- -_� GRADING AND FOUNDATIONS: ALL EARTHWORK AND FOOTING EXCAVATIONS SHALL BE INSPECTED BY A REPRESENTATIVE OF STREAMLINE ENGINEERING AS RECOtiMENDED BY THE SOILS REPORT FOR THIS PROJECT SOIL LOSS t STORMUJATER POLLUTION PREVENTION I. NO SOIL D15TUR54NCE SHALL OCCUR PRIOR TO OBTAINING A BUILDING OR GRADING PERMIT. 2. PARTY RESPONSIBLE FOR IMPLEMENTATION OF STORMWATER AND EROSION CONTROL FEATURES SHALL BE: NORTH VALLEY BUILDING SYSTEMS CONTACT: BRET WOOD 30 SEVILLE COURT CHIGO, CA 95928 PHONE: (530)345-1296 3. EROSION CONTROL MEASURES 5H4LL BE IN PLACE BETWEEN OCTOBER 15 AND APRIL 15 AND WHENEVER RAIN IS FORECAST FOR THE PROJECT VICINITY. A. CONSTRUCTION SWALL BE SCHEDULED AND EXECUTED IN A MANNER THAT L!M!TS BOTH SOIL EROSION AND POTENTIAL STORM WATER POLLUTION 45 REQUIRED BY THE CALIFORNIA GREEN BU'LDIN6 CODES STANDARD SECTION 5.106, S. MEASURES NOTED SHALL BE IMPLEMENTED TO CONFORM WIT, W THE 'BEST MANAGEMENT PRACTICES' (5MP'S) OUTLINED IN THE CALIFORNIA STORM WATER OJALITY ASSOCIATION HANDBOOK, NOVEM5ER ;009 EDITION. 6. ANT 50;L TRACKED FROM THE SITE INTO THE PUBLIC STREET SHALL BE CLEANED UP AT THE END OF EACH WCRK DAY. 1, INACTIVE SOIL STOCKPILES 54ALL BE COVERED. ACTIVE SOIL STOCKPILES SWALL BE COVERED PRIOR TO ANY FOREC48T RAIN EVENT. 8. EROSION CONTROL MEASURES SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION OR UNTIL ALL EXPOSED 501L 15 COVERED WITH PAVING, VEGETATION OR OTHER FINISH SUREACNG AS SHOWN ON THE PLANS. 9. WASHING OF CONCRETE EQUIPMENT AND TOOLS AT ANY LOCATION OTHER THAN THE DESIGNATED WASH-OUT SHCWN ON THE PLANK IS A VIOLATION OF LAW AND SUBJECT TO FINE. CONCRETE NOTES I. CONCRETE SHALL BE A COMMERCIAL LY AVAILABLE TRANSIT- MIX PROPERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS, SLUMP 514,41-1- NOT HALLNOT EXCEED 4"- CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SUR=ACE5 IMMEDIATELY AFTER FINAL TROWELLING. 2. ALL CEMENT SHALL CONFORM TO ASTM STANDARD G-150. ALL AGGREGATES SHALL CONFORM TO ASTM STANDARD C-33. 3, CONCRETE USED FOR FOUNDATICNS AND 5LA55 ON GRADE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 P51. AND SHALL NOT CONTAIN LESS THAN 5 IQ SACKS OF GEMENT PER CUBIC YARD. 4, REINFORCING BAR SIZES 04 AND SMALLER SWALL SHALL BE GRADE 40 (FY.40,000 1-51). BARS B AND LARGER SHALL BE GRADE 60 (FY•60,000 PSI). ALL REINFORCING SHALL CONFORM TO ASTM STANDARD A-615 EXCEPT WHERE REBAR 15 TO BE WEI DED WHERE REINFORCING CONFORMING TO ASTM A106 5HALL BE USED. 5. REINFORCING MAY BE WELDED ONLY AS SWOWN ON THESE PLANS. TACK WELDING TO HOLD FOR ALIGNMENT SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. PREHEAT ALL wl AND LARGER BAR PER AW5 D14-92. PREHEAT NOT REQUIRED FOR BAR 51ZES •6 AND SMALLER 6, REINFORCING SWALL BE LAID OJT TO MINIMIZE THE NUMBER OF SPLICES. SPLICES IN CONTINUOUS REINFORCEMENT FOR BAR 51ZE5 03 THROUGH 04, SHALL LAP 32 BAR DIAMETERS, OR 45 NOTED ON THE PLANS. BAR SIZES 05 AND LARGER SHALL LAP 40 BAR DIAMETERS/ 1. UNLESS SWCWN OTHERWISE, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL -BE 1 1/2" EXCEPT WHEN CONCRETE 15 TO BE PLACED DIRECTLY AGAINST EARTHWHERE IT SHALL BE 3" 8. ALL ANCHOR BOLTS SHALL CONFCR't WITH A57P1 A-FI554, 36 K51 UNLESS OTHERWISE NOTED. 9. SPECIAL INSPECTION OF CONCRETE FOR FOUNDATIONS AND 5L,455 -ON -GRADE 15 NOT REQUIRED PER EXCEPTIONS 1, 2 AND 3 TO CBC SECTION 11044, SOIL t FOUNDATION NOTES I. PROJECT DESIGN 15 BASED ON "SOILS INVESTIGATION REPORT FOR SMUCKERS SPROUTING WAREHOUSE" 5Y 5TRE4MLINE ENGINEERING DATED MAY 20, 2016, 2. ALL EXCAVATION AND EMBANKMENT SHALL BE IN CONFORMANCE WITH THE EARTWWORK RECOMMENDATIONS IN THE ABOVE REPORT AND BE DIRECTED BY THE SOILS ENGINEER 3. 50 DESIGN VALUES USED FOR THIS PROJECT ARE AS FOLLOW: BEARING CAPACITY: 15CO PS= FOR DEAD , LIVE LOAD LATERAL BEARING: 100 PGF 3396 INCREASE ALLOWED FOR SHORT DURATION LOADS 4, ALL FOOTINGS, UNLESS NOTED OTHERWISE SHALL BE SET AT LEAST 18" BELCWADJACENT FINISHED GRADE. 5, FOOTING EXCAvAT!CNS SHALL BE INSPECTED AND APPROVED BY A REPRESENTATIVE Or 5TREAMLINE ENGINEERING PRIOR TO THE PLACING OF CONCRETE. 6" BLACK LETTERS CONCRETE ON WHITE BACKGROUND IUASHOUT 6' MAX 3'X 2': � PLYWOOD SIGN 2X12 FRAME HELD FIRMLY IN PLACE WITH IX2X24" /STAKES AT BOTH SIDES j NOT MORE THAN 6' O.G. FOR / FULL PERIMETER O MIL VISQUEEN LINER WITH EDGES LAPPED 12" t 5EALED . Ix2x24" STAKES EA SIDE OF FRAME DETAIL A H» A 2 2X12 FRAME HELD FIRMLY IN PLACE WITH IX2X24" STAKES AT BOTH SIDES NOT MORE THAN 6' O.C. FOR FULL PERIMETER /10 MIL V!5QUEEN LINER WITH EDGES LAPPED 12" i SEALED .I _ -; I -_I I I- ---' --I S�cTloy � His A h C( A C Y THIS SIDE BY BUTLER NOT TO �. BE BUILT EXISTING )EXPOSED STEEL WAREHOUSEFRAMES BY M.G. EWt7 3-H FRE WALL TO- GON5TRUGTED AS PART OF >!- `WAREHOUSE REMODEL PROJECT _ \ ? UNDER SEPARATE PERMIT TOE' P=DESTAL EXISTING PAVING SOUTH ELEVATION STEEL ROD X -BRACING BY /BUTLER THIS BAY ONLY EXPOSED STEEL COLUMNS BY BUTLER TRUCK RAMP (E) EA5T ELEVATION EXISTING ELEVATED CONVEYOR I� EXISTING BEVERAGE PLANT NORTH ELEVATION EXISTING ELEVATED II �i Ii CONVEYOR �� h LrT- III I ISI II III WEST ELEVATION OPEN BUTLERIB II CORRUGATED STEEL ROOFING WITH AL-ZN FINISH %ADJACENT EXI5TING WAREu0U5E EXPOSED STEEL COLUMNS BY' BUTLER I�12 OPEN I EXISTING BEVERAGE PLANT E5UTLER!B II CORRUC--ATED STEEL ROOFING WITH AL-ZN FINISH ADJACENT EXISTING BEvERACsE PLANT � OPEN IOPE I EXISTING GUARDRAIL TO REMAIN EXPOSED STEEu FRAMES BY BUTLER M.C. STEEL ROD X-5RACING BY BUTLER THIS BAY ONLY RAMP (E) J 7 EXISTING ELEVATED �CONVEYOR� i I I) I I EXISTING � VTRAGS II I CANOPY T -I 5 SIDE EY BUTLER NOT TO 1 5E BUILT EXISTING WAREHOUSE -NEW-_5 RE -.411-1- TO B"-``- CONSTRUCTED 45 PART OF � C WAREHOU5E REMODEL PROJEC-T UNDER SEPARATE PERMIT-� EXISTING GUARDRAIL TO REMAIN REVIEWED FOR CODE COMPLIANCE AM 18 2016 INTERVVEST CONSULTING GROUP 3 -HR FIRE WALL TO BE CONSTRUCTED AS PART OF _ WAREHOUSE REMODEL PROJEC UNDER SEPARATE PERMIT NOT 5HOWN. 0 PERMIT # 1 i I I �� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR � CODrE�CO�PLLIANCE , A / DATE `� jS BY V V 1 f 1 ROOF DRAINAGE OVER EDGE TO EXISTING RCOF. BUTLERIB 11 / CORRUGATED Ij( STEEL / ROOFING (E) / Z -PURLINS B/ 5't O.G. (E) Q EXISTING WAREHOUSE ! I EXISTING WOOD FRAME ENDWALL TO REMAI I TOP PED STAL \0i BUTLERS II CORRUGATED STEEL BUTLERIB STEEL ROOFING ROOFNG WITH AL-ZN FINISH FROM LOADING DOCK TO EXTEND OVER FIREWALL BUT NO CONNECTION I in 12 ✓1/� 3 -HOUR FIREWALL CONSTRUCTED AS PART OF WAREHOUSE REMODEL BY SEPARATE PETIT X WIQ 717 > 0i cr tGs • hL lI-11 il —�li =li,!I I— °,.t k I NEW CIF` CONCRETE PIER EFACE OF I FOOTINGS AT EACH FRAME. EXISTING TYPICAL BUILDING ENDWALL \STEEL 'Z' PURLINS m 5't O.G. BY BUTLER PROPOSED LOADING DOCK COYER STEEL 'C' EAVE STRUT BY BUTLER NEAT SAWCUT EXISTING PAVING G TO FORT .FOOTINGS AS REQUIRED, REPAIR IN KIND AFTER DS. DISCHARGE TO >. TRUCK RAMP EXISTING CONCRETE D.S. DISCHARGE TO TRUCK ' RAMP. TYPICAL EA SIDE PAVING TO REMAIN x u Q > 0 , VIII_ -1 1,;;111- ,! i 1; Iil_III-E:� 11I -I. 11 lIlE1IIE-lI!1 11,11�IIIII�IIiI��lll��ll��III!1�1i1-1��IIII�li�1111� ll � lll��;lll 1 1=-11 SECTION A 2'-9"t MIN air•.rc• 9] MIN I I I EIN pETAfL sr.r-o• DETAIL p W.r4• A 7 T MIN 5'-10" i0" 5'-O" MI N /o • -- :i t0 V m �w I cz -- -- I I , — — — — -----"t NO ADJACENT I.8" EXISTING BUILDING AT SIM. I'-6" - 2'-6" 1'-10" 2'-6" 3'-2" MIN MIN I PSTAIL E DETAIL G` GUTTER W/ SINGLE D.S. - EA SIDE WHERE SHOWN ON PLAN. Zi ALL FOOTINGS ADJACENT TO RMETAINING WALL SHALL EXTEND THROUGH ANY FILL AND A f TlNIMU OF 18" INTO UNDISTURBED EARTH. of '6 K TOTAL OF A. LENGTH AS ANCHOR RODS/BOLTS 04 TIES' 6" O.G. Q TO EXTEND FROM 3" ABOVE AS NOTED ON DOUBLE AT TOP > BOTTOM OF FOOTING, TO 2" FOUNDATION PLAN MINI MUM OF d 10" BELOW TOP OF PEDESTAL 6110 DS. REPLACE PAv!NG TO MATCH I EXISTING. CONCRETE MAY BE n OPTIONALPLACED INTEGRAL WITH FOOTING COLD JOINT d NEAT SAWCUT W 0 Z # EXISTING PAVING ~ O I �- — — TO REMAIN/Z = N O —1 FrN N ISI 11-11 -I I I -I I Imo! -I ! MI I I —111—�� ISE-111=�11 II—III=ill- II 3" CLR UNDISTURBED TOP 41 EARTH REINFORCING -6"o D.S. LEADER WHERE - SHOWN ON PLAN, LOCATE 50 AS NOT TO INTERFERE BOTTOM WITH ANY REINFORCING REIN=ORCING 5 L. DID SECTION DF 5 DP H (MAX) TOP REINFORCING* BOTTOM REINFORCING F 5'-6" 1'-6" 2140" 12" i- 04 X 60" /'1 - "4 X 62" '1- 04 X 60" / '1 - 04 X 62" G 6'-6" 10" 2'-6" I'-6" 9 - 14 X 12" / 8 - 04 X 90" 9 - 04 X, 12" / 8 04 X 90" N 6'-8" 8" 2'-a" '- .. 9 - •4 X 14" / 8 - •4 X 90" 9 - 04 X 14" / 8 - 04 X 90' I'-6" 2'-b" 2'-2" b - •4 X 64" !1- •4 X 58" 6 - •4 X 64" /1- 04 X 58" wQ * REINFORCING BARS EQUALLY SPACED ACR055 FOOTING .It BUTLER BR II STEEL CLOSURE 7R'M '_K ALL V0105 UNDER CORR'JGATION5 BUTLERIB II CORRUGATED STEEL ROOFING WITH AL-ZN FINISH 0 RELOCATED EAVE STRUT BY BUTLER I i 1 _ 3-WCJR FIREWALL �I CONSTRUSTED AS BUtLER'B II CORRUGATED PART OF WAREHOUSE II REMODEL BY STEEL ROOFING WITH AL-ZN FINISH SEPARATE PERMIT li O 1 I I i 11 4 II �I li I f til }1�0 n. �I I I l 44 o 11 i I STEEL FAMES BY m 13JTLER SECTION 177s ,143 TYPICAL INFORCING E5F.ND * HOOK K prETAILS PERMrr* y I (.(�j BUTTE COUNTY DEVELOPMENT SERMES REVIEWED FOR CODE COMPLIANCE I V / VARIES BAR SIZE (dd) K D I EI J E2 A (318"1 P, CLEAR 10" TYPICAL 5(5/8-) 3 3/4" END HOOK AT I/ '6 Q > TOTAL OF 4. 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