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Home My WebLink AboutB16-2868 000-000-000 (3)Wit CoPf DRAWING INDEX DRAWING RELEASE HISTORY' GENERAL NOTES, DRAWING.TITLE: PAGES TYPE_ ,DATE DESCRIPTION �• f . RIALS ASTM DESIGNATION MATE N • 'COVER SHEET . 1 Andtor Rad Drawings 12/01/2016 FOR CONSTRUCTION ' ,r - - 3 PLATE WELDED SECTIONS • `-`` A529, A572; A1011, A1018 GRADE 55 COLD FORMED LIGHT GAGE SHAPES A653, A7011 ? GRADE 60 _ • BRACE RODS' . ` A572, A510 . GRADE 50 CODES AND. LOADS 2 .. Permit Drawings 12/05/2016 PERMIT SET- For Buildiri D6 . Approval _ Zg - HOT ROLLED MILL SHAPES_, A36. AM, A572, A588, A992 ' GRADE 36 OR 50UTLER HOT ROLLED ANGLES • • A529, A572, ASBB, A992 GRADE 50 ' NOTES' . _.. •y - _ 3... ^ : . , .. .. • - • - + _ .w _ HOLLOW STRUCTURAL SECTION (HSS) •A653. A792 GRADE 50 OR GRADE 80 ' CLADDING .. - - - ANCHOR ROD PIAN - 4 • ' ... HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS • PRIMARY STRUCTURAL r . • _ B u t le.r M a n ufact u r. i ng REGULATIONS.IT IS THE SEE RC C SPECIFICATION FOR STOF THE ERECTOR TO RUCTURAL JOINTS USING URE PROPER BOLT TIGHTNESS GH STRENGTHBOL SE WITH OR MORE INFORMATION. SECONDARY STRUCTURAL • 'CABLE 10 17.. . . .. ' 8 CIIVISion Of BIUeSCOpe. Buildings North Amence. Inc. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED,TO DETERMINE • • THE BOLT'TIGHTNESS (I.E.-SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT.' _ COVERING. _ .�& , , 23 , • , • .. SPECIAL, DRAWINGS - , .. •' ALL•AR90 BOLTS SHALL BE "PRE -TENSIONED'. A325 BOLTS IN PRIMARY FRAMING AND BRACING.CONNECTIONS MAY BE , - 'SNUG -TIGHT' EXCEPT AS FOLLOWS;, STANDARD ERECTION DETAILS ' . signed electronically. and seated -by Jeremy PRE-TENSIONA325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN S�TON CAPACfiY • PIANOGRAPH DETAILS .. _ - •PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION,IMPACT,OR STRESS , { Welschmeyer, REVERSALS ON CONNECTIONS. ' . ', No. G 82293 �D • ., .. ,. . • ,. _ _ „ + _ ., 'ORE -TENSION A325 BOLTS IFLOCATED 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. SUP CRITICAL (SC) CONNECTIONS MUST BE FREE .- • - •.- ,- •' : - , • •' .. _ OF PANT, OIL�ORDTHER MATERU1l.S THAT REDUCE FRICTION AT CONTACT SURFACES ,GALVANIZED OR LIGHTLY• RUSTED SURFACES ARE ACCEPTABLE. .. y IN CANADA ALL A325 AND A490$OLTS SHALL BE 'PRE -TENSIONED., EXCEPT FOR SECONDARY MEMBERS AND .' . r ... FLANGE BRACES.. ` - fes_ �_ T~-- - �" "' - .' ' ' - •! - ", •' SECONDARY MEMBERS AND ,FLAN GE BRACE CONNECTIONS ARE ALWAYS 'SNUG TIGHT, UNLESS INDICATED OTHERWISE IN , Wit CoPf . .. .. -' r -M - IT#- ' /J '�4'� tl.O E.C, • 206 ' • " ,PER ` ' BUTT C LINTYDeEflV�ELOPMENT SERVICES - RE�/I EVV -D F®,� DEVELOPMENT CO®E ®1 i! 1 C L SERVICES V DATES / — BY Q�0F ESS/0 N This doc ment has been � �yWELS�y ql�, signed electronically. and seated -by Jeremy 4 , Welschmeyer, PE using my Digital: CD No. G 82293 �D m } _ :Sign�ature w:th PE seal affixed. c Ezp: 3-31-18 .' . Printed copies of this doc me�nt-are//zo:6 P not considered signed and seale FICA _ - and the signature must be i edited on. _ any-electronicTcopy. - 2016.12.06.07:05:31`06'00' . 1 .' • • . .. THE BUTLER MFG.ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE THS- MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER MID MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT SWILL NOT BE B BUTLER MANUFACTURING.'.. -_ 1540 GEiJESSEE'ST. KANSAS CITY, MO 64102 - _ ' ' 'COVER SHEET - - ' .. - •. , r - REQUIREMENTS SPECIFIEQBY BUTLER. THE • .BUTLER MFG. ENGINEERS SEAL DOES NOT MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE W RHOUr PRIOR WRITTEN .. APPROVAL OF BUTLER MFG: - - .. .. ..JOB - - DwoER . NoKK Valley Bullding Systems; Inc: `_ M 16-026892-01 ' " • _ - • APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD OVAWTY WORKMANSHIP IN ERECTING THOS BUILDING IN ACCORDANCE WITH THIS - . • 1 cu�rc Andy Bertagna �pG,np,,; Chico, CalitDm� - _ - BUTLER DATE 12/OSI2016 • • ` - • .. .. FURNISHED, BY BUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS . DRAWING, DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STADARDS PERTAINING TO PROPER ERECTIOR - - ' , PR0JE0T AndyBeragria • • - • • BuUei,ManufacturingALBS . A - .. •' SPECIFIED BY BUTLER INCLUDING THE CORRECT USE OF TEMPORARY BRACING - - 6ULDER3 ran16.958, - - VP -C VE^N • 2016.2a • 1 VPCFLENA1E:teO ,.1 •• .. - •. •• _ 1]ItlAtA .. IZ3122 ... .. - •ChWmal Dla9ccpe a•r19ry. NaMArtMn.lc . Wit CoPf A). Codes and Loads. 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 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 State: California Country: United States Building Code Building Code: California. Buil ding Standards Code - 2013 Edition Structural: 10AISC - ASD Rainfall: I: 3.30 inches per hour g, Building Code Cold Form: 12AISI _ ASD f'c:_3000.00 psi Concrete Based ;on Building. Code: 2012 International Building Risk/Occupan'cy Category; II (Standard Occupancy.Structure) ' .Dead and.Collatei•al Loads Material Dead Weight Roof Live Load - 'Collateral Gravity:3.00,"psf,.. Roof Covering +'Second. Dead Load: 2:08-psf; Roof Live Load: 20.00 psf Reducible Collateral' Uplift: 0.00 :psf, Frame Weight (assumed for s•e1smi'c)':2:•50'p6f Wind Load :. Snow Load:. Seismic 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: 62.00%g Wind Exposure:' C : Kz:,'0.849 Design Snow (Sloped):.ps: 0.00 psf Mapped MCE.Acceleration:. S1:. 27.00 %g Parts Wind Exposure Factor: 0.849 Rain Surcharge: 0.00 Site Class: Stiff soil '(D) " Wind Enclosure:, Partially,Enclosed Exposure; Factor: 2 Partially Exposed - Ce: 1:00 Seismic Importance: Ie: 1.000 Topographic Factor: Kzt: 1.0000 Snow,Importance: Is: 1:000 Design: Acceleration Parameter': Sds: 0.5390 Thermal.Factor:.Unheated.-' Pt* 1.20' DesigA Acceleration Parameter:. Shc: 0.3348 NOT Windborne Debris Region ..Ground I Roof. Conversion::b.70' Seismic Des ign'Category:'D• Base'Elevation: 0/0/.0. Seismic Snow Lo4d:,'0:00 psf: -Primary.Zone Strip Width:"2a: 7/2/6 - %.Snow Used in Seismic': 0.00 Parts'/•'Portions.'Zone: Strip-Width::a:•3/7/3: Diaphragm Condition: Flexible . .Basic -Wind Pressure: q.:.22.35 psf:-' Fundamental Period Height'U6ed:•111.3/0 Transverse Direction Parameters.. • Ordinary .Steel: Moment Frames • _ncy Factor:. ctor: Rho• 1"30 Fundamental Period: Ta: 0.1941. R=Factor: 3:.50. _ Overstrength;Factor: Omega: 2:50 Ag Storage Roof: A, „ Deflection.Amplificati'on Factor: Cd: 3,.00 .. Base Shear: V': 0.1540 x W ''Longitudinal' Direction Parameters Braced Ordinary. Steel Concentric Bra Frames' :. Redundancy Factor: Rho; 1.30 - : Fundamental -Period: Ta: 0.1,229 R -Factor: 3.25 .. Overstrength•Factor::Omega: 2.50 Deflection Amplification Factor: Cd: 3.25 Base Shear: V: 0:1658 is W Q�OFESS/pN y �NELSP C11)�NoC 82293�oz ' rn PERMIT# . „ ... �j(�J''' SOD Exp.3 8 BUTTE CQUITY DEVELOPMENT SERVICES 1�o6✓io�6 REFI E® FOR s� civi L\Q` CODE �VI�'LI CE CALIF DATE 117 BY THE BUTLER MFG- ENGINEER'S SEAL APPLIES BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. BUTLER MANUFACTURING - • - _ .. - - ONLY TO THE WORK PRODUCT OF BUTLER R 1540 GENESSEE ST. KANSAS CITY, MO 64102 CODES AND LOADS MFG. AND DESIGN AND PERFORMANCE SHALL NOT BE MODIFIED,. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT - - ,. 'REQUIREMENTS SPECIFIED SEALBY 60ES THE 'PRIOR WRITTEN APPROVAL OF BUTLER MFG. - - DATE: B1' DESCRPTIOM BIRDER • Valley 9 Systems, NOM Vail Bliildin S tams, Iric.. BUTLER MFG. ENGINEER'S SEAL DOES NOT � - _ - 16-026892-01 ' 'APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE cusTDID:R Andy Bertagna ANY OTHER PRODUCT OR COMPONENT GOOD duALIiY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITHTHIS - • 'BUTLER 12/0512016 LOcATKK Chico, Calfomia DRAWWXECR FURNISHED BY BIJTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. - DESIGN OR PERFORMANCE REQUIREMENTS' ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,_ �EcT' Andy;Bertagna Butlei Manutaduring ALBS SPECIFIED BY BUTLER' - INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DMWNC SCJ¢E: NITS 6ULDERS PD! 16-958 - vPc V m&k 20/6.2a 2 VPC FLENM.E: .anaumn. - .. 41VMt8 R1f4I - - aElMtlmdBbSoopa BJl9ipa WTA,mAm. he BUILDER/CONTRACTOR RESPONSIBILITIES DELIVERIES PANELS ,Butler Mfg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. It is the responsibility of the builder to have adequate equipment available at the job site to Oil canning is an inherent characteristic of cold fomred'steel panels. It is the result of several Butler Mfg. standard the, specifications, design, fabrication, quality criteria shall govern all work unload trucks in a safe and timely manner. The Builder will be responsible for all retention factors that include induced stresses in the raw material delivered to Butler; fabrication' methods ' ed oth th trad documents. 1 It f b I 'nstall thermal forces. Th fast rmed el 'll exhibit . unless sbpulat enwnse in ecorm n case of discrepanaas between charges from carers as a rasa o jo site unloading de ays umstallatron procedures, and post m ation r u a pan s vn Butler Mfg. structural plans and plans for other, trades, Butler Mfg. structural plans shall govem.. some dimpling.when installed, especially when insulation is installed between panels and 'DATE: er<' - DESCSWI rt su2DEx' North Valley Building Systems, Inc.. - cusraerc Andy Bertagna Claims for damage or shorts MUST be noted on the Billof{Lading or delivery secondary supports. Dimpling can be minimized by careful installation, taking care not to n is the responsibility of the Builder to obtain approvals and permits from all governing agencies receipt and filed against the carrier by the consignee as per Butler's Terms of Sales (F.O.B. Plant) over drive fasteners and jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance • under the Uniform Commercial Code. It is critical that damages or shorts be rioted on the DRAvevicer : NTS 11urbER9POl: 16.958 of Butler interpretation of the contract purchase order. Unless specific design criteria conceming Bill-&4.ading or you have little recourse with the carrier. Immediately upon delivery of material, Roof rumble is a phenorneran that is caused by wind gusts lifting up on the roof panels and then interface design and details are furnished as part of the contract Butler Mfg. design assumptions, material quantities are verified by the Builder against quantities billed;on the shipping document Springing back into place. All panels experience this action to some degree; especially with shall govern. 'Neither the Manufacturer nor the canter is responsible for material shortages against quantities . concealed dip Standing Seam panels. Roof rumble noise may be minimized by providing a layer, , billed on the shipping document if such shortages are not noted on the shipping documents upon of Wankel insulation between the panels and any hard support surface such as steel secondary Butler engineers are not Project Engineers or Engineer of Reoord for the overall project. Butler, delivery of material and acknowledged by the carriers agent. For materials concealed in bundles. members, substrates such as plywood, steel decking, or rigid board insulation. A rrdrdmum of engineering supply sealed engineering design data and drawings for Butler supplied material as part .. boxes, or crates shortages must be reported immediately upon unpacking. Should products get 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. of the overall project for use by,others to obtain permits. approvals, and coordinate with other wet bundled and crated materials must be unpacked and unbundled immediately to provide trades The Builder or A/E firm are responsible for the overall project coordination, including drainage of trapped moisture. See Erection Guide for proper job site storage procedure. Oil canning, dimpling, and roof nimble do not affect the structural integrity or weather tlghtrness coordination with appropriate inspection and testing agencies. All interface and/or compatibility , of the'panels and is not'grounds for rejection of panels , of any materials not furnished by Butler are to be considered and coordinated by Uma builder or SEALANTS- FALIWTS A/E firm Sealants shall be applied in 5bid accordance with Butler detals or weather tightness will I be The Standing Seam joint detail is designed with an interioddng feature ease of installation. CONSTRUCTION & ERECTION RESPONSIBILITY compimsed. Sealant rnist be applied in'temperati res and weather conditiars — Flowever, it is imperative that installed Standing Seam panels be sato to'the secondary structural members and properly seamed to departure from the job site each day. oorrsistentwith labeling.. • prior The Builder ii.responsible for construction in strict accordance with Butler g des. INDEPENDENT MEZZANINES SS 'FOR CONSTRUCTION" drawings and all applicable product installation Butler is not responsible for work done from any other Butler drawings that are not marked Independent mezzanines must be designed by a professional engineer. The engineer must ensure Local building departments may require added fall restraint due to conditions that may affect the 'FOR CONSTRUCTTCN", nor any drawings prepared by others that proper isolation from the Butler building has been provided to avoid structural damage due to skylight structural integrity: it Is the responsibility of the builder to determine and provide any differential movements, or inadvertently apply loads to the Butler structure. Butler accepts no added fait restraint under the skylight as may be required by your building department As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice responsibility for,the design of the independent mezzanine. RAIN WATER RUNOFF (in Canada - CSA S16), which require U500 tolerance of installed members Occasional rg rg, a><drg, aopirg,ard drilling for final fit up are considered part of .. field work indudi • shimrn FIRE CODE COMPLIANCE systems be designed y act professional comply Drainage must ed b the prof to co with code requirements., erection. Specified field work and field welding conditions indicated on these drawings shall. also be included in the erectors scope of work,; See Erection Guide for sNn irdng procedure... It is the responsibility of the Project design'professional and builder to comply with local fire code Butler is not responsible for drainage designs overflow scuppers dorm piping; etc The project " For bullding with top riding bridge cranes see Crane Data drawing for column ptumb tolerance. incl aeration of, but not limited to. � regulations including axon building use acct occupancy, all building 'orsyst_ Professional and con are responsible o that � dram r such nisi w rain'M as sappers aril auxiliary are pro4ided as requi the required intensity at .. .. .. . ' The building erector shall be pnopedy.licensed annd experienced in erecting metal building systems. separation requirements, fire recti e construction materials, se i egress requirements, .Pro etc'. Builder shall advise Butler of of rements t be fumislied Butler. . SPS . raQw . . .. the building peri er and at ley axdidors to prevent ponding. The Builder is responsible for having knowledge of, and shall comply with, all, OSHA requirements FIELD MODIFICATIONS STEEL SHOP COAT and all other governing site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. Butler ' Modifications to this building from details •and instructions ebntained on,these drawings 'must be The purpose of Butlers slap coat is to provide protection for the steel members during bracing Is designed for code required loads after building completion and shall not be considered approved in writing by Butler Mfg. engineers, or other licensed structural engineer. This ind6des, transportation, during to job site storage and during erection. Standard shop fcrr ukition ' 9 ceryl �9e m9 as adequate erection bracing. See Erection Guide. but is not limited to, remmoval of roof or wall deciding, removing or, moving any flange braces or isnot esigned to perform as a finish coat when exposed to environmental conditions.Members . rod braces, cutting of openings for doors, windows or RTUs, correction of fabrication erors, etc shall be kept free of the ground and property drained during Job site storage. It is the Builder's EXISTING STRUCTURES The owner shall not impose loads to this structure beyond what is specified for this building in responsibility to ensure that if a finish coat is being applied over Butler shop coat that the Butler must be advised of any existing structure that is within 20 R of Butler's building. the contract documents Butler Mfg. accepts no resporisiWlity for the consequences of any pain9 contractor verifies compatibility between his finish. coat and Butler's shop coat Loadings of both buildings Trey be affected when adjacent buildings are within this distance. . unauth orized additions alterations, o d loads this structure' ons or ed to , BUTLER MFG: ACCREDITAl10NS AND APPROVALS Budercannotbe responsible for the design or loading of existing buildi_rgs: " . . If the builder intends to invoice Butler Mfg. for modifications in excess of $100. The builder ' Fabricator Approvals BRACING must notify Butler Mfg. immediatety, and obtain a Work Authorization from Butler Mfg prior to prmxoeeding. All final claims must be submitted to Butler Mfg with all supporting documentation IAS AC472 Approvals: (www.iasordirie.org/Metal_Bwlding_Sy%ems/MB.html) Tension brace rods work in pairs to balance forces caused by Initial tensioning. Care must be' within 30 days of the building completion. Claims submitted without work authorizations,' or after listed under BlueSoope Buildings North America, Inc. . taken while tightening brace rods so as not to cause accidental or misalignment of components 'For 30 days will nmol be accepted. Correction of minor misfits sh mrtdng and plumbing, moderate City of Los Angeles, CA #FB00031; City of Houston, TX 767; All rods must be Installed loose and then tightened: Rods should rat exhibit excessive sag. amount of rearu drilling, chipping /cutting and minor weldin are considered b Code of* n9: n9, Pr n9 n9. 9 Y City of Phoenix, AZ C19 )2008; Clark County; NV 43 & 833, San Bernardino County, CA 289, long or heavy rods, or angles it may be necessary to Support the rods at midaoayby suspending them from secondary members Standard Practice to be part of erection are not subject to claim reimbursement, - State of Utah, City of Richmond, Ca. ' CONCRETE/MASONRY/CONVENTIONAL STUD WALLS Design Approvals Bracing for seismic orwind loading of objects orequipmerd that arenota part of the Butler 'IAS AC472 Approvals: (www.iasonline.org/Metal Building_ Systems(MB.html) structure must be desk ed a qualified professional to deliver lateral loads to frames The engineer responsible for the design of thewall system is msponsible;fw coordinating with, or 9n by primary Y Listed under Butler Man ifadliring, a Division of BlueScope Buildings North America, Ina and rod bracing strmrta' Equipment bracing and suspension oonedions must not impose torsion specifying to Butler Mfg, any wall to steel compatibility issues such as drift and deflection w minor axis loads, or rause local distortion in any Butler components. Butler accepts no " compatibility, special base details, and wall to Butler steel oonnectlorm All fasteners, sealant and Cenadian CSA A660 Certifications bili for design or installation of brad ems not furnished b Butler. counter of wall.systems are to provided by contrails.' The engineer responsible h J o CerbfieaUorvPa Certified x ty 9n m9. Y (tg' eng•avbgP• 9� CompanySearch.asp ) the wall shall design the anchorage to Butler supporting elements consistent with Code Listed under BlueSeope Buildings North America, Inc. FIELD WELDING required forces All field wielding shall be done at the direction of a design professional, and done in accordance Eriginneering Certiflcetiws of Authorization with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the USA-AR#576; FLip0427; ID#C 2470 IL#184 002649; KS#E-29: MS#E 0592; . welding as directed by the applicable.weldirg procedure specification (WPS). A WPS shall be " . MO#E-2010007738; NCNF-0996: OK#CA4170PE; SD#C•1787; TX#F4828; WV#CO3059-00; Prepared by the contrador for,each welding variation specified. The contractoris responsible for CAN—AB#P08900: NS#30123: ON#100148798: and YT#PP134 < any special welding inspection as required by local jurisdiction. Filler metal shall be 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system, (Seismic Cat D, E or F)' minimum Charpy V•Notdm toughness shall meet AISC341 criteria' ' (20 ftabs min (a1 ODeg F). Interpass temperatures shall not exceed 55ODeg F (300Deg C). u) SIGNAGE w PERMIT# ��Z`6fo� rG The Builder Is responsible for furnishing signs es required by Code and the Building Department, i including but rat limited to, exits, occupancy limits, flow loading limits, and bulk storage limits BUTTE COUNTY DEVELOPMENT SERVICES 7� Flow loading signs shall dearly indicate maximum floor live load pe ally d. E�I E W E 'is Bulk storage facilities shall have signs deafly posted on all loaded walls Indicating the type . of commodity stored and the maximum storage height.. Signs shall be dearly visible when CO building is fully loaded to design level. Overloading of floors w walls may result in failure. QO MAP I DATE ' V' BY No. C 82293 ' Exp. 3-31-18 f�o6,��016 —C/V'1\ 11- 16026/11/ - - 1L1n016 12:5123 - aanaima6lascopa uuevga remarexn, lc, i - - _ - -' - - - 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. BUTLERMFG: R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 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 ERECTION NOTES - - 'DATE: er<' - DESCSWI rt su2DEx' North Valley Building Systems, Inc.. - cusraerc Andy Bertagna .. ' BUTLER • Butler Manufacturing w(:vEDsgr!A 2016.2a 16-026892-01 THEGENERAL 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. 12/05/2016 LOLA7M .Chico, California DRAWNCHE c: ALBS - raaECT, Andy Bertagna DRAvevicer : NTS 11urbER9POl: 16.958 3 11- 16026/11/ - - 1L1n016 12:5123 - aanaima6lascopa uuevga remarexn, lc, 1. ANCHOR RODS: NUTS, HARDENED WASHERS AND ANY OTHER I UT EILBmOm ITEMS ARE TO BEFURNISHED BY CONTRACTOR.. 'HARDENED 2. ANCHOR ROO DIAMETERS WERE DETERMINED BY ALLOWABLE WASHER SHEAR AND TENsm PER asc SPECIFICATIONS (FY-awsl). 4" t102rnrn) (ASTM F1554 GRADE 36) ANCHOR ROD: LENGTH. EFFECTS. a a OF TRANSFERRING FORCES FROM ANCHOR RRODSaTO PROJECTION' � . GD a %MDti wlDTH' -VARIES. FOOTINGS ARE TO BE. DETERMINED BY OTHERS ' BOTTOM OF 3.'UtdESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED E o o Ir AND OETaIID AS !CAST -:-IN-PLACE' ANCHOR RODS WITH J.EE w BOTTOM OF: COLUMN COLUMN "SNUG TIGHT' OONNECIIOIS. . Z9 ' . BASE PLATE ELEV. BASE PLATE 4. FOUNDATION Nusr BE IfiVFL SQUARE AND SMOOTH. W jW m 7 ANCHOR Roos Musr eE. acaURaTaY RACED AS,SHOWN -TOP OF FOUNDATION'.:- CONSIDER 1 ON' THS'DRANANC' OR' STEEL WILL NOT FIT. THE' BUILDER } ANY SPACE BETWEEN THE FOUNDATION IS FE93ONS03 E FOR, ACCURATE SETTING OF ANCHOR RODS m AND.COLUMN BASE IN REQUIREMENT ANCHOR ROD PER AISC CODE OF STANDARD PRACTICE, SEC 75 VARIATIONS ARE SUMMARIZED GAGE CAGE a; CENTERS OF ANY TWO ARS WITHIN A COLUMN BASE I 2 t/2 I 2. t/2": STD. . 1/2„ (13mm), . • +'1/ _ ROUP � b. CENTERS OF ADJACENT AR GROUPS; +-1/4! 64mm 'I I "i6arr,ri � � THE 4' PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE FLUSH =. 0" (Omm)' a 1OPS OF ARSj +-1/2' ' CL IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD Q -ACCUMULATED DIM BETWEEN CENTERS OF'AR GROUPS '. D2 -(4)3/4" Dia. ,GR36 Anchor -Rods D3. •(.4).3/4". Dia'.' GR36 Anchor Rods. • ,' " " EXCEED II* TOOTNAL •+' LENGTH., A DIFFERENT PROJECTION MAY BE REQUIRED BY' THE • 1 /4 • PER IOOFT., NOT. TO Dl (4') 3/4"' Dia. GR36' Anchor Rods. Plate W=8"' L=1'-1" Plate W=B" L=i'!-4^ THE �A� OJ PROJECTION OTHER P TS BECUT OFF IF a � � 4 TER � ANY AR GROUP FROM GOLIATH Plate' W-8".Loll_1n Dim: .A=lr-Or Dim: A=1.1-:1 1/2^ TYF�CAL ',COLUMN E. Dim:, A-1'-0" Gage -5" Pitch -5,'! Edge Out -4" Gage. =5" Pitch=5^, Edge Out=5' 1/2" DETAIL' .REACTIONS ARE FURNISHED IN THE BASE PLATE' , D a DEacN LOAos.AND Elev:=100'-0 lev.=loo'-D^ lev.=loo'-o^. SUGGESTED ANCHOR ROD PROJECTION REACTIONS REPORT... ;. • ' EXISTIIJG : BUILDING. ' • U V1lllCll.71 V11 1�CY . aaa..va�v �. a.v✓ v a.,a aa. Finished Floor eaYdtion =100'-0" (Unless Noted OthervAse) c'>,THE BUILDING DESIGNED WITH THE DESIGNATED GATESDIAG THE BUTLER MFG. ENGINEERS SEAL APPLIES � 11 ur "JNU, m�L UINo 1 ne iry Wv I IUN nerceun, rtt=mwrvo me rKUMnl T yr BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEBI BUTLER MANUFACTURING. 'ANCHOR ' N BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE ,BASE AND N ONLY TO THE WORK PRODUCT OF BUTLER - MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 - ROD PLAN AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED ' REQUIREMENTS SPECIFIED BY•BLfTLER:THE SHALL NOT BE MODIFIED,. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT - WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. - • • BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG. - - � � - � � °"'E' B`' oescavTnre euat Noith Valley Building Systems, Inc. - 16.026692-01 APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR ANDAOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE - cu=mEit Andy Benagna . : -' ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS - Chico, California - BNTLNI=R 1 2105/2 01 6 FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. oa WNCNEeK: - DESIGN OR PERFORMANCE -REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, - - V EcT:. Andy Benagna gutter Manufacturing ALBS - - - - SPECIFIED BY BUTLER, THE CORRECT USE OF TEMPORARY BRACING. oruwr+os NTS eutnertsroe: 16.958 VPC veasnrc- 2016.2a 4 v rye -we: 18028897-01 - 1L1!lO18 123125 • , CX001 CX003 .. CX005' No. C 82293 �° m '19'-6 19�-6^ 1 m . ^ F ` r Exp. 3-31-18 40 -0 10 m/O�1014 BL B TTE COUNTY DEVELOPMENT SERVICE BEVIEVED FOR �9 OFcA PRIMARY AND. ROOF BRACING PLAN E'®MPLI CE 1 6^ DATE BY O Dimension Key . Shape Name = Ag Storage 1. USE 1/2 X 1 1/2 A325T BOLT 49080 AND NUT 47120. THE BUTLER MFG. ENGINEER'S SEAL APPLIES Q BUTLER MANUFACTURING. - - i 1 i ) BUTLER MFG: IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE v 1540 GENESSEE ST. KANSAS CITY, Mo 64102 PRIMARY AND ROOF BRACING PLAN W/O WASHERS. SNUG'TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER' AND DESIGN AND PERFORMANCE MFG. APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SECONDARY CUP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, � - � - SHALL NOT BE MODIFIED,. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. -THE UNLESS NOTED OTHERWISE. -PRIOR WRITTEN APPROVAL OF BUTLER MFG.' °"M` • er. OescnvlvErt t - suin. NOM Valley Building Systems, Inc.. 16-026892-01 BUTLER MFG. ENGINEER'S SEAL DOES NOT • 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME - APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE cu6TOLER Andy Bertagna SIDE OF THE WEB AS THE HILLSIDE WASHER 'ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WTTH THIS "'BUTLER 12/05/2016 • FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. �i�' California _ - DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,. - - ' ' PROJEMcXT.' Andy,Bertagna . Butler Manufacturing ' a ALBS L - SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Ow.wilcscn�: - - euLn6esvoe: .NTS 16.958 2616.26 - 5 FLE :16028682-01 - . 1L1R016 IT.61'� _ ear+twnwtluacapo tlua�p ram.wmnm. R. � ., " -. • •�. .. 1. r � '' .. �. Cnw • , CX001 CX003 .. CX005' No. C 82293 �° m '19'-6 19�-6^ 1 m . ^ F ` r Exp. 3-31-18 40 -0 10 m/O�1014 BL B TTE COUNTY DEVELOPMENT SERVICE BEVIEVED FOR �9 OFcA PRIMARY AND. ROOF BRACING PLAN E'®MPLI CE 1 6^ DATE BY O Dimension Key . Shape Name = Ag Storage 1. USE 1/2 X 1 1/2 A325T BOLT 49080 AND NUT 47120. THE BUTLER MFG. ENGINEER'S SEAL APPLIES Q BUTLER MANUFACTURING. - - i 1 i ) BUTLER MFG: IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE v 1540 GENESSEE ST. KANSAS CITY, Mo 64102 PRIMARY AND ROOF BRACING PLAN W/O WASHERS. SNUG'TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER' AND DESIGN AND PERFORMANCE MFG. APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SECONDARY CUP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, � - � - SHALL NOT BE MODIFIED,. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. -THE UNLESS NOTED OTHERWISE. -PRIOR WRITTEN APPROVAL OF BUTLER MFG.' °"M` • er. OescnvlvErt t - suin. NOM Valley Building Systems, Inc.. 16-026892-01 BUTLER MFG. ENGINEER'S SEAL DOES NOT • 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME - APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE cu6TOLER Andy Bertagna SIDE OF THE WEB AS THE HILLSIDE WASHER 'ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WTTH THIS "'BUTLER 12/05/2016 • FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. �i�' California _ - DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,. - - ' ' PROJEMcXT.' Andy,Bertagna . Butler Manufacturing ' a ALBS L - SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Ow.wilcscn�: - - euLn6esvoe: .NTS 16.958 2616.26 - 5 FLE :16028682-01 - . 1L1R016 IT.61'� _ ear+twnwtluacapo tlua�p ram.wmnm. R. � ., " -. • •�. .. 1. r � '' .. �. rIEVIEWED FOR q�OF�CAL\F� C. DF PL CE 2 2 @V-0 3/16^ DAT ? BY 1 8 1/2" Dimension Key Shape Name = Ag Storage Wall 4, Frame, l 'THE BUTLER MFG. ENGINEER'S SEAL APPLIES BUTLER MANUFACTURING 1. USE 1/2 X 1 1/2 RS. SNUG BOLT (EN BO AND NUT ALL SE). ' • ' • - - BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GEN BUTLER E ST: KANSAS CITY, MO salon FRAME CROSS SECTION AT FRAME UNE(S) 1 W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE: R MFG. AND DESIGN AND PERFORMANCE - SECONDARY CUP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, � � . ' � SHALL NOT BE MODIFIED, REPRODUCED•OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER THE - - - UNLESS NOTED OTHERWISE. ' '' PRIOR WRITTEN APPROVAL OF BUTLER MFG. ..- B1RDER North Valley Bu Ming Syste mTe�� er.' oEscnv�urr 'i ms,lric..' 16-026892-01 BUTLER MFG. ENGINEER'S SEAL DOES NOT' 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE cusTOmEe Andy Bertagna VON SIDE OF THE WEB AS THE HILLSIDE. WASHER' .. -' - . 'ANY OTHER PRODUCT OR COMPONENT ' GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS _ - BUTLER• 12/05/2016 FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. Chioo' Caldomla - ° AL'NBS cK DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, - .. - mT Mdy Bertagna Butler Mahufacturing �acn aaaec INCLUDING THE CORRECT USE OF TEMPORARY BRACING. " ' .: ' • .. SPECIFIED BY BUTLER.. .. • ' ' :. oruwwrxxr serge: ' � ' , . NT$ euanerrs vou: 16.958. vvc veasnra 20 6 16.2a . V FLE�: ,amaaasn, - fnne,a zs�m aCIMaImo1845appa B�l9,gf WMNriolo,R ' Cq FOMPLI�TCE 2 2 @ 3'-0 3/16" DATE ( By 1 8 1/2,'. Dimension Key Shape Nam =A\gStorage Wall 4,Frame2 THE BUTLER MFG. ENGINEER'S SEAL APPLIES BUTLER MANUFACTURING - ' 1. USE 1/2X.1 1/2 A925T BOLT (49080) AND NUT (47120) - ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 15g0 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINES T W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE: R SECONDARY CUP CONNECTIONS, AND FLANGE BRACE CONNECTIONS. ' ' SHALL NOT BE MODIFIED,, REPRODUCED OR USED FOR ANY OTHER PURPOSE - - REQUIREMENTS SPECIFIED BY BUTLER: THE UNLESS NOTED OTHERWISE. .. • ' PRIOR WRITTEN APPROVAL OF BUTLER MfG.' - - BULOER'. North Valley BuiWing.Systems, Inc.. WITHOUT. 'BETE•' BY.BESLRPTgft ' 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME A BUTLER MFG. ENGINEER'S SEAL DOES NOT - _ 16-026892-01 APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER Andy Bertagna . SIDE OF THE WEB AS THE HILLSIDE WASHER .ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 'BUTLER. 12/0512016 FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. _ L T Chico, Califomla .. onnwNCHEC .. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES; AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, - ' . ' PBaEcT1. Andy WagnaButler Manufacturing ALBS' vxw SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. otuwr+C sauE: MS .. BULDERS POO: 16.958 - `/Pc VES 2016.2a 7 VPC FLEMWE: 16.OM92-01 .. 12/1/1016 1211'JB 001iabn01BI4`•lsr• BJtllrga NVNMeAm. Yc _..—..----------------- --- _. _..- SIDE OF THE WEB AS THE HILLSIDE WASHER- • . • - ' -� . • . ( rLTJ U i nt rcmrU�vn vcoi"n Ur ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO ANY AN DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER ..._.. ._ ............................,. ..r....... ,.. ...,._.,—_..,.,..—..,..-........— 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. _ ------.....r....�„a .. - LOCA rt .Chico, California BUTLER Buffer Manufacturing �c�m 2016.2a _..._. 12/05@016 m w.NCHECK ALBS ' ' _ r�EcT., Andy Bertagna ow.wncSCALE: BuLDERs roe NTS 16.958 - 8 ' VPCFLEWIhlE: tFafcimPa. .. . - - , - 11/18019 123130 - - a0lNebn Ola /bN Mnalce.R 4e5t eBJMrpa. ' 9FRAAH BRACE NOTE DO NOT ATTACH PANEL (OR PANEL CUPS) TO PORTAL BRACE BEAM.` NOTES: -DO NOT ATTACH ROOF PANEL TO PORTAL BRACE F -FEET G -GAGE CX.. = CCLUMN (PLATE) .• - BME F LOCATON LOCATm 14USCE WASHER -LOCATE EACH PORTAL BRACE SUPPORT AT PORTAL BRACE KNEE I'= INCHES 0 _. OPERATION - COX--- - COLUMN (GAGE) 1 2 _BEVEL SWARF WA94ER 49040 S - Mo1RER - STIFFENER LOCATION. E EIGHTHS C FIN/COLOR • WCX••• =COLUMN (HOTROLL) •COLUMN OR BEAM - - PORTAL BRACE BEAM � • -SEE SECONDARY ROOF PIAN FOR PBA LOCATIONS. FIELD DRILL .- PANEL/COVERING •• . WEB .. HEX NUT o•� -01 I- 0 9/16' DIA. HOLE W WEB OF PORTAL BRACE FOR PURUN BRACE .. W 1 J'1 1'7 2 6 1 K T•D • R6X••• = RAFTER (PLATE) 'A' o z' _ o' (4) 3/4' x 2 1/2' ASSEMBLY (PBA --)ATTACHMENT.. •. • (EG GOC'C `C EGX WASHER WASHER o. o '0: I . _ __ _____ _ ___-_ ___ _ .. - .. A325 BOLTS ' PORTAL BRACE - UNLESS NOTED .. A WI 2 2' X 1 1 T' ' �WT FLLNG iFH ' CO DE' - WRX••• RAFTER (HOTROLL) -TRX•+• . ,"B' .• ROD .. .. • SUPPORT LOCATION L st ' A325 BOLTS WITH WASHERS A3FIELD ,.INSULATION =TRUSS RAFTER , , ' -:�� HILLSIDE WASHER .. SEE .. OTHERWISE . _ .DRILL(WI 9/16'. MOLES - SIDE OF THE WEB AS TE HILLSIDE WASHER. ,.. • • tE a E• - n,'e-) a+ IHEe-) CLP REO.O. W - R12HJ PORTAL BRACE SUPPORT MEMBER IN PURUN. - (00OD7JS_) I B 1 3 0 1 0.3 6 0 J 0 W V - • F F F I I I . I I I E O. C ICX •' - INTERIOR COLUMN PCX •• .. THE3( nANcrs/ � .. RAxIXi EnADE WTIi TrFiGULr • FURNISHED BY BUTLER EXCEPT TO ANY . _ ' WIDTH 1HK. CODE -PIPE COLUMN _ WEB ,REINFORCEMENT PLATE (IF • " .. PRESENT)MAY BE SHOP' WELDED ON' . . - ' p:NEEGT TO M W® 9F M 'FRWE NENBER - ,, _ SEE SAVE STRUT - N. Pl1RU LENGTH SECONDARY STANDARD '- TCX••• = TUBE COLUMN - - , EITHER SIDE OF THE WEB. ROOF PLAN `..� _ r 0 8 2 1 9 1 1 4.1 7 - - - - EPX••• - ENDPOST (INANE) ^. • • • - • ... .. FOR PART y ( 00007JS_)' .. - G1 _ • F F. II E G 6 • * -• `THILENCIH EGX••• ENDPOST (GAGE) . .. ... ' _ �- .. ^. • • O ,. 1 DEP JU GACEAD SLCODES' ' .. .. ALTERNATE L9NREOnoNs SHAPE .. - CBX••• = CANOPY (PLATE) SECONDARY (SPECIAL)• ` - COX... = PIGGYBACK CANOPY .. - ". FLANGE BRACE REQUIREAIENTSi '., 3/4' x 2 1/2" .. - D o 1. o OZ t 91 tai 7 - :. ... .. .. , . • • ., .. .: .. .. A325 BOLTS. - r® •PC DCC"• = 8 1/2- GAGEPOST RULEyt'- ALL RANGE GRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE;P2- SINGLE FL'ANCE. BRPGES'ARE REQUIRED WHEN PART MARK ON, -' - • DESCRIPTION ART NO " ' RWNUT pAY . XATd1 STEFl RWIp MASHER .A A. HMD STEEL WASHER , a 14USCE WASHER 3 8- 99213 MT WASHFA 99406 1 2 _BEVEL SWARF WA94ER 49040 1 5 95270 952 1 - M7 WASHER95672 '5 'MT WASHER 314' !LAT ROUT WASHER (9790) 47607 .43658 3 {'' 89M7 95235 ' 3/47. MT WASHER 9590 71 - 1• RAT ROUNDWASHER (95946),• LER MANUFACTURING 1540 GENESSEE ST. KANSAS CATY, MO - •' - 64102 PRIMARY BRACING SED°S 95M1;WASH I- 0 T 1/6^ MT ROUND WASHER (95949) 43909 1!XL!X 9939 1 I T. WASHM 95919 L WHEN PART MARK IS ACCOMPANIED -BY (2).'' '- RULE#47.WHENEVER POSSIBLE,' PLACE SINGLE 'BRACES TOWARD THE RULEyt'- ALL RANGE GRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE;P2- SINGLE FL'ANCE. BRPGES'ARE REQUIRED WHEN PART MARK ON, -' - - - `' KNEE BRACE �0 TYP EACH END FCAUF�� -' ®^7 _ 1 - L p .�F F I I.E GG _ , DWNTEApE PTIB LENGTH GAGE ADJUST.CDOES- DCF•" =.10' LACE POST ,. CROSS SECTION ISNOT ACCOMPANIED BY_(2): DATE X •BUT TAC BRACE. - ATTACH WITH 9P�� THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB, LER MANUFACTURING 1540 GENESSEE ST. KANSAS CATY, MO - •' - 64102 PRIMARY BRACING SED°S . WIO WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ' MFG. AND. DESIGN AND PERFORMANCE - . 1/2- X 1 1/2 ROD L WHEN PART MARK IS ACCOMPANIED -BY (2).'' '- RULE#47.WHENEVER POSSIBLE,' PLACE SINGLE 'BRACES TOWARD THE SECONDARY CUP CONNECTIONS, AND FLANGE BRACE CONNECTIONS.' '- SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT •• •' A325 BOLTS WITH WASHERS (TYP.) " BRACING _ 0 3 RING 1'0• .-' RS - THREADS BOTH ENDS = CU:YISONE END ' . • CENTER .OF THE BUILDING... PRIOR WRITTEN APPROVAL OF BUTLER MFG.' - THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE - .. .. 2. SLOT REINFORCEMENT. PLATES NEED NOT BE LOCATED ON THE SAME - - - FIELD DRILL (2) • :• .. I . E • . • 'F F' I I • RT TF9IEADSONE.END'- . . . RV. _ CLELIS BOTH ENDS RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON .THE •SAME - - SIDE OF THE FRAME' SIDE OF THE WEB AS TE HILLSIDE WASHER. ,.. - • • .. 9 16' HOLES• •' 7'. PURLIN DEPTH DIA .. LENGTH, • • .. ., • RP=TH_RE'AD BOTH ENDS.- NO HILLSIDES WEB. _ •" 10' & 11 1/2' PURUNS REQUIRE 3 BOLTS AT EACH END OF PVRUN LAP .. • FURNISHED BY BUTLER EXCEPT TO ANY IN STIFFENER. - • . tEr wtrm ° 'a'' xnm ROD' BRACE °•1°°'/0'/0° a" "'_ O0 a.'wtc' ' IEu M60T ' PORTAL' BRACING • •• '�'' wi°°° ' '�` M°0° ^ PORTAL- BRACE :SUPPORT RLr waaen9^' Re'''°" MARK. NUMBER KEY - BR01G2 • WEB SLOT ASSEMBLY BRO6AE COT. PURLINLLAP SHOWNBCO CONT. SIMPLE PURUN . - BR11F1 KNEE BRACE CONNECTION • BR12H3 • PORTAL BRACE SUPPORT'MEMBER ENSOBI COMMON GENERATED MARK NUMBERS BASIC ERECTION GUIDE REQUIRED FOR THIS'PROJECT: . _ . - • .. ROOF BEAM' I' r ROOF - - , . • • " - REFER TO: ' . . • .. .. - Iry ILnIU,K UULUM N tiruUe . ('" I NOT BEAT FINISHED FLOOR - T • . .. - • . - .. ' Rn wrs ron• 4n wm °"�W/�o "E`'•M°00 CLEAR HEIGHT DIMENSION, WORK POINTS ENB002 BASIC ERECTION GUIDE -STRUCTURAL PFR007 AS SHOWN ON FRAME CROSS SECTION DRAWINGS . Q�pfESS/0N ELSC,y� R!� • •' -. • ' '_• . + • � ..• •, :. .. ;, � ' .. �—'�� No. G 82293 �2z Exp. 3-31-18 µ PERMIT # - BUTTE COUNTY. DEVELOPMENT SERVICES A * 1�o6✓zol6 ' ' .. • � . • _ . '. .. - _ ,. .. sq CIVIL ��Q' ..� ttwe°a9zm .. .. � • 1 .. tmaw° sLosuW Ino ,. ,-o o- d, ........ nF—VI EV V ED FOR FCAUF�� :. coEu ®iVIF'LI' CE DATE X •BUT gY 1. USE 1/2 X 1 1/2 A32ST BOLT(49080)AND NUT 47120 - -: ` ', ( ). THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B LER MANUFACTURING 1540 GENESSEE ST. KANSAS CATY, MO - •' - 64102 PRIMARY BRACING SED°S . WIO WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ' MFG. AND. DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT - . - - . SECONDARY CUP CONNECTIONS, AND FLANGE BRACE CONNECTIONS.' REQUIREMENTS SPECIFIED BY BUTLER THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT SATE:. Br. - - OESeRVTM ' , BINDER: , NOfUI Valley Building Systems; Inc. _ . • roe• 16.026892-01 UNLESS NOTED OTHERWISE. • ° PULLER MFG. ENGINEER'S SEALDOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG.' - THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE O*: - 2. SLOT REINFORCEMENT. PLATES NEED NOT BE LOCATED ON THE SAME - - - APPLY TO THE PERFORMANCE OR DESIGN OF cusTOL�R: Andy Bartagna ' SIDE OF THE WEB AS TE HILLSIDE WASHER. ,.. ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BNUTLER • 12!0512016 - - LOCATION: Chico, Calitomla ORAWMCM:CK- ALBS • FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. - - • _ PROJECT Andy.Bertagna _ - DESIGN OR R PERFORMANCE REQUIREMENTS ERECTION GUIDES; AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, ,.' - Butler Manufactu'ring OMw14G seALE: .HT'S BInoERSI.09: 16.958 PAGE: 9 - ^ .SPECIFIED BY BUTLER .. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. .. ' � ,. vPc vEPSlpt 2016.2a ..� ttwe°a9zm .. .. � • 1 .. tmaw° sLosuW Ino ,. ,-o o- d, ........ • - AT EAVE STRUT SEND PBA TABS - " exAcc ff° mace ERECTION NOTE:- 1 'USE (2) 1/2"• USE (1) 11/32' X 1 1/4" AND USE (2)11/32" X 1 1/47'7-45 GRAY - - Noor m^TID" 10O"10N secara�"r WHEN. A CHANNEL BRACE DOES NOT LINEUP WITH ANOTHER - CALV:'HEX NUTS T-45. GRAY SCRUBOLT (097352) (47120) LOCATE - SCRUSOLT 097352 ANDSCRUBOLT NUT (097267) ( ) (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) CHANNEL BRACE OR THE SLOTS IN THE PURUN WEB FOR '' A DROP PIN CONNECTIONTHE CHANNEL TABS TOWARD n SCRUBOLT NUT (097267) (1) NUT ON EACH HEAD OF SCRUBOLT TO �- .BEND THE PURUN WEB AND USE A SELF-DRILLER (55307) ,TO ATTACH. CHANNEL' L PURUN BRACE $IDE OF PURLIN BE ON OUTSIDE-OF., USE TOP HOLE OF r • EAVE PURUN SEE FACE OF r ; EAVE STRUT VIEW BRACE ASSY: " • o ,.• ^2; • o I .. .. - - - (CPB-)(TYP.)' • EAVE STRUT ANTI-ROLL CLIP . -.' (PBA-) `FOR TAB ATTACHMENT 01 - .. - PRESENT. \ . _ • .. - _ '; ., (2) 1/4-14 x 1 1/4" •IF -E. W-) (2) 1%4-14 x. T 1/4",. .. UCL..SCREWS STRUCT. SCREWS .. • - , - De " cls amD v/ IDxx FLAW " .. - hANN WAM WILL 1YRCMLT (55307) (55307) . - CM.Em W TK M w M F!MME MOMM. •• HANNELrBHANNEL • I ® - FACE OF _ BRACE,RACE.EAVE STRUT c - - (CPB=)CPB- nTuiwE CONNECTIONS f• .. n " . - 0 .. PURUN FLANGE BRACE REQUIREMENTS: •` - _ • ' • • RULE41- ALL FLANGE BRACES ON CROSS SECTIONS MUST.BE INSTALLED. — - . PURUN •- .. EAVE-PURUN BRACE.• ,STRUT EAVE•RULE92-'SINGLE'FLANGE USE (21122' GALV: HEX" BRACES ARE.REQUIRED WHEN'PART MARK ON - CROSS SECTION IS NOT ACCOMPANIED. BY (2). • • •' - .+DETAIL BR09JG .. - I EAVE , (PBA-) AT.B 1%2��, 10", BRACE STRAP - PURUNS. .. ,, S NUTS (7 0 LOCATE (1) STRUT RULE#3- FLANGE BRACES ARE REQUIRED. BOTH .SIDES OF THE FRAME WEB PART MARK IS ACCOMPANIED- BY (2). URUN - • - - - , . (1) 1/4". X 6 1/4-. - "' 11 1/2 ; • (ESBS-) (NOT REQ:' AT. 7" PURUN NUT EACH SIDE OF PUF1L(N.., ' PURUN • WHEN - RULE14='WHENEVER POSSIBLE..PLACE SINGLE 'BRACES TOWARD'THE . USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE DROP PIN'(097556). (TYP. PER EACH END) •' TO,7''EAVE STRUT)',. .EAVE -•BRACE•ASSY: • CENTER OF THE BUILDING: .. • • , , RULE15- WHENEVER POSSIBLE, PLACE�ALL SINGLE BRACES ON THE SAME • DOES UNE UP WI,TH'THE. DOES NOT .LINE-UP.HATH SLOTS IN THE PURLIN WEB: ' THE SLOTS IN' THE PURLIN WEB. • . • . - ,. ' ... - AVE STRUT'. ,' (PBA-)(TYP.) - .. PURUN i . • NOTE: SEE ERECTION DRAWINGS SIDE OF -THE FRAME WEB. - • -. • - ' FOR LOCATION " 10' h-I1 1/2" PURUNS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP. _ .. - - •• '� � - � _ " - FOR LOW-OR HIGH EAVE,LOCATIONS. , Iev. wrom�ev°e �..,oe° •. TYPICAL FLANGE BRACE CONNECTIONS '' axws 1ev eum .CHANNEL- BRACE ENDING AT PURLIN WEB.. mmN1/oo �•N60o • SIN CHANNEL PURLIN BRACE ' 0"1°0'r1D^'MO°6 EAVE BRACE• STRAP AND EAVE PURLIN BRACE - -EAVE STRUT BRACE. ' BRO6AE' CONT. PURUN LAP SHOWN, CONT. GIRT ec SIMPLE PURUN BRO9JG . • SELF-DRILLER WITH BENT TABS_ � BR09JH ENDING AT PURUN WEB LOCATION ENDING • BRO9K2 LOCATED AT EAVE'- CENTERLNE OF FRAME � . � BR0 KS • .. - -•• END FRAME' . INT. FRAME 'INT. FRAME - -• '• INT. FRAME DETAIL USED FOR INTERIOR BAY AND AT FRAME LINE -' •• ' - - END EIAY • - - q - INTERIOR BAY . .. " HIGH EAVE STRUT •• rr FlELD DRILL 1 r - . ' , • "jj 1. PURU _ .. .• P ..'' HEAVE PURLIN HOLE (IF REOUIRED) . ' . /{, • " _ : R N B 1 E RAC .•. r'+ BRACE (PBA •' FOR SCRU-BOLT . r • .. . •1/ - CHANNEL .. ... .. FUWNEB L,E G .. .. CHANNEL t .CONNECTION ' ADJUST.. PURLIN BRACE (CPB-)(•) (2),PURUN.BR4CE', 0» , - BOTTOM OF _ CHANNELS• r 2 PURUN BRACE ., -. .ROOF SHEET . PURUN BRACE , O • O ] ] ` CHANNELS '. EIGHT ' . CHANNELS .. . - • ... .. .. ... .. - - - millimeters .. .. - ' J/--�� ,• • 4 PURUN BRACE ] CHANNELS ... (4)'PURUN BRACE'. _ ,] ] -. . ] ]•, CHANNELS • F _ o 1f . , ., 2.1pr ORkLo .. - .. .. .. - .. SHAPE _ . _ .n ... 3. TYPICAL - .. .. 0 3 TYPDEPTH- ICAL ' .. .. , • ' - _ _ ®.. ,. CLUSTER .. . , • CLUSTER .. +;. • • 4 STANDARD NOTES ' ' STANDARD NOTES:. '" • •. -DEPTH •,.SHAPEf ,. CAGE PURLINS HAVE CLUSTERS OF 4 HOLES FOR-ATTACHING PURLIN BRACES.. - PURUNS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. I USE (1) 11/32" X 1 .1/4" •07.= 7' •, . .. Z = ZEE' `, �1T ='0.1.13 ' • -THESE CLUSTERS ARE- REPRESENTED BY ONE OF THE SYMBOLS78ELOW: THESE .CLUSTERS ARE:REPRESENTED BY ONE. OF THE SYMBOLS BELOW. ' T-45 GRAY SCRUBOLT 097352) •. 08 = 8,1/2" ' --• .0 = COE :' 12 0.098 .. .. PURLIN' - DO NOT. INSTALL PURUN BRACES �AT THIS CLUSTER LOCATION. 0 - DO NOT INSTALL PURUN BRACES AT,THIS,CLUSTER LOCATION.. ' HEAD SCRUBOLT 67) S B.11 E` LOC EAVE STRUT .. .10 =. 10• 13 = 0.066 • ' TRUT -] .. I 1 - -'INSTALL PURUN•BRACES AT. THIS CLUSTER LOCATION.' ',-•] .- INSTALL PURUN BRACES AT THIS CLUSTER LOCATION' °"' » USE (2) 1/2' BE ONOUTSIDE.OF'. ' EAVE STRUT ' '= 11 1/2», •' 14 = 0.079 ". .. t5'= 0.073 ' L (1) 1/4" X 6 J/4" • SEE, SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS.. GALV. HEX. NUTS 16 = 0.066 - DROP PIN (097556). • PER EACH END) - INSTALL PURLIN' BRACES AT THE RIDCE ,AND WORK TOWARD. THE EAVE. - INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD •THE EAVE. • (47120) LOCATE , _ (1) NUT, ON EACH SNOTE: • SEE, ROOF FRAMING'PLAN ,FOR - .. 17 - 0.060 , ,(TYP. . " - CHANNEL BRACE: MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER - CHANNEL BRACE MAY BE •LOCATED IN EITHER SET OF SLOTS IN CLUSTER I E OF PURLIN ,. PBA- LOCATION AND, QUANTITY. • LOCATE•PBA-. IN UPPER POSITION r ev .. • PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. PROVIDED THEY. ARE ALIGNED' FROM EAVE TO EAVE IN A GIVEN BAY.' WHEN ONLY (1)PBA IS'REQUIRED. _ - ' .c.• SINGLE CHANNEL PURLIN BRACE �' PURLIN BRACE CLUSTER LOCATION �'.' �' PURLIN BRACE CLUSTER LOCATION, ° D" ' HIGH EAVE PURLIN BRACE "°`°' ' �' "°'0° SECONDARY PART MARK NUMBER . BR09PFi ,INTERMEDIATES LOCATION BR09RY . - END BAY CHANNEL LOCATION. BR09RZ INTERIOR BAY CHANNEL LOCATION BR09W2 • ALL WALL PANEL. TYPE • ENM 1 • COMMON GENERATED MARK NUMBERS .. _ _ ... .' _ ADJUST.. CODEEIGHTS'. ERECTION DRAWING .PART. MARK .. ti . ''• .. 21fir _ 2.5j6- t� PGI' CUP , '• :. .. ' C! .' •.. - .- •• I) fR GAGE , • • p . INCH FIF m IimetefS 1 W I , B r " . ' _ .. .. .. 7s , • WELDED. CLIP CONNECTION �•..�E' , •• • 'ALT. CON ECnON fR •BOLTED CLIP CONNECTION CONNECTION ' Q `� ELS oF �N'9 . / SHAPE ,ALT DEPTH 7' BAY NUMBER �:.. m UP .I s 15 B° - .. Go No. C 82293 m COUNTER CANOPY (C)/PARTITION(P)/ r.. - , Exp. 3-31718 DEPTH SHAPE. GAGE • •• `ZS= -ROOF(R)/WALL(W), NUMBER 07 = 7" ZEE . . , 11 = 0.113 '• - _' - •-J..:2C . iz/0W4016 OB = 8 1/2' CS ='GEE 12 0.098. 10 - 10". ES - LOW EAVE STRUT.. 13 - O.OfiB • HS EAVE STRUT' BUILDING SHAPE - 2 1/2� 5/8 ' _ CUPS MAY BE REQUIRED FOR PURUN TO BE RE CONNECTIONS. 7 En1% C/vi\- V� �l = 11 1/Y " -HIGH .,.• i4 = 0.079 BB =BACK TO BACKCEE • THE•'' BAY BUNDLE CODE• IDENTIFIES / "CUP.PART 095 SECTIONS FORBOLTED11 - - 15. = 0.073 FB = FACE TO BACK CEE - NUMBERS AND THEIR " • - FF =:FACE TO FACE CEE: . 16.- 0.068 • THE -BUILDING CANOPY/PARTITION/ - - - •. LOCATIONS. - 17 - 0.060 - ROOF/WALL. PLANE AND BAY , . P I/n• //��j'�(x/ MIT# I C (i`� W/ V - 7- s 8 1/2- PURLINS ' BUTTE COUNTY DEVELOPMENT SERVICES .. R VIEWED FOR . ENS1B2 SPECIAL. SECONDARY, PART MARK KEY - COMMON GENERATED MARK NUMBERS �'DA " ' NpO SECONDARY BUNDLE LOCATION KEY 'EN5183 ALL SECONDARY DEPTHS 0°CajOiro"�' °°° PURLIN AND-GIRT'SIZES EN53Fi '8.1/2' 216mm m PURLIN. CONNECTION AT INTERIOR FRAME RSO1T1 CONTINUOUS PURUNS _ 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT. (49080) AND NUT (47120) .' THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTWG THE BUILDING DESCRIBED IN THE - B ANUFACTURING BUTLER T. ROOF SECl7 $ L,I �J E W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. R 1540 GENESKANSAS CITY, MO 64102 V 1,9, / \ 2. FLANGE BRACES ARE AN INTEGRAL' PART OF THE STABILITY OF THE, REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT11 .. DATE: ' er.' DEsenvrere • - emnER 1oer. STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION - BUTLER MFG. ENGINEER'S SEAL DOES NOT, PRIOR WRITTEN APPROVAL OF BUTLER MFG. ' _ I y.Buildiag3ystams,-Ine. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE OF WALL AND ROOF SHEETS. - . , ' .. APPLY TO THE PERFORMANCE OR DESIGN OF _ Du=mElt Andy Bertagna 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. : _ ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 12/05/2016 - I--- Cnl� Gaillomia � � BUTLER ° M'WNC'ECK` ' FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. 4 - PTm.leoTo Andy Bertagna 6utter`Manut'acturi • - '` • DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, ALBS' PAGE: 11 • SPECIFIED BY BUTLER: INCLUDING THE CORRECT USE OF TEMPORARY BRACING. - � D1aWe+csw.E: � - eILLUERS Poe: vPe vERSxxe INTS 16.958 - - .. - 2016.2a . V VPCFI.ENkIWM: 1602688201 ^ ' •_ - _ - , _. .. 12/12016 SEDSw 1T]1J3 a e1"a1°ngtusJmea euaegf rAmlanetxs..e. - • WELDCD PGI .CUP CLIP CONNECTION .. (4) 1/2- A307 THIN HEAD BOLT (0966) Et NUT (095032) .. SHIM PLATE . ROOF R1CN NUMBER R - .25 TO 1.99 N/A ,ALT. CONNECTION SAVE STRUT .. .. ' 2.0 TO 2.49 ESHI . ENDBAY - ROOF 4 ELS .. 2.5 TO 3.49 ESHZ .. . 3.5 TO 4.00 ESH3 .. PVRLIN {AVE . .' .. .. STRUT, I .. .. .. .. EAVE. STRUT 0 pl .. 'SHIM LATE. :'(SEE CHART) . •. .�, - BOLTED CUP CONNECTION ' ALT. CONNECTION EAVE, STRUT, BRACE STRAP . LJj IExp. 3-31-18 ' (ESBS_) i ' - CUPS MAY BE REQUIRED FOR �" i�o6✓zol4S REVIEiNE®,FOR PURUN TO, FRAME CONNECTIONS CO ®E COMPLIANCE .. Ok,4�C . . . ... RAKE BEAN . REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED CUP PART NUMBERS AND THEIR .. - LOCATIONS.. - _ �•', Q�a+ a \�'�.;, ' .. '� ,� �� . • a • pt Gi• SHIM PLATE .. .(SEE CHART) (2) T/2• X 2• A32S BOLT (097280) SHIM PLATE ROOF RANG NUMBER ..ZS TO 1.99 '.N A 2.0* TO 7,49 Esn 2.5 TO 149. ESH2' .. - FRAME SOLDIER R• COLUMN .. . . .. i' _. /• _ F - ROOF'BEAN , (2). 1/2' X 2" A325 BOLI (097280) .. '1'-0• AT'Y @ 8 1/2 OUTSET .. V-3' AT '10' @ 11 1/2'. OUTSET .• . . . ' •' @•1�,y :' J.5 TO 4.00 E9U ,. .. LOW EAVE STRUT SHOWN -..HIGH EAVE STRUT SIMILAR R. us4en2ne c.. oe2 .. RS02T1• THE BUTLER MFG. ENGINEER'S SEAL APPLIES- ONLY TO THE WORK PRODUCT OF BUTLER' -MFG. AND.DESIGN AND PERFORMANCE pURLIN CONNECTION TO 'END FRAME • • .. CONTINUOUS PURLINS ° Q0' ''0.01 'RS12PA . , _ - EAVE. STRUT CONNECTION AT INTERIOR FRAME • .. w e an .am :. _ RS12PH - EAVE STRUT CONNECTION ' . ..' AT END FRAME cjfES .. .. ,.. }y ELS No; C 82293 LJj IExp. 3-31-18 ' , ' PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES �" i�o6✓zol4S REVIEiNE®,FOR s�q cm\i SOF CAL\F� CO ®E COMPLIANCE DATE : By - 1. UNLESS NOTED, USE 1/2 X 1 1!2 A325T BOLT (49080) AND NUT. (47120) .' W!O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. THE BUTLER MFG. ENGINEER'S SEAL APPLIES- ONLY TO THE WORK PRODUCT OF BUTLER' -MFG. AND.DESIGN AND PERFORMANCE BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. R - •' BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY SEVS 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE STRUCTURAL. SYSTEM AND MUST BEPROPERLYINSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER THE -BUTLER MFG. ENGINEER'S SEAL DOES NOT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WR1i0UT PRIOR WRITTEN APPROVAL OF BUTLER MFG. � - .. .. i ogre: .er. DEscRrrc2i auLr>ER:' Npj1li Valley Building Systems, Inc. - - � 1oBk 16-026892-01 OF WALL AND ROOF SHEETS. APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE - cusTOMER Andy Bertagna DA . 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ' 'ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY, WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE: WRH THIS - LOCA Chico. Celifanla BUTLER 12105/2016 - - FURNISHED BYBUTLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS AN DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPUCABLE BUTLER MFG. ERECTION GUIDES. AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, P�cT: Andy Bertagna Butler Manulacturing DRAWINCHEM BS ! SPECIFIED BY BUTLER INCLUDING THE CORRECT USE OF TEMPORARY BRACING. ORAwacscALE: PITS - BULIIERS V00: 16-958 U vERsck 2016.2a a 12 - v FLEXAAM: -241 26e92At _ -im'B SEDSM 127174 - - eCiNYala Blasmp &119nm MrnAm°rlmac ��CNRM[: 18028891-01 � � � e �. 1L1!lO1B i 1�1 - - - .,..,.,.....�,... ...�.�..�. .. _ � + . SECONDARY.E.LEVATI.ON AT, A. ELS�y� 1 _ No. C 82293 j0 m Up: 3-31-18 rn C PERMIT# 06✓s0 14 BUTTE COUNTY DEVELOPMENT SERVICES' � C1V1` REVIEWEDFOR. n CAUF�`� r O® COMPLIANCE 1. 6" DATE l gy Dimension ^ Key Shape Name =. Ag Storage, Wall = 2 THE BUTLER MFG. ENGINEER'S SEAL APPLIES BUTLER MANUFACTURING -- ' 1. UNLESS NOTED, USE 1/2.X 1 1/2 A325T BOLT (49080) AND NUT (47120) . ' . BUTLER'MFG. ITIS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, Mo 64102 SECONDARY ELEVATION AT ONLY TO THE WORK PRODUCT OF BUTLER W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. R • . 2. FLANGE BRACES ARE ANINTEGRALPART OF THE STABILITY OF THE • SMALL NOT BE MODIFIED,. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BL THE DATE: By.' •' oescnv - sumEk . North Vall ' y Building Systems. Inc:. " STRUCTURAL SYSTEM AND MUST BE'PROPERLYdNSTALLED PRIOR TO ERECTION •PRIOR WRITTEN APPROVAL OF BUTLER MFG.' - Valley 9 Ys 16.026892-M BUTLER MFG. ENGINEER'S SEAL DOES NOT _ OF WALL AND ROOF SHEETS. : APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE cvsTOws: Andy Bertagna 3. REMOVAL OR ALTERATION OF ANY COMPONENT*IS PROHIBITED. GOOD QUALITY" WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLER 12/0512016 'ANY OTHER PRODUCT OR COMPONENT LocATioe Chico, CalBomla .DPAWNC.� • FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES; AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION. PF=EcT:. Andy Bertagna Butler Manufacturing ALBS," SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. omn WGSCAaE: .. NTS ULOEF s voe: 16-958 `mevE+sbre 2016.2a 14 wcPILEPLUM!taz6"2ai - - - - imams usx •.,�o.,. o,. w .,..� •� 1. UNLESS NOTED, USE X 1 1/2 A3LTS2ST BOLT AND NUT (ONNE . ' , THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEBI BUTLER MANUFACTURING.. 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT B - TI BOLTS FOR ALC SECONDARY CONNECTIONS. WLA WASHERS, SNUG ALL SE) MFG. AND DESIGN AND PERFORMANCE' -APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.'R ARE A 4 INTEGRAL 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE REQUIREMENTS SPECIFIED BY BUTLER. THE SHALL NOT BE MODIFIED,. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT - DATE - .BY.' •.• oEscomo2 •• BIIIDER'. � � NaRA Valley Building.Systems, Inc.. ' 167026892-01 BTRUCTURALSYSTEM�AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION � � BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG.' �. " • � _ - THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 12/05/2016 OF WALL AND ROOF SHEETS. APPLY TO THE PERFORMANCE OR DESIGN OF cusTmE Andy Bertagna -" - - 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.GOOD ANY OTHER PRODUCT OR COMPONENT QUALRY.WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS "BUTLER L-Chico, Calitoml8 - DRAWNC+ECK FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. . - - - PROJECT. Andy.Bertagna - .. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES; AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, Butler. Manufacturing ALBS oBnwr+cSCALE � NTS BUEoerrsroa:16-958 -16 ' .. .. .. .. .SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. vPcvERSm2016.2a GF- 18026887-01 _ .. 12/1!2018 1751A0 .' "pHHAOE 6 prrAce NOTE DO NOT ATTACH PANEL (OR PANEL CUPS).TOPORTAL BRACE BEAM. AC - NOTES: -DO NOT ATTACH ROOF PANEL TO PORTAL.BRE - '- LOCATION. LOCAT*N ,ROOF'. HARD STEEL WASHER • -LOCATE EACH PORTAL BRACE. SUPPORT AT PORTAL BRACE KNEE ,01—_A • ,. , MDEBER _ '. PORTAL GRACE BEAM STIFFENER LOCATION. .. STIFFENER .. .. - TIT _ COLUMN OR BEAM � � - .: .� � - -SEE SECONDARY ROOF PLAN FOR PBA LOCATIONS. FlF).D DRILL i .. , • ' - WEB.. ,. - HEX NUT oa ,. .. ,•»oI .. I - 9/g; DIA. HOLE IN WEB OF PORTAL BRACE FOR PURUN BRACE ADJUST: CODES ,. - .. 'WASHER o o - .• 4 3/4".x 2 1/2" ATTACHMENT. ASSEMBLY (PBA --)'A CH T. _ . - •,• ' '' "A' - - - *B" o o. Y' -ol _ __ ___-_ _ _____ ___ _ -A325 BOLTS PORTAL. BRACE - ATTACHWITH 2 ' X -• ', .GAGE.. •. WASHER R00 • • .' .. SUPPORT OCARON:. L ''' UNLESS.NOTED r - 'A325 BOLTS WITH �OVT WASHERS .' .. . . , , .' " .. HILLSIDE WASHER , OTHERWISE .. SR12H3 FIELD DRILL (2)'9/16• HOLES . CENTER -OF THE BUILDING... - • - ' �C CLP RECD W/ - - . , P BRACE SUPPORT MEMBER IN PURUN - PORTAL .. - (OOOD7JS_) ' .. millim eters �.. EFl7T' WEB REINFORCEMENT PLATE (IF. TM� FANc RlJ OE RACE WLL TYPICALLY CONNECT TO THE WEB OF' _ .. _ • • � ., HAP PRESENT) MAYBE SHOP WELDED ON - 'FRWE'MEMBER •' SEE - - •� - EAVE STRUT .. ." -DEPTH,. EITHER. SIDE OF THE WEB. .. ROOF PLAN PURUN . • . 10' dE 11 1/2" PURUNS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP • O - FOR PART (00 007 JS - • •ALTeQNTE .. ' ,. .. CONNECTgIS _ - • ... _ .. .. _ .. 1 ",r •DEPTH SHAPE, _ •. CAGE '. • .. - FLANGE BRACE REQUIREMENTS: .. - '• 3/4' x 2 1/2' - ,` 07• = 7" • Z ZEE - . 11 - 0,113 ... _ .. ». . , A325 BOLTS' .. .. - .. `® .VGA 'U9'= 8 1/2.. C =.CEE ' 12 •= 0.098 RULEgi- ALL FLANGE -BRACES ON CROSS SECTIONS MUST BE INSTALLED. •, RULE%2- SINGLE FLANGE, BRACES'. ARE REQUIRED WHEN PART MARK ON _ .. � .. - DESCRIPTION ART NO " ' ROD • NUT . HA1p1 Sim RDUIO WASHER HARD STEEL WASHER • HRLSOE ,01—_A BR11F1 KNEE BRACE CONNECTION , •. a " MASKER 3 p 97321 J - MT WASHER 96108 ' I HEVEL SOUAIE WASHMR 18010 RULE#3-, FLANGE BRACES ARE REQUIRED SIDES OF THE FRAME WEB ' 1 e- " 9S2J0 33 1 M7 WASHER 95672 5/w MT WA41EA 9591 J/�• MT ROUND WA3Rpt (979{0) 83837 3 1" 95235 p 7W J {'. MT WASHER 95918 ER•B594 1• RAT ROUND'WASHER (95848.. '43858. .. •, _• 1 1/11' MT ROUND WAS HER'(93949) 47839 t t 93739 1 1 MT vwA 93918 � - 16 0.068• • RULE(14.`L,WHENEVER POSSIBLE,' "PLACE SINGLE 'BRACES TOWARD THE.. RULEgi- ALL FLANGE -BRACES ON CROSS SECTIONS MUST BE INSTALLED. •, RULE%2- SINGLE FLANGE, BRACES'. ARE REQUIRED WHEN PART MARK ON _ .. � .. - '' Y KNEE`BRACE 0 's10"O® ' ay. M°0° .TYP EACH END M' °°LiQ' ' M`'' MD W SECONDARY PART MARK NUMBER-* �- PORTAL - • 1 . I �• - I ®11. 11� • .E = LOW EAVE STRUT•• • 10 = 10" '1J •= O.OBt1 11 =.11 1 2 • ,H - HR:H.EAVE. STRUT'. ,' 14 = 0.079 /.' CROSS_ SECTION. IS NOT ACCOMPANIED BY -(2):t" 'BOTH BR11F1 KNEE BRACE CONNECTION �— -PORTAL BRACE SUPPORT MEMBER ' EN51B1 .COMMON GENERATIC -MARK NUMBER$. . . . ERECTION DRAWING PART .MARK •• 1 .ATTACH WITH (2). A ,• ,1 . . : i5 = 0.073" RULE#3-, FLANGE BRACES ARE REQUIRED SIDES OF THE FRAME WEB ' •• � P. _ GAGE' ,BRACE,. -- 1/Y X 1•TS . " .. .WHEN PMT MARK IS'ACCOMPANIED BY (2). ,. .. •, _• .. - TH. .. � - 16 0.068• • RULE(14.`L,WHENEVER POSSIBLE,' "PLACE SINGLE 'BRACES TOWARD THE.. - R•OOF(R)/WALL(.W),NUMBER .. ,, •, , .. .. •, ,WASHERS(TYPJ DB = 8'1;2' • , CS ='CEE . , 12 = 0.098. .. _ 17 0.060 . CENTER -OF THE BUILDING... - • - 10 - 101. :. ES --LOW EAVE STRUT. • ?, 13'- 0.088 HS - HIGH EAVE 'STRUT ..11.=111/Y '14=0.079 _ BB BACK TO BACK CEE' - IS • • - .. •' .. .. FIELD DRILL(2) • .. .. FB = FACE ,TO BACK CEE. =.0.073 FF *FACE TO FAGS CFE 1a-o.Dfia' - .. .. ' RULE 5= WHENEVER 'POSSIBLE; PLACE ALL SINGLE BRACES ON .THE SAME' � ({ - .. •• 17-0.060 .. _ • • � ., y Y16" HOLES 7" PURIJN DEPTH .SIDE OF THE, FRAME' WEB... .. .. ° CAM./.Al'EV,N°0 SECONDARY RUNDLE•LOCATION KEY -' • .. IH STIFFENER. .. . • . 10' dE 11 1/2" PURUNS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP ROD BRACE •' - ' _ .. � .. - ms°A1E1 ' ' ' • • PORTAL BRACING • 's10"O® ' ay. M°0° • • 'PORTAL- BRACE SUPPORT M' °°LiQ' ' M`'' MD W SECONDARY PART MARK NUMBER-* �"' do�ro,ia �"� X400 TYPICAL 'FLANGE BRACE ' BRO1G2 " WEB SLOT ASSEMBLY ' BRMA f CONT.' PURLIN LAP SHOWN; CONT. GIRT &, SIMPLE PURUN BR11F1 KNEE BRACE CONNECTION BR12H3 -PORTAL BRACE SUPPORT MEMBER ' EN51B1 .COMMON GENERATIC -MARK NUMBER$. . . . ERECTION DRAWING PART .MARK ; . ., , .. ,. - ? • s ,. Ll , .. • (u` . , ADJUST. CODES P. GAGE' .. INCHE LENGTHI -:w B' 3 FF millimeters DEPTH BAY NUMBER CA'N0PY,(C)/PARTITIO N(e)./. r - ,4 DEPTH -• SHAPE' GAGE - R•OOF(R)/WALL(.W),NUMBER .. -.; . .. .. - ., :: '. :' .. ..•. ..•.. 07=7' ZS ZEE _ '11 .e 0. 1, _ .. -. .., ..•'. DB = 8'1;2' • , CS ='CEE . , 12 = 0.098. .. .. BU.LLDING SHAPE 10 - 101. :. ES --LOW EAVE STRUT. • ?, 13'- 0.088 HS - HIGH EAVE 'STRUT ..11.=111/Y '14=0.079 _ BB BACK TO BACK CEE' - IS .. • - .. • " •. • •- - •.• •-• - - - .. THE-BAY/BUNDLE CODE .IDENTIFIES .. .. FB = FACE ,TO BACK CEE. =.0.073 FF *FACE TO FAGS CFE 1a-o.Dfia' - THE'.BU.ILDING CANOPY/P'ARTITION/ .. .. . • - r - { - .. •• 17-0.060 -ROOF/WALL PLANE .AND: BAY .. .. .. .. .. - .. • p°EQ1 ' MD 00 SPFCIAI .SFGONDARY PART MARK KEY ° CAM./.Al'EV,N°0 SECONDARY RUNDLE•LOCATION KEY s- - •• .� '' a . ••R•-- i .. .. _ .. " - .1 OFESS/0 VIA •. ' . . , No: C.82293 ,,, Exp: 373148 n PERMIT# e • � - - BUTTE COUNTY DEVELOPMENT SERVICES - .. REVIEWED :FOR " c►vi;o��P COMPEL CE oFCA�F DATE THE BUTLER MFG. ENGINEER'S SEAL APPLIES BUTLER MANUFACTURING ' 1. UNLESS NOTED, USE 1/2,X 1 1/2 A325T BOLT (49080) AND NUT (47120)` BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, Mo 64102 'WALL SECONDARY SED•$ ONLY TO THE WORK PRODUCT OF BUTLER W/O WASHERS: SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE: IT - 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT . - ' REQUIREMENTS SPECIFIED BY BUTLER. THE FEV: DATE: Br.' •. • - DEscRrrlcrc pHRDER: ' ' xe ' STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION PRIOR WRITTEN APPROVAL OF BUTLER MFG. North Valley Bliild ng Systems, Iric. 16026882-01 BUTLER MFG. ENGINEER'S SEAL DOES NOT OF WALL AND ROOF SHEETS. ' - - APPLY TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE cUsTOMER Andy Bertagna - 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. `, ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY. WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS - - - BUTLER 12/05/2016 - LOCATION: Woo, CalKomla - • ORAWNCHEM - _ FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. " ALBS • DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES; AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, - PRaECTS. Andy B,ertagnla . Butler Mahutecturl E SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. ORwNGSCALE: BULDERSPOE: vvcvEvsoH vA�. NTS 16958 - . _ 2016.2a 17 .....«,...�: ,Hi92G992m - _ - .. _ .. � .. - " - ,mamn s,:uar�m ,x=vru - .. _ .,......._ "_ •• - ._ Covering Schedule Id Qty Length ', TypeGage OP Fin.' Color Direction #10 14 36'=9 7/8" BRU 26 85 Z AZ Left "to Right 'Oder. Code: 85=40r SO .......... ...__..__._.--_._._..... - REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION 1S 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. BUTLER MFG. ENGINEERS 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 ---------"----- -------.�'....._. - 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,. .. .. - - c -Ft Andy Bertagna - - Locn,cH: 'Chico., Callomia . BUTLER:2O1lI Butler Manufacturing ' ° "" ALBS P "2Q1E0T Andy"Bertagna oanwncsutE: eu�neres vao: NTS 16.958 - A : 18 ' - - SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. vvG VEasgrc 2016.2a Trim Schedule IdParts Color Details' Ti .(1.8)BRGT20R,(3.6)ST10A,(3..5)WA10B Cool Gray Stone RCB325 Pianograph Schedule Id Details T1 P-08i•166,P-081183,P-081386,P-104288,P-i04544,-P-GAL �.« ,&@689x4, 40'-0" BL . :. .. .. BL COVERING E'I;EVATIONAT A..- 7 ELS• JNo. C 82293 � Exp.3-31-18 a PERMIT# • BUTTECOUNTY DEVELOPMENT SERVICES 6 REVIEWED FOR. F'cAUFo C?,DE C.ONIPLI CEDATE BY ' Shape Name = Ag Storage, Wall = 2 THE BUTLER MFG. ENGINEER'S SEAL APPLIES BUTLER MANUFACTURING 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS _. BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 154-0'M' 40 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT A' ONLY TO THE WORK PRODUCT OF BUTLER MAY BE REQUIRED FOR HEAVY _GAGE NESTED ZEE'S AND/OR FASTENERS " MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT TO STRUCTURAL BEAMS - SHALL NOT BE MODIFIED,. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT - REQUIREMENTS SPECIFIED BY -BUTLER. THE onrE ax oesennrore amnea .j0B k. 2: STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. PRIOR WRITTEN APPROVAL OF BUTLER MFG.' . " Norlh Valley Building Systems, Inc _ 16p'26g92-01 BUTLER MFG. ENGINEER'S SEAL DOES NOT REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. APPLY TOTHE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE cesra.�rc Andy Bertagna 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE - 'ANY OTHER PRODUCT OR COMPONENT ALL DMWNCHE('. GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS ' - BUTLER 12/05/2016 iacnma: ,Chico, California • �/ FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DRAWING, DETAILS REFERENCED IN THIS DRAWING, A FURNISHED BY BUTLER EXCEPT TO ANY APPLICABLE BUTLER MFG. ALBS, 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.' DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION„ , . ' . - .. ' ' • ' T: AndyBedagria, - Butler Manufacturing tE - SPECIFIED BY BUTLER' INCLUDING THE CORRECT USE OF TEMPORARY BRACING. oruwwswa NTS suoerrsvor 16 vaGVEasnr! pp 20' 958 16.2a . ,A.:�.F.,.�.w�...,,,. - - - - - .- - .• - ,.• - -. .. :a+�o•mseeswwamm,e,ram�nm.n�. 40'-0" BL C'O VERI•NG, ELEVATION AT : B QFtOF ESS/p� y�1ELSpy q! " .. Z No: C 82293 �° m �/ 1.0 Up.3-31-18 rn PERMIT# �a D * 1�06✓�016 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED `F®RpF�CA COMPLI CE COD DATE L BY .. Shape Name = Ag storage. Wall = 4 THE BUTLER MFG. ENGINEER'S SEAL APPLIES BUTLER MANUFACTURING. • " 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS BUTLER MFG: R IS PROVIDED SOLELY FORE RE( G THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST: KANSAS CITY, MO 64102 COVERING ELEVATION AT B MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE'S AND/OR FASTENERS 'ONLY. TO THE WORK PRODUCT OF BUTLER' APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE: R MFG. AND DESIGN AND PERFORMANCE TO STRUCTURAL BEAMS SHALL NOT BE MODIFIED„ REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BYLBUTLER. THE DATE: - er. OEscavma •• - 9UlDER', N ms, Inc. . 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. PRIO THE GENERAL CR WRITTENONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR AC North Valley Building ng Syate BUTLER MFG. ENGINEERS SEAL DOES NOTPROVAL OF BUTLER it 16.026892-01 REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. APPLY TO THE PERFORMANCE OR DESIGN OF CURATE - - cusTOmm Andy Bertagna ' 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS - - 'BUTLER. 12/05/2016 ANY, OTHER PRODUCT OR COMPONENT LocArac .Chico• California MAWNCeEM . FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. FURNISHED BY BUTLER EXCEPT TO ANY DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES; AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, .. a.. Andy Bertagna Butler Manufacturing GIL�JE ALBS' SPECIFIED BY BUTLER INCLUDING THE CORRECT USE TEMPORARY BRACING. OBAWN•SCALE: NT$ euroER9POtl: 16 958 vaevEmvk 2016.2a 22 wry. F...� ..•.._ - _. .,....,a - o<... - - .. amw�maeresoow sdmma wmAnbncs. nc . F - FEET G - GAGECX••• =COW MN (PLATE) ERECTION .GUIDE REQUIRED FOR THIS PROJECT:- STANDARD PANEL WIDTH 12' SEE DRAWING P-105224,. P-105225, AND . I = INCHES 0 = OPERATION CGX••• – COLUMN (GAGE) - _ - LENGTH CODE P-1:5228 FOR DOWNSPOUT E = EIGHTHS C nN/CCLOR WCX••• = COLUMN (HOTROLL) BRII RIDGE PANEL MARK NO.: PRP F F I I E G G 0 C C C K INFORMATION AND RIVET COLOR PART .MARK INFORMATION - BUTLERI8 11 ROOF AND WALL SYSTEM F_ PANEL/COVERING I .. K T RBX••• _ RAFTER (PLATE) REFER T0: BUTLER MFG. ENGINEER'S SEAL DOES NOT .. - SAVE .. - INSTALLATION GUIDE . W 1 3.I 1-7 2 6 1 0, - APPLY TO THE PERFORMANCE OR DESIGN OF - cu=uER Andy Bertagaa F F I I EGG 0 C C C 86x••• – RAFTER (GAGE) � VA1X••' - RAFTER (HOTROLL) _ 6' . 36''COVERAGE ROOF PANEL . LENGTH CODE • TRX-- = TRUSS RAFTER INSULATION . . SMOOTH' . TYP.� ) EXTERIOR ' 1 1/2° CC I' UTTER OUTLET I CUTTER 1 6 1YP32t~ SURFACE' DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPUCABLE BUTLER MFG. PROJECT: Andy Bertagna, (008738). + 8 1 3 O l 3 6 0 3 0 W V IPI... - INTERIOR CCLUM_N ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, - 'Butler Mam6aurl OWWWGSCALE: - EMBERS POO: PTTS Ir - ' II •• F F F 1 1 1 1 1 1 E C C PCX••••– PIPE COLUMN TYP. BEARING 4' III WALL PANEL - LENGTH VADTH THK CODE . TCX••• _ TUBE COLUMN EDGE I' - 45' ELBOW I BUND RIVET (TYP:) SECONDARY (STANDARO) VCI WALL PANEL MARK NO.: VCI F F 1.1 E G_C 0 C (4CE45). 0 8 2 1 9 1 1 4 1 7----- EPX••• = ENDPOST (PLATE) LENGTH . CODE • • - F F, I I E G G ' • • a • ErX••• - ENDPOST. (GAGE)' 36' COVERAGE .. CONDUCTOR PIPE , . LENGTH GAGE ADJUSLCODES- - SMOOTH F = FEET (CP410)"' I a .a .DEPTH_ SHAPE .. CBX••• = CANOPY (PLATE) "CBX••• 12 ------- 1,9/32-t-- EXTERIOR' SURFACE' - $ SIDEWALL .. CONDUCTOR STRAP 'SECONDARY'(SPECJAL) = PIGGYBACK CANOPY • NP• . - TYP: (LT.. ,GRAY) (CS) (TO BE FIELD 1 Z oolGaztsat4t7.--- :.. OCC•••' = 8 1 /2 CAGE POST ' PANEL'/COVERING ORMD)(TYP..) .I o • F F 11 E C C • '•' DCE••• = YO' GAGE POST CDUNTEROEP� LENGTH GAGE ADA)ST.CODEs .. • • 'FP_ 1. 3 1 1 7 2,4 .1 A' E'W.. .. ... ' .. .. .. •- 0 75' ELBOW. . . 9911 , .. .. • .. F F'1,1 E G G 0 C C C _ .. .. BEARING' : (4GE75) . 1.. . v .. I ROD BRACING.: 0 3 R S 2 5 1 .ORS – THREADS, BOTH ENDS � VCI WALL PANEL _ EDGE I .. .. _ ,• pi ' 'FLOOR'UNE n . IE • • F FI 1' RT =�.THREADS 'ONE END - CLEVIS ONE END' • .il` OF BEADS •. - '�I" BUTLERIS II ROOF AND VCI WALL.PANELS •. RV =.CLENS BOTH ENDS '.: — LENGTH RV DIA RP ='THREAD BOTH ENDS'–, NO HILLSIDES .. NV662 .. .. .. •. I - - .. SLOPE RANGE1/4:12 THRU 1/2:12 q.V. MRo9lID f M[n. nam MARK..NUMBER KEY rev WiLgl/]p/Ir �:xn ao BUTLERRIB II ROOF' AND WALL SYSTEM ' !LM -21 au na o= - 4'INCH DOWNSPOUT AT .WALL . . EN50131 - COMMON' GENERATED MARK NUMBERS ENB003.. KV846 BUTLERIB II AND SHADOWALL SEE DRAWING P-105137 'SEE DRAWINGS P=103223 AND P-104550 FOR GUTTER INSTALLATION. " 'PANEL FOR EAVE TRIM INSTALLATION' ' SEE DRAWING P-081764 FOR -BLIND RIVET COLOR INFORMATION. TO PANEL.• gUTLERI.9dI FASTENER, '2'-6' OX. SEE DRAWING P-107511 FOR MODULEZE II SOFFIT INSTALLATION., • ROOF PANEL' .. .. BRII ROOF .. ' • • .' .. .. .. .. .. • • BRII ROOF .. _ .. CLOSUREENDWALL LOCK -RIVET (096306) TRIM . ' .. .. � ALONG (BRGT20– . (096304) " ' EAVE'TRIM' WASHER - R=RIGHT (630273) SEE'DWG. P-081166`TORX 1'1 4 7-30 " 1–y4'.TORX-T-30 .. TRIM DRIP• EAVE.STRUCTURAL •' --SELF–DRI ING SCREW. `WALL' ADAPTER .. .(097365) 3-0'- O.C.) - SELF–'DRILLING SCREW ` _- (097365) (2'-0" D.C.) (DTA).. - LOCK–RIVET - �_TORX 1, 1/4' T-30 (WA108) .. - (0CK'–Ri, SELF=DRILLING SCREW $) (3'-0' SEE DWG P 081166 ', GABLE ANGLE EAVE STRUT; BLIND "RIVET (1'-0' O.C.) LOCATE E SDS TO AVOID 'GUTT TORX 30 EW OVHG - TORX T-30, ER HANGER .SECONDARY PUNCHING... SELF DRILUNG SCREW SOFFIT PANEL SELF -DRILLING SCREW (630077) I _ - (097364) (2'-0 O.C.) (097364) (2' 0" D.C.) ,. GUTTER PURUN, EAVE STRUT SOFFIT TRIM (1 0'-4") SOFFIT TRIM 10'-0" LC. ST1C 7" I IST100AI 8'1 2' / SOFFIT TRIM 10'-4' SOFFIT T10G) 7" 1 8 1/2' IWITH SOFFIT SEE RC6001 INSTALL BEFORE GABLE TRIM 1 TORX .1 1/4' T-30 ST10A .W OR 8 1 2' PURUN 1'HST1010' 1ST10C W/10' OR 11 1/2' PURUN SDS EAC STRUCTURAL S n"•/SIDA) WITH SOFFITST"11 1/2" IST Si108) 10' - ''FOR FASTENERS(097365) SEE RCB001 - . EAVE STRUCTURAL STI 111/2" I ENDWALL . FOR FASTENERS I WITHOUT S T �� - ' EAVE STRUCTURAL " WITHOUT SOFFIT .. TORX 1=1/4"-T-30'' „ ..I TORX 1,,-1 4 . T-30 - 1 "SELF-DRILUNG SCREW ?ODS TO ST�ICTYRAL' SIDEWALL (097365).(5'-0 O.C:) 1 (097365): (5-0' D.C.) NOTE:' . IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE ' SLOPE.RANCE -1 4:12 THRU 1-3 4:12 CANOPY - HIGH WIND GABLE TRIM CUPS.ARE•RE:UIRED. rev. a2 VoeAs rev. nam H.S. EAVE TRIM- W/BRII ROOF �a.• . orsaMAo iaa na ao - GUTTER W�0 WTHR. SEAL' W/BRII ROOF wmm/a/t• iaz xam GABLE -TRIM WITH BUTLERIB II ROOF RCB234 .OPEN WALL OR EW OVHC. AT OPEN WALL ' RCB277 , AT' CANOPY . - RCB32S OPEN EW BRII ROOF PANEL MARK NO.: F F 'I I E G G 0 C C C F FEET THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER STANDARD PANEL WIDTH 12' BBRPRU _ I = INCHES MFG. AND DESIGN AND PERFORMANCE LENGTH CODE E EIGHTHS BRII RIDGE PANEL MARK NO.: PRP F F I I E G G 0 C C C G= GAGE MODULEZE II FPO • PRU . 00 =' OPERATION BUTLER MFG. ENGINEER'S SEAL DOES NOT - LENGTH CODE C = FIN/COLOR - APPLY TO THE PERFORMANCE OR DESIGN OF - cu=uER Andy Bertagaa _ 6' . 36''COVERAGE - L - BUTLER . . SMOOTH' . TYP.� ) EXTERIOR ' 1 1/2° CC m� ' 1YP32t~ SURFACE' DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPUCABLE BUTLER MFG. PROJECT: Andy Bertagna, MODULEZE II 1 BEAD FPl 2 7/8 ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, - 'Butler Mam6aurl OWWWGSCALE: - EMBERS POO: PTTS Ir - ' vAGE:. 23 • - TYP. BEARING 4' BUTLERIB,11 ROOF PANEL. EDGE I' � VCI WALL PANEL MARK NO.: VCI F F 1.1 E G_C 0 C C C nr LENGTH . CODE MODUCEZE II 2, BEAD FR2 - 36' COVERAGE SMOOTH F = FEET I, _. INCHES. E =' EIGHTHS 12 ------- 1,9/32-t-- EXTERIOR' SURFACE' 1 1/2° .- G GAGE ' 0.= OPERATION C -' FIN/COLOR • NP• . - TYP: (LT.. ,GRAY) - PANEL'/COVERING 'FP_ 1. 3 1 1 7 2,4 .1 A' E'W.. . .. INSIDE COLOR 2 7/l3� 1 •° F F'1,1 E G G 0 C C C ,VARIES ' TYP.. BEARING' : • LENGTH •CODE VCI WALL PANEL _ EDGE , . _ .il` OF BEADS wmmhV.o r. w m BUTLERIS II ROOF AND VCI WALL.PANELS wR0! • rev. rq m - MODULEZE II SOFFIT PANELS NV662 NV678 - - ' - THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE B BUTLER MANUFACTURING .. 1540 GENESSEE ST. KANSAS CITY, M064102 COVERING &TRIM SED. S MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. R REQUIREMENTS SPECIFIED BY BUTLER THE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT - DATE: ' � er.' oEscavreR autuDER' North Valley Building Systems, Inc.. ,16- 16-026892-01 - BUTLER MFG. ENGINEER'S SEAL DOES NOT PRIOR WRITTEN APPROVAL OF BUTLER MFG.' � THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE w - APPLY TO THE PERFORMANCE OR DESIGN OF - cu=uER Andy Bertagaa _ ANY OTHER PRODUCT OR COMPONENT - GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS - L - BUTLER 12/05/2016 Chive, Caldomia • - DRAWNCIEC/ ALBS ' !W FURNISHED BY BUTLER EXCEPT TO Y DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPUCABLE BUTLER MFG. PROJECT: Andy Bertagna, . ' • DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, - 'Butler Mam6aurl OWWWGSCALE: - EMBERS POO: PTTS Ir - ' vAGE:. 23 • - SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. vPCvvmOk 2016.2a PLATE TYP w ' . THE BUTLER MFG. ENGINEER'S SEAL APPLIES BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ' J"",47j_ {� BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. R B 1540 GENESSEE ST. KANSAS CITY, MO 64102 MPJM MFG. AND DESIGN AND PERFORMANCE SHALL NOT BE MODIFIED,. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REOUIREMENTS SPECIFIED BY BUTLER THE PRIOR WRITTEN APPROVAL OF BUTLER MFG. DATE: er DESCRV,ttat BtnnER'. North Valley Building Systems, In. BUTLER MFG. ENGINEER'S SEAL DOES NOT I 16-026892-01 APPLY TO THE PERFORMANCE OR DESIGN OF TME GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUBTOWER Andy Bertagna ' 'AMI OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS cocn,ba. BUTLER. 12/0512016 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ��' California ' DRAVMSIEM • • FURNISHED BY BUTLER EXCEPT TO ANY ' DESIGN OR PERFORMANCE REQUIREMENTS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, MMECT. Andy Bertagna . Butler Manufacturing ALBS SPECIFIED BY BUTLER: INCLUDING THE CORRECT USE OF TEMPORARY BRACING. ��pSC,�; NTS BUILDERS Pat. 113,958 vPtvFR50R 2016.2a A 24 GUSSETS WHEN REQUIRED BY DESIGN OR '119" • • � � - *� GUSSETS WHEN REQUIRED 0V DESIGN GUSSETS WHEN REQUIRED BY DESIGN GUSSETS WHEN REQUIRED BY DESIGN TT'P t 1/2" - 3.(10 GA. MES) WP OR - ALTERNATE 4 - B (5/18 -.1/2 W®) ar � BOLnr1c . ROUTROWS--0007G�OUTOH ��..ALTERN�80.11PL�P .. t OR STITCH ALTERNATE BOLTINC OR • ' ... ALTERNATE .PLATE ROWS ALTERNATE, CJP RIND IN ROWS OR \ \ PLATE LATE / \N BOLTING BCLIINC. � "� ../ 1 • � � - • cJP. , \ .. � A — — — — .. •' :. _ RIDGE. ' •. \• . aows•M �CRAFTER . - LATE ' \' ROWS OUT , . .. p • _ , .. C,P .... .. . \• .. 1 1 = 1 .. .. \ CJP.ALTERNATE � .. /2 3 0: N®). i. 4- e (s/te - 1/2 VES) ' •\�� . � O` 2 r 3 (3/16 8 1/4 Wi73 \ , . BOLTING: . .. - d — e (s/le - 1/2 yl�) PLATE „ac a►am ' ttw•. am HAUNCH /.COLUMN CONNECTION' , te.•o.a".' ' """°' - LOW SIDE HAUNCH * CONNECTIONS HIGH. SIDE, CONNECTION ""` °""°'.' ' .""''am ,. BOLTED RAFTER SPLCONNECTION ICE CONNECTIONS TOP BOL:TFD. WELD .STD. FACE BOLTED .WELD STD•' . .. BOLTED, WELD STD. WELD STD:. . .. . • ; 1 1/2''- JT(10' GA. W®. . .. COWNN '(CX-) OR (LCX-) ' .. WMN (TCX-) OR (PCX=) .. _ • .. , . ,. � a . 1' - B (J/18 � 1 /d VEIi• . .. • • .. • • CJP ..4'_ B ((5/18 - 1/2 VIES]. . ' ' ' ' • ' - • . .. '. • .. • I ' I FLANGE CHANGE I I TUBE O PIPE COLUMN CJP I' C.P • i i RANDOM SHOP SPLICE .. BASE PLATE I I Cd I, I ASE PLATE ' • I ' DESIGN. MEMBER DEPTH I . • ,' ' •• '. � .. .. : " .. •. ' CJP FRAME CONNECTION AT .INTERIOR COLUMN. °A'°' '''°"n" TYPICAL BASE PLATE CONNECTION:.TYPICAL BASE PLATE CONNECTION. ""'°"'� 'VARIOUS RANDOM SHOP. SPLICE ' ' WELD STD. BASE PLATE TO COLUMN WELD, STD. BASE PLATE TO COWNN WELD STD- • • SHOP SPLICE WELD STD: .. MNIWY FILLET WELD _ ,. • FLUSH - UNSIIFFENED . The cable'below •d,oNh Cods minfmum Oddi for RISC 8 CSA/W59. LANCE PLA - GENERAL NOTES: If ,rdd shown to E�T+ggh�,erhg Veld Standard or m rob,lca<IQ,• �GENERAL NOTES 0 0 0 0 0 0 o o c o o 0 0 o o a a a o 0 0 0 0 0 • dowr,tanto an low than these. than the weld size shown tidos; -THE FILLET WELD SHALL 8E CONTINUOUSLY' " ' • " '' 0 0 0 0 0 0 o 0 0 0 ' re to be uegd, Daeoa an the mebrtq tnlokrwea Dabq klnat>; SUBMERGED ARC WELDED ONE SIDE OF THE 1, 'SEE FRAME; CROS$ 'SECTION FOR .BOLTING PLATE - ' • , At9C TABLE J2d dr AWSD1.1 SB PLATE WEB TO BOTH. FLlWCES AS ILLUSTRATED. o o o 0 ktINILLULt waw RLLEr.rfElD 9�n2aE', THE MINIMUM FILLET WELD 9zE SHALL 9E THICKNESS AND NUMBER , OF ROWS OUT AND IN. ' . , • M1 FIIkT 5�8 TAKEN FROM TABLE BELOW. 11 12 -13 14 . . 51 32 . • . SJ • .. 34 Baa. Y.mr Tnrdcnwa 'm• a 1Ne , , � 2. MIN. BOLlI N G PLATE VN DTH = FL - in,' mm• in. mm .. EXTENDED - UNSTIFFENED :T {1/4 T.<fl•' 1/e a. MIN.) '. .•. �p pF ESS/p^' c.0 u u 1 d< r <1/] T Su. 3/16' 3 N. 1/Z < T LJ/k 12 < .r < 20 -1/t 8 - rwrr Fun .eo tl�e caah a+uoA 41111000 uew+a-r►ae aq 3; SIZE OF .WELDS UNLESS NO . 3T4. r zD s r. 3/18 a MATERIAL'enswers . THICKNESS ' • T = 11,icknebs of the thinner ptr! joa4ed (USA; CANADA do MEXICO) a/ • � 31 ' 32 37 71 72 73. a VP w+r a/a f/a- GM 314, s• r ,,,ir „ir „/r C/j 4/ f Assumes Iw hydrogen welding preoeas using QIAW filbr'mstal N0: C 82293 ExTENDED — STIFFENED (cussEl) ' deas ER70-3 (�C4YA 9G D� or SAN flllar metol clean F7Ao- tnea ' tR +/r t/r 1R t/r t/r ,/r tis ,/r tis• tT . fTl - . OA13K (P{9A2—FlA13K). .. sea ,/r .,Ar t/P ,Ar Ilr f/e• ,/r tA• tAr tAr -,/< W Exp. 3'31-18 ^T EFF . a FILLET HELD ASSEMBLY (ANS 01,1-08 See 522.11 r t/IT .,/if t/If t/C• t/! t/e' ,/r t/b' sAs a/tPyte'- t� 1/r - 1/r 1/r 1/C - /r f/r ,/r A/le' sAa• sAr a/Ir 0 0• Capri m pQtfl to be }Thtad by fillet wbidts-may how d gap of �t/16' stth no adjustment to weld aha,, e tr 'trr IN anr. am Ane am am anr• ane• . •ane am 2016 a ,Ar ,/If. am am eAP . am am aM• 'ane end ane• f%q C' V 1 \- Gape > 1/19 but <_3/11r. fillet weld bq rmut be increased tp•t/e• ,/r . a/tr' a/,a• a/ta a/,r a/,r a/ts• aAs aIr .,r - a/ro•- by the omwnt of the root opening. rvr ,/e' ,/Ir a/tr aHP aAs' t/P tp• tp ,H' tp' tp 4T 42 43 81. 82 83 Cape > 3116'. OOte'eCtlVe work IS reou0ad to Enaq porta ' &W ,/e' ,/If ahC ahr. )Ae +/P tN• . ons• snr enr ens• CAL Minimum bolt eptxlnq to J U.N.O. Into a,»eptrble contact. SEE 'BOLTED END-PLATE CONNECTION" SECTION OF DESIGN- CALCULATION FOR PLATE ID • rec as s nN a m ta. was a sac ro m tcv. was a aw. aam rsv. u,mt a ♦ reKeam . "GENERAL WELD REQUIREMENTS TYPICAL NOTES GENERAL NOTES BOLTED END—PLATE CONNECTION LAYOUT WELD STD: TYPICAL SECTION THRU BUILT-UP MEMBERS VPCFLEWIME: ,6028882.,1 - 12MMIS SEaslat' t♦:JBTA aw.aww cwaw+au w ••••^ .r VPCFLEWIME: ,6028882.,1 - 12MMIS SEaslat' t♦:JBTA aw.aww cwaw+au w ••••^ .r