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Home My WebLink About039-370-103 (3)DRAWING INDEX DRAWING RELEASE HISTORY GENERAL NOTES DRAWING TITLE PAGES TYPE, DATE DESCRIPTION ' MATERIALS ASTM DESIGNATION. COVER SHEET 1 Anchor Rods Drawh9s " . 11/21117 FOR CONSTRUCTION . ' 3 PLATE WELDED SECTIONS A529. A572, A1011, A7018 . GRADE 55 COLD FORMED LIGHT GAGE SHAPES.. 4653, A1011' GRADE 60 CODES AND LOADS 2 Permit Drawugs 11I2L17 For Bwtlirg Dept. Apphoval . PERMR"SET; A510 GRADE 50 OED TROLLED . MILL SHAPES A38, A529; A572, A588, A992 GRADE 38 OR 50 HO NOTES � ., BUTLER ANGLES. A588 A992 � A572. GRADE 50 . . . 7 HOLLOWSTRUCTURAL SECTION (HSS) _ .. GRADE B . ANCHOR ROD PLAN .. - 3 - . . . ®. " CLADDING A653. A792 GRADE 50 OR GRADE 80 " .. . . • . PRIMARY STRUCTURAL - HIGH. STRENGTH BOLT TIGHTENING REQUIREMENTS SECONDARY STRUCTURAL 318 Butler Manufacturing 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 COVERING a OislinscO luii NDrtfi AeWkILIne. Pa � - 18.22 - .. INFORMATION. - " SPECIAL DRAWNGS - - - SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USEDTC DETERMINE THE BOLT TIGHTNESS (LE.SNUG TIGHT OR PRE -TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. STANDARD ERECTION DETAILS . . . . ' - ALL A490 BOLTS SHALL BE'PRE-TENSIONED'. A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAYBE: - PLANOGRAPH DETAILS - - .. 'SNUG-TIGHr EXCEPT AS FOLLOWS: . . PRETENSION A325 BOLTS IF BUILDINGSUPPORTSA CRANE GREATER THAN 5 TON CAPACITY... _ . .. " .. . . .. .. _.. . - • PRE -TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS - - .- : . . • .. .. REVERSALS CONNECTIONS, EVERSAI- NCON , .. .. BMC BUILDING WILL ONLY TIE TO,EASTING BUILDING VIA FLASHING AND " PRE -TENSION A325 BOLTS IF LOCATED IN HIGH SELUC AREA .S.FOR IBC BASED CODES: HIGH SEISMIC Is ; TRIMS AT:GRID •1 BETWEEN GRIDS A AND B. a DESIGN CATEGORY D. E ORF. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. , ' PRE -TENSION ANY CONNECTION WITH DESIGNATION A325 -SC. SUP CRITICAL (SC) CONNECTIONS M 6ST BE FREE THERE IS NO STRUCTURAL ATTACHMENT BETWEEN -BUILDINGS. - OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY LOADS FROM EXISTING STRUCTURE WILL BE MODIFIED ,DUE TO NEW RUSTED SURFACES ARE ACCEPTABLE. BMC BUILDING, STRUCTURAL, REVISION MAY BE REQUIRED. IS NO W CANADA ALL A325 AND AA90 BOLTS SMALL BE -PRE-TENSIONED', EXCEPT FOR SECONDARY MEMBERS AND - ' .BMC FLANGE BRACES. RESPONSIBLE FOR THE REVISION ON THE EXISTING BUILDING - , SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS-SNUC TIGHr, UNLESS INDICATED OTHERWISE IN - ERECTION DRAWING DETAILS. _ _ - 4 . A. INSPECTION AND TESTING ' SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHA DURING CONSTRUCTION ANDAOR STEEL FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT. WHEN REQUIRED, - THE OWNER SHALL EMPLOY A QUALITY ASSURANCE AGENCY (OAA) APPROVED BY THE AHI. THE BUILDER IS RESPONSIBLE TO COORDINATE BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIAL INSPECTIONS AND NOT WELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR EBNA WILL ASSUME SPECIAL INSPECTIONS ANDIOR NOT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA . .. - FACILITI REDITATION ES LAS AC6T2 ACC " 4 i... 1. . , _. ... ............ I I I .. 1317-2 2R . ,. 1139-370-1.03' AIlI)I'cloy ro ,XIS. STOIlACE (900) 12/11/2017 PC PERM. -IT it SUTTE C UN Y DEVELOPMIENT SERVICES I C 1 e - Rea is doainien n REVIEWED FOR el ni ity i n d.... by Q�FEssuti<y� E COMPLIANCE Samu Na fore§, PE sin my. y Digi S' PE DA rE_ .!_ , - - affix o ' of thl C 85445 y d en are not co 'd.ir " si Sealed, a�r d e �T9 .CIV be rF sign a st verifi on any of CALIE� elewgmc copy. Date:201.lV281097 T-081001 11/28/2017 THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ^ BUTLER MANUFACTURING ' ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE v 1540 GENESSEE ST. KANSAS CT', MO 86102 COVER SHEET - MFG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE " •+� NCM Valley Bdldtg Systems- ' THE BUTLER MFG. ENGINEER'S SEAL DOES WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. " CE OR NOTSIGN O A THE OHER PRODUCT DESIGN OF ANY OTHER PRODUCT OR - �R Q 711E GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE wsmuoe Geroge Rete �reA26918-01 1121117 * CNoo, Califorda . .. COMPONENT FURNISHED BY BUTLER EXCEPT GOOD QUALITY WOR P IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS MAAGM/ ... " TO ANY DESIGNOR PERFORMANCE DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPI.ICASLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, BItW Gge Rafe eor rv. 17-1071 wce 1 REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. wcr<nsw. 2017.2a 'Codes and. Loads WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC f BUILDING DIMENSIONS,. HEIGHTS,FRAMING SYSTEMS, -ROOF SLOPES, 'ETC.; MAY .RESULT IN.DI FFERENT'LOAD APPLICATION`FACTORS T HAN•' .INDICATED BELOW. --SEE CALCULATIONS FOR FURTHER DETAILS.' WIND LOADS 'AAE APPLIED TO OVERALL BUILDING ENVELOPE,", - - - '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.DI FFERENT'LOAD APPLICATION`FACTORS T HAN•' .INDICATED BELOW. --SEE CALCULATIONS FOR FURTHER DETAILS.' WIND LOADS 'AAE 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 Building'Standard Code -* 2016. Edition Structural: ""10AISC. - ASD 'Rainfall:• I:' 3.30' inches.per,hour Based on Building Code:. 2015,lnternational Building Code• .Cold Form: :12AISI.•-'ASD .v c: 3000:00 psi •Concrete' Building. Risk/Occupancy cafe or II '(Standard Occupancy. Structure)' - - - - - - Dead.and' Collateral Loads - .. - Material Dead Weight Roof Live Load •. ' Collateral Gravityi3.00 psf"- •• RoofCovering+ Second. Dead Load: 2.32 psf Roof Live Load: 20.00•psf. Reducible. - Collateral Uplift*" 0.00 psf•. Frame Weight (assumed for seismic): 2. 50 psf " Wind Load .. - 'Snow Load - - Seismic Load Wind -Speed: Vult:, 11'•0.60.(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 8g.. - Wind'Exposure:;C - Kia 0.84A - -• ;',Design Snow (Sloped):.ps: 0.�001psf. Mappe.d;MCE Accererationt.Sl: 2.7.•40 8g-- ' Parts'Wind Exposure Factor:. 0'. 849 Rain Surcharge: 0:00 .. Site "Class,:. Stiff soil (D)'•. •. Wind Enclosure:'Encloaed" Exposure Factoz:2.Partially Exposed _ Ce:. 1:00,. - Seismic.Importance'c Ie: 1.000' "Topographic Factor: Kit:'1'.•0000 °; Snow' Importance: Is: 1.00'0 '. ; Design Acceleration Parameter: Sds: 0. 5390_ " .. .. Thermal Factor::Unheated - Ct: 1.20 .• ;Design Acceleration Parameter:. Sd1:. 0.3383 • •. ., NOT Windborne Debris Region 'Ground./ Roof Conversion:' 0. 70. " '. 'Seismic Design Category: D-.• .. ..' - Base Elevation: 0/0/0- Seismic Snow Load (,0: 00 psf - • - -- ' -, _ P,rimary•Zone Strip,W.idth: 2a: 6/0/0". :. 8 Snow Used in Seismic:: 0:00 .Parts I - Portions. Zone Strip. Width," a: 3/0/0 .. .. .. - Diaphragm Conditlon:.Flexible .. .. ' Basic Wind Pressure: ,q:.• 22.35 psf --. - • :'. ;Fundamental Period Height'Used: 12/0/0 . .. - Transverse' Direction. Parameters .. . `'Ordinary. Steel Moment 'Frames' . - f - :• �- ..dundancy Re Factor:. Rho:.1.30 X. ' .. .. - Fundamental Peri'od:' Ta: 0.2049- George Rafe Shop - R -Factor: .. • - .3:50. - Roof: B - - _ ' ', - - - ', • Overstrength Factor:`Omega(. 2.50 .. Deflection Amplification Factor: Cd: 3.00 • - ",Base V:-0-1540 x',W '• .. .. •'. .. .. .. .• .. .Shear: .. .. .. .. .. .. .. .. .. Ge orge•Rafe Shop` • - Longitudinal Direction Parameters Roof: A .. - .. .. - - •. Ordinary Steel Concentric Braced Frames • .. - 'Redundancy Factor:. Rho: 1:30 •' - , 'Fundamental_ Period:'•Ta: "0.1289. ' .. .. '. - R -Factor: '3.25 _.. ,' .•.. .• x .. •" .. . J - Overstrength Factor: Omega:.2.00 Y ' - DeflectionAmplification Factor: Cd: 3.25 • • , , az' •-0 1658 x'W , .Base Shear: . .• , .. .. i - BUTTE COUNTY � ALDING DIVISION �e�cP "Lo . 85445 M -ROVED- C r CIV 1\w a�P F OF CAL\E� 11/28/2017 FOR CONSTR_ UCTION THE BUTLER MFG. ENGINEERS SEAL APPLIES THIS DRAWING, INCLUD WG THE INFORMATION HEREON, REMAINS THE PROPERTY OF /�- BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER. BUTLER MPG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE v 16W pENESSEE STKANSAS CRY, MO 84102 CODES AND LOADS - MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT , " - REQUIREMENTS' SPECIFIED BY BUTLER. SMALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT- THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. - A"e ' , North Valley Buldng Systeme �•. ' - - - NOT APPLY TO THE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Geroge Rete" - dre-026918-01 HER PRODUCE DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT GOOD DUALITY WORKMANSHIP W ERECTING THIS BUILDING IN ACCORDANCE WITH THIS urA i°" CNoo, LaliMrtia BL%RER 1187/17 ' TO ANY DESIGN OR PERFORMANCE DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,' maw - George Ram - . BMV mates of riv / . " REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. aw.ue•-= NTS o+aeraw.. 17-1071 vc.msa. '2017,2o —MAAGM 2 BUI DERACONTRACTOR RESPONSIBILITIES DELIVERIES , PANELS. .. . •. Butler Mfg. follows the guldellnes as outlined In it* AISC and MBINA Codes of Standard Practice: .. .. It Is the nesponslbility_of the Milder to have adequate equipment available at the job site to, OD canning Is an Interent characterlsUc of cold formed steel panels, It is the result of several , .. . Moder Mfg• standard Product spaWtcatlos, design, fabdcatlon, quality criteria shag goverm all work unload trucks in a safe and timely rnamer. The Builder wsl be responsible for all retention _ factors that Include Induced stresses In the raw material delivered to Moder, fatMcatIon metiads, - urtess stipulated otherwise In the contract documents. in case of discrepancies between charges from carders as a result of Jab site unloading delays. - Installation prooedures,,and post Installation thermal forces. Thru fastened panels will exhibit . Bulla Mfg. stnctu r al plans and plans for othertrades, Buller Mfg. structural plans shag govern - _ some dimpling when Instailed, especially when Insulation Is, Installed between panels and .. . . .. Claims for damage or shorts MUST be rated on the BIUoflading or delivery secondary supporta Dimpling can be mirimbed by careful Installation, taking care not to MAAGMU . it Is the'resporsmfOty of the Builder to obtain approvals and permits from a0.goverrirg agencles receipt and filed against the carrier by the consignee as per Models Terms of Sales (F.D.B. Plait) over drive fasteners. 3 and Jurisdictions as required Approval of Miter Mfg drawings constitutes the builders acceptance udo the Uniform CormercW Code, it Is critical that damages or shots be noted on the of Beller, Interpretation of the contract purchase order. Unless specific design criteria concerning Bill -of -Lading or you have tittle recourse with the carrier. immediately upon delivery of material. - Roof rumble Is a phenomenon that Is caused by Wind gins lifting up on the roof panels and then Interface design and details are furnished as part of the contract, Buller Mfg. design assumptions material quantities are vailled by the Builder against quantities b10ed on the shipping document. • sprlging back Into place. AD panels experience this action to some degree, especially with shag govern .. ' NOMM the Man faCtUmr mar the carrier IS rlsPD11SI for natal shortages against qua riffles - concealed cgp Standing Seam panels, Roof rumble nolle may be nth ibe lead by providing a layer .. .. . . . billed on the shipping document If such shortages are not rated on the shipping documents upon., of blar ket Insulation between the panels and any hard support sur face such as steel secondary Buller engineers are not Project Engineers or Engineer of Record for the overall project Butler delivery of material and acknowledged by the carters agent For materials concealed In bundles, . .. 'mgkbers, substrates such as plywood, steel deckle . or rigid board Isu latbn ..A minimum of . . engineering supply sealed engineering design data and drawings for Ek 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, 6r.2 Inch over substrates. .. of the overall project for use by others to obtain permdb, approvals, and coordinate with eller .. wet, bundled and crated materials mist be unpacked and unbundled Irn ediatey to provide - .. .. .. . „ trade& AD Interface andlor compatibility of. any materials not furnished by Butler are to be drainage of trapped moisture. See Erection Guide for proper jab site storage procedure, Olt canning, dfiplirg, and roof runWe do not affect the structural Integrity or weather tightness _. . .. considered and coordinated by the builder or AlE firm '� _ SEALANTS a - - of the panels and Is not grounds for rejection of panels CONSTRUCTION 8 ERECTION REsPONSIBuw - - Sealants shall be applied In strict accordance With Buller detags or weather.tightness WIN be The Standing SeamjoiR detail ls,destyled with an Interlocking feature for ease of installation The M&der Is responsible for oorustnrction N strict accordance with &tier Mfg. .. compromised Seek rtnst be appged In.[emperaturesand weatier carditbns - consistent with Waling .. - However, it is imperative that installed Standkg Seam panels be seared to the secondary structural members and property seamed,pdcr to departure from the job site each day., - . 'FOR CONSTRUCTIOW' drawings and all applicable product Installation guides, Butler Is not responsible for work dome from any other Baler drawings that are not marked. INDEPENDENT MEZZANINES - _ SKYLIGHTS "FOR CONSMUCTIOW, nor any drawings prepared by oilers.. .Independent mezzart es must be designed by a professional engineer. The engineer must ensure Local buaflding &Wrtmerts may require added fail restraint due to conditions that may affect the. . As erected Held assemblies of mernbere shall be as specified in MBMA Code of Standard Practice - that proper Isolation from the Buller building has been provided to avoid structural damage duns to sloghd struchaal Integrity. it Is the responsibility 0 the budder to determine and provide any .. ' (In Canada - CSA S16), which require U500 tolerance of Installed members. Occasional loads to the Bi structure. Butler accepts no differentia movements, or inadvertently appy al added fallmsbaln under er the skylight as may be required by your building department, • field work Including stirring, cutting, copig+ and dulling for final fit -up are considered part of responsibility for the design of the independent murine. RAIN WATER RUNOFF .. . .. erection Specified field work and field welding cornddbrs Indicated on tibese drawl gs shall RRE CODE COMPLIANCE .. ' .. . . also be Included in the erectors scope of work, See Bedlam Gulch for Shimming procedure. - -' - .. - Drainage systems must be designed by the project professional to campy w(th'code iegulre+nerta tem must y the ` eslIdra For building with top riding bridge cores see Crane Data drawing for wlurm plumb tolerance, - it ls the resporsbisy of the project deskpn professional and builder to coney with local fire cods Mtler ls not responsiblefor nags ss , overflow Skippers, down piping, etc, The project . regulations I cludlg wmslden dion of; but riot III. to, builds g use and occupancy, all building and Professional' or are responsibleadeli to ensue that primary drain and overflowiT devices The building erector shall be property licensed and experienced, In eructing melal building systems. _ construction materials, separation requirements, egress requirements; fire protection systems, etc.. . , such as sappers and aua0lary drains are provided as required for the required rain Intensity at , The Builder Is responsible for having owledge of, and shag comply WIN all OSHA requirements, � knowledge Budder shag advise Butler of any special requirements to be furnished by Butler. � the building pertmeter and at valley conditions to prevent pordinr;. and all ober governing site safety criteria. The builder Is responsible for deshydng, supptylg, .. REM MODIFICATIONS STEEL SHOP COAT . kcaUN and I stalling temporary supports and bracing during erection of the bu DdInt1.Butler .. - bracing Is designed for code required loads atter building completion and shall not be considered Modifications, to tits building from details crud Instructions contained on these drawings.. 6e:. The purpose of Bullets shop coat ls to provide protection for the Stedman m during .. . as adequate erection bracing. See Erection Guide. .. - approved N writing by Mtler Mfg. engineers, or atler gcersed stnbchral engineer. This Includes, - transportation, during temporary lob site storage and during erecliorL � Standard shop formulation, EXISTING STRUCTURES but is not U., 9 to, removal of roof or wall ctaddln% removing or moving ary flange braces or - Is not dssig ned to perform as a fiNsh coat when exposed to environmental condition& Members rod braces, cu fib 9 of operirngs for doons;:Wirdows or RTU%, correction of fabrication errors, at&' . shag be.kept free of the grand and properly drained during job site storage. It ls the Buildees . . Butler must be advised of any smrclu a that Is within 20 fL of Bullees budding, Load effects. The owner shall not Impose loads to tits struture beyond what Is specified for tris building In responsibility to ensue that D a finish coat is being applied am &oder shop coat that the from snow ddPong; wird effects, and seismic separation., be considered for both the now and - the contract documents. Butler Mfg accepts no responsibility for consequences of any Painting contractor verifies compatibftity between his finish coat and Mtlels slop coat existing ng structures. Butler has designed the new Broder building for these effects. The ownedbuodder - unauthorized addodo s6 afteratbns, or added loads to tide structure. are responsible for employing a Professkral Engineer to review and verify the existing structure : BUTLER Mf -G. ACCREDITATIONS AND APPROVALS. for all bad effects tram the acQacert Moder On&dhng : - . If the binder Intends to invoke Butler Mfg, for m oI icatlas In excess of $IWO, The builder Fabricator Approvals - . BItACNG - - mst notify Ek Mfg. Inrediatey, and obtain a Wok Authorization from Butler Mfg prior to proceeding AD find claims must be subndtied to Miller Mfg with all supporting documentation VAS AC472 Approvals: (www .Iasordke.-VMeta1_Mding_SyatemV.ME,hbmd). . Tension brace rods work In pairs to balance forces caused by Initial tensbrdng. Care must be Within 30 days of the building completion Claims submitted without work au t orkatiors, or after - Listed oder BlusScope Mrfldings North America, Inc. . taken while tightening brace rods so as not to cause accidental or. misalignment of components. 30 days will not be accepted, Correction ofminor misfits, shimming and plmbig, moderate - City of Los Angeles, CA O600031; City of Houston, TX 767; - AD rods .. be Installed loose and ten tightened. Rods should not exhibit excessive sag. For amount of rearing,. drggng, chipping I cutting and, minor welding are considered by Code of City of Phoenix+ AZ C1902008; Clark Courtly, NV 43 8 633, San Berardino County, CA 289+ long or heavy rods, a angles h may be necessary tos�ppoR the rods st mid -bay try -spending � Standard Practice to be part of erection are not subject to Naim relaftmeri e t . - - � State of Utak ply of Richmond, CL . . them from secondarymember& CONCRETvNlASONRyiccNvENnoNAL STUD WALLS- Design Approvals Bracing for seismic or Wind loading of objects or equipment that are not a part of the Butler - The erx,Ilreeo for the design the wall system ls res for wordbaUng with, or LAS AC472 Approvals:(www.ksonflmorgRAeW_M9dhg_Systen M ELhtmq , structure must be designed bya' qualified professional to deliver Neral loads to primary frames BWerrespog, l ch as r ' speeffying to Mtler Mfg, arty, wan to steel compatibility Issues such as drift and deflection - Listed oder Moder Manfacturbg+ a Division of BIueScope Buildings North America, Inc. - and rod bracing sin is Equipment bracing and suspension corrections mast not Impose torsion .. compatibility, spacial base detalls,'aM wag to Miler Steel• conecdons. AD fasteners+ sealant and .. Canadian CSA A660 Certifications • " . . or ndror axis toads, or cause local distortion In any Butler components. Miler accepts no responsibility for design or Installation of bracing systems not furnished by Butler. ur eoterfiashbg of wag systems are to be provided by contractor. The engineer responsible for- (hp)yeng.-bW-4).mWCertl--VPagest Wx) _ .. .. the wag shall design the anchorage to Butler supporting elements consistent with Code Listed under BleScope BWdfigs North Amedca, Aro. , FIELD WELDING forces. .. - - - Erglreerlg Certifications of Authorization . AD field welding shag be dare at the direction of a design professional, and done in accordance � USA-ARtF676; 81130477: iWIC-2A70; ILff184-002649; KStIE-29; M�-0b92; 27; [D# 470; R K &I -0 - wtth governing requirements (AWS In USA, CWB In Canada) by welders qualdied to perform the - 787;9; M00E-2010007736; N 8: 170PE; A9; b9a0; _ welding as directed by the applicable welding procedure specification 1WPS1 A WPS shall be - : Cd1N-ABItP08900; NStg0123; ONtH00t48796; and YIYpP134' prepared by the contractor for each wekft variation spec fled The contactor Is responsible for - .. . any, special welding Inspection as required by local jurisdiction- Filter metal shag be . 70 kst (480 MPa) tensile strength For welds In high selsrtic farce resisting system- (Selsmk Cat D, E or F), minimum Charpy V -Notch toughness stag meet AISC-341 criteria (20 ft -lbs min @ Mag R I terpass temperatures shall not exceed 560Deg F (300Deg C). SIGNAGE The Milder Is responsible for furrdshbg signs as required by Code and the. Building Department,Including .. .. :. .. • . . - .. ... . including bt limited to, ex i s, occ pancy grits, floor kedirg limits, and bulk storage Hn*& but roits,- Floor loading signs shag Nearly Indicate mextrm m floor live load permitted. Modic storage facilities shag have signs cleary, posted on all loaded walls Indkas.g fhe rypa.. of commodity stored and the maximum storage hekltt Signs shag be clearly visible when - - bWding Is fully loaded to design level. Overloading of floors or wags may rest& In failure, - BUTTE COUNTY BUILDING DIVISION ESSI(�� AQj�'']� GpfA�p ®®�� C8 5 y Ln sr C M V N 9TF OF CAQ . .. - 11/2812017 - FOR CONSTRUCTION THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN ANDPERFORMANCE THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF - BUTLER MFG. m IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT /� v BUTLER MANUFACTURING 1640 GENESSEE ST. KANSAS CITY, MO 66102 ERECTION NOTES - REOUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT °t' NOM Vaeay &ad.p Systems 17-02691641 - THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. - - NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUrLER EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER, THE GENERAL CONTRACTOR ANDUOR 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. - GeroOa Refs nre 11/21117 wura. CNC.. Califorrde BLTLErR MAAGMU . BRIM cera+. 2017,2a Georgy Rde ww.urn.e NTS '�' 17-1071 3 Y •- Qprwo rv��. L • ti 1 N C 8W5 Y •- Qprwo rv��. L • ti Y Qprwo rv��. N C 8W5 28'-6" ti * U'T . q.1 V 0 �Q - 1 6" OFCAL\FQI' Dimension Key ANCHOR ROD PLAN 1 - 11/28/2017 FirtMW Floor ERevallae =100•.0- ' Iesa Noted Off—ise FOR CONSTRUCTION THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED THE BUTLER MFG. ENGINEER'S SEAL. APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF. ^ BUTLER MANUFACTURING BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT v 1600 GENESSEE ST. KANSAS CITY, NO 64102 ANCHOR ROD PLAN AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT - • Ae•' �'°" NOM Valley Bdidng Systema 17.026918.01 THE BUTLER FFG, ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR THE GENERAL CONTRACTOR ANOM ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Geroge Refs osr^o� are 1121117 - CNco, California COMPONENT FURNISHED BY BUTLER EXCEPT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS So. MAAGMA . _ ' - - - TO ANY DESIGN OR PERFORMANCE DRAWING, DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE BUTLER MFG. - ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, - mAn:r: George Refs NTS aaemsw.. 17-1071 - 4 REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. .vaoo". 2017,2a- wenwrue nAma,ea.. wmmn �..Aa .e.mae,�.a.wwn+:m,k Y CX001 .. " CX003 QiT rp I!ALU 28,_6." C.85445 - BL .. BL 1 6" PRIMARY AND ROOF -BRACING PLAN OF CALIF f-IDimension .Key - - - •-. _ ': Sha Name=.George Rde Shop PERMIT SET- For Building Dept Approval 1. USE 12 X 1 12 A325T BOLT (x9080) AND NUT (x7120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ■ BUTLER MANUFACTURING r - WUO WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, .ONLY TO THE WORK PRODUCT OF BUTLER. BUTLER MFG. R IS PROVIDED SOLELY. FOR ERECTING THE BUILDING DESCRIBED IN THE _ V 16{p OENESSEE ST. KANSAS QTY, MO 66102 PRIMARY AND ROOF BRACING PLAN SECONDARY CUP CONNECTIONS. AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT - ' UNLESS NOTED OTHERWISEREQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT 16" °°" Nom Valley Bwld� Syafema . 17-028918.01 2 SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME . THE BUTLER MFG. ENGINSEAL ENGINEER'S SDOES. PRIOR WRITTEN APPROVAL BUTLER MF L. O MFG. SIDE OF THE WEB AS THE HILLSIDE WASHER. - NOT APPLY TO THE PERFORMANCE OR �� THE GENERAL CONTRACTOR!WD/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE - - Geroge Rafe • DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT GOOD DUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS t L/`-Y�LCI_-'l l� 1121f17 - � roG rt'" Cltico. CafiMn7a °A�®` 5 U TO ANY DESIGN OR PERFORMANCE DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE BUTLER MFG. "roar. Georgy Rafe REOUIREMENTS SPECIFIED BY BUTLER. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. B10v X10 wc.enme 2017.2e oawvrovi.e NTS 17-1071 5 Frame FRAME CROSS SECTION AT 'FRAME LINE,(S),'1 . Shape Name = George Rale Shop Wall 6 Frame 1- ' 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 (j MFG. AND DESIGN AND PERFORMANCE ' ' - Member ;Schedule-. - THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. • QBolt Connection. a Plate Schedule' THE GENERAL CONTRACTOR AND10R ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE • • . _ Part - Mem Width' Thick WebThk. Depthl Depth2 Approx.Lgth Approx.We ight' .Id Qty 'Grad e Bolt Bolt Plate Rows Rows. Washer PartNo ' - - CX001 - 1 5.0000 :1.345 .'1345 1'-0" 1!-3";. 10-2, 1/16" 129# � � � � - � , Dia. Length Thick. '.Out In ;' ;• -RB%001- 2. 5.0000 :1345 ,1345' 1'71" 9..'' - 15':-0 3/8"- 163# - A. 4 A325 •3/4". 2 1/2" :3/8"* 1 L ;Yes 0097284 'RBX001- 3. "' 5}0000. ..1345 ..1'345 9" •1'-1" '15'-.0'3/8" 163#.• .. .. .. • .. ', - CX002 4 5.0000 .1345 .1345. 1'-0" ,1-3" 10-2 1/16" 129# `Frame C1•earances - .. -. Horii. Clearance between members 1(CX0011- and' 4(CX002):. 21'-2 3/4".. ', - '• - Vera. Clearance at member. 1,(CX001): 10'72, 1/16", •' - ....Vert. Clearance -at membei'4(CX002): 10'-2'1/16" .. ;. - .. . .. _: •. Finished Floor Elevation 100'-0" (Unless Noted Otherwise). _ + .• 1s' -o 5!B" :1':oaoa2: I 1_ 15-0 sie" l . o0 0-120- ' s' _ ' RBXOOI o _ i • . ' E3 JTTE COUNTY 1 ... BUILDING DIVISION. ,APPROVED. 10 0 Kp^ESS IN ` I t - 5 13'.-3" Ridge Ht. ' 4 2 @ 4-5 3/4" t - 3 1'-1 1/16" - 1 1 5/8" .. .� Dimension.Key 1. USE 12 X 1 12 A325T BOLT (49080) AND NUT (47120) • W/0 WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, SECONDARY CUP 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. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. - wwvaaae BUTLER MANUFACTURING ' 1640 GENESSEE ST. KANSAS CITY, MO 64102 • _ 11/28/2017 PERMIT SET- For Building Dept Approval FRAME CROSS SECTION AT FRAME UNE(S) I NOM Valley BtAcIng SystemeG—g17-028918-01 CNc.. Refs CNoo, are Tom' CPoitarrria B�8•R 112./17 'George Ref- - - e1�lal MAAGM/ a.cexaoo.. 17.1071 2017.2, 6 - .ea"ovs.amw"ms:.u.m FRAME CROSS SECTION AT 'FRAME LINE,(S),'1 . Shape Name = George Rale Shop Wall 6 Frame 1- ' 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 (j MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT REQUIREMENTS SPECIFIED BY BUTLER. - SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. .NOT APPLY TOY O PERFORMANCE OR THE GENERAL CONTRACTOR AND10R ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE DESIGN OF ANY OTHER OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS COMPONENT FURNISHED BY BUTLER EXCEPT BUTLER DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE BUTLER MFG. - TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER - ERECTION GUIDES. AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, " INCLUDING THE CORRECT USE OF TEMPORARY BRACING. - wwvaaae BUTLER MANUFACTURING ' 1640 GENESSEE ST. KANSAS CITY, MO 64102 • _ 11/28/2017 PERMIT SET- For Building Dept Approval FRAME CROSS SECTION AT FRAME UNE(S) I NOM Valley BtAcIng SystemeG—g17-028918-01 CNc.. Refs CNoo, are Tom' CPoitarrria B�8•R 112./17 'George Ref- - - e1�lal MAAGM/ a.cexaoo.. 17.1071 2017.2, 6 - .ea"ovs.amw"ms:.u.m Frame �. i �. Schedule 30 -0 - - QBolt Connection a Plate Schedule Frame Member Schedule 30 -0 - - QBolt Connection a Plate Schedule Part Mem Width Thick .WebThk. Depthl', Depth2 Approx.Lgth Approx.Weight .Id Qty Grade, Bolt Bolt . Plate Rows Rows Washer PartNo � ''• C 8JYY5 ,CX003. 1 5.0000 .1345 .1875 10" 10"' ., 10-2 1/2" 130H '.Dia., Length Thick. Out In. (�pB�Vp1�1ECyOU Y- .. .R7lJ�Lfl.IIEYI�J ia?dO1N RBX002 2 5.0000 .1345 ,1345 _1'-0^, 9" - 15',-0 3/8" 161# - 'A. 4 A325 3/'4". '2:1/2" ,1/2"�1 1 ', Yes 0097284 ' RBX002 3 5.0000. .1345 .1345 '9" 1'-0" 15'-0 3/8" 1618 _ '. .B 4. A325''3/4" 2 1/2": 3/8". 1 1' Yes. 0097284 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF CX004 4 5.0000 .1345 .1875 10". 10" - 10''-2 1/2" 130N 1540 GENEggEE ST. KAN.4A3 CLTY, MO 84102 FRAME CROSS SECTION AT FRAME UNE(S) 2 - T. KANSAS SW/OEC SECONDARY CUP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE ISE . . REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE W TTHOUT 2 SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME - Frame Clearances PRIOR WRITTEN APPROVAL OF BUTLER MPG. '"'" ° °" Valley BWld NOM Voll rg SysOema .. 17-026918-1 '- NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Horiz, Clearance between members 1-(CX003), and 4.(CX004)':-28'-0 3/4" • " »21117 . • COMPONENT 8Y BUTLER EXCEPT GOOD QUALITY WOREFERENC IN ERECTING THIS BUILDING ACCORDANCE WITH THIS - - - Vert.'Cl earance at member 1(CX003),: 10'-2 1/2" TO ANY DESIGN OR PERFORMANCE DESIGN R DET DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL ING TO PRO ER ERE MFG LI ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, �''' �� Rate _ � �GMt - - Vert. 'Clearance'at.member..4 (CX004) : 10'-2. 1/2" - NTS e'a 117-1071 ..Finished -- 2017.2a 7 Floor Elevation' .100'.-0" (Unless Noted Otherwise) ' A 15, _g 6/,8" •1. ( .. 0 5/8 • 1.000:12 5. 0 _ _________ _. o. RBX002 OQ, .. • - I A - RB%002-- _ I I. 1, FESSI 30 -0 - FRAME CROSS SECTION AT FRAME LINE 2 5 13'-3" _ .. (S) - . � ''• C 8JYY5 Ridge"Ht, 4 2 @ 4'-5 3/4" - - - •- pry'•'q- _ �'/ COUNT M *N 'y* 2 3 11-1 1/16" 3 4. _6" - .' (�pB�Vp1�1ECyOU Y- .. .R7lJ�Lfl.IIEYI�J ia?dO1N �fq/F OFt�F\P . A../l�1 Dimension Key 0'•af '1 aA .tl IL..6� _ 1/29/2017 Shape Nae Boom, Rafe Shop Wall 4, Frerne2' PERIINT SET- For Building Dept Approval I. USE AND NUR (07120) / 12A325T BOLT (EN THE BUTLER MPG. ENGINEERS SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF /� ■ BUTLER AX WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 10NS, B ONLY A THE WORK PRODUCT OF BUTLER MPG. AND DESIGN AND PERFORMANCE BUTLER MFG. R IS PROVIDED R AND FOR ERECTING THE BONDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE R _ V 1540 GENEggEE ST. KAN.4A3 CLTY, MO 84102 FRAME CROSS SECTION AT FRAME UNE(S) 2 - T. KANSAS SW/OEC SECONDARY CUP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, UNLESS NOTED OTHERWISE ISE . REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE W TTHOUT 2 SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MPG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MPG. '"'" ° °" Valley BWld NOM Voll rg SysOema .. 17-026918-1 SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Geroge Rate Burip" R »21117 . COMPONENT 8Y BUTLER EXCEPT GOOD QUALITY WOREFERENC IN ERECTING THIS BUILDING ACCORDANCE WITH THIS ra. CNco, Calitorrte TO ANY DESIGN OR PERFORMANCE DESIGN R DET DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL ING TO PRO ER ERE MFG LI ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, �''' �� Rate _ � �GMt • REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS e'a 117-1071 -- 2017.2a 7 RW F - FEET , G -,GAGE ' _ • C%•" = COLUMN (PLATE) .BASIC ERECTION WIDE REQUIRED FOR THIS PROJECT: ROOF. BEAM I ROOF -. IlflVd mutnx. 3CMMwY I = INCHES 0 = OPERATION - - COX••• C0. NN - ' ,. RULEgi- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLO. .. .. vPER E'= EIGHTHS, C = RN%COLOR - U (GAGE) , WCX'•• = COLUMN (HOTROLL). - - - r . . - REFER TO ., � ' .COLUMN OR BEAM. . 0-. ••0 .. PANEL/COVFRMiC .w WE HEX. NUT u , Y' • ' o f - W 1 3 1 1 7 2.6 1 K T D ' ' RB%"' = RAFTER (PLATE) • _ WASHER 'A' - M 0 — — — — — • F F 'I I E C C 0 C C C BOX'•' - RAFTER (CAGE) ' • WASHER 'B� ' 3 R S 2 5.1 0 1 E ' ' F'F I I LENGTH EDE . . WRX RAFTER (HOTROLL) r . . ROD eqA� .. ,TRX" TRUSS RAFTER LLSIDE WASHER q1 OFtti)�xS1LAnox . ' •. y PLAN¢ ev¢ WU rnWLY IB 1301036030 WV IC%' INTERIOR COLUMN - �99R wmct m ra In O' me . 'TML . ' • F F F 1 I 1 1 1 I E C C , PC% -- PIPE COLUMN WEB REINFORCEMENT PLATE OIFLm PLL H.�E TO FIL1D' . • rKME vnaElt ata -Mut nrt u/m• IM HOLE W TLC - LENGTH. WIDTH THK CODE . TCX = TUBE COLUMN . (IF PRESENT) MAY BE SHOP WELDED' ON ` - 9;O MART NOWIS m W14 OW CLPRmro W/ r • (STANDARD) SECONDARY STANDARD - .. EITHER SIDE OF'TME WEB. . • HOLES DMR DE lame_ marc IRArc TRO PLANrc5 .. WMH A 3p' F rap' A323 War A1d - 0 B Z 1 9 1 1 4 1 7 - - - - .. EP%'•' = ENDPOST (PLATE) .. - ,• ^ .R[anea) • F F I. I E C C 1 ♦ • •EGX'"- ENDPOST (GAGE) • _ ,• 0 OEPTHT LENGTH GAGE ADJUSLCODLs, ..CANOPY _ SHAPE-. . .SECONDARY -'CB%• (PLATE) . ' - r • . . AlMNAIE I+MNXECMM (SPECIAL) - CBX ,PIGGYBACK CANOPY. .. .. - - - - - . FLANGE: BRACE REOUIREMENTS: - M o I o B n W 1 I♦ 1 7 DCC•"- 8 1/2• CAGB: POST ,. RULEgi- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLO. ' • • • • • F F I I E C_C - - DOE... L:,10' GAGE. POST - RULEB2-'SINGLE FLANGE BRACES ARE REOUREO WHEN PART NARK ON GaNmH OErnie LLxCTH CUE pausTHxnFs' CROSS SECTION IS NOT ACCOMPANIED BY (2). SHAPE RULE13- FLANGE BRACES ARE-REOUIRED BOTH.SIDES OF THE FRAME WEB WHEN PART MARK IS .ACCOMPANIED BY (2). - RULEB4-; 0 BRACDNC BOB '' RS - TREADS. BOTH. ENDS " ACHE WHENEVER. POSSBLE;- PLACE;SNCXE BRACES TOWARD THE ,. CENTER'OF THE BUILDING 3 R S 2 5.1 0 1 E ' ' F'F I I „RT =THREADS ONE END - C1.EMS FND - RULE65--WHENEVER POSSIBLE.' PLACE ALL SINGLE BRACES ON THE SAME • . LENGTH RU =, CLEWS BOTH ENDS ' .. .. SIDE OF THE FRAME WEEN. RP = THREAD BOTH ENDS - NO HRLSDES' ' -BEAM ar I U a 'I IZ�HlAE I 'Q uOR • ') F - HORIZONTAL .COLUMN ' a, CLEARANCE - w. ' HORIZONTAL SPUCE. I v EXTERIOR J • COLUMN - — — — — - — I VERTICAL SPLICE, • - ROOF , `-1--.— --- ---- •�BEAM I.M.ASE' d Secondary Part Schedule • Q secondary Bracing schedule- ', -' Mark 'Part Thick: .'Depth - Lap Detail '_ Id Qty Mark No spacing ,. E1.0O110ES 2911417B11'0. 0600 10" ; RS12PH• - .. .- .1 8 - CPBRB010512 (Typal'-1 1/16" _ E2� 00210ES2911417B12 0:0600 - 10" '' ,RS12PH •'2 8• CPBB050108 - 5'-0" • • . .. ,' 'P2 1'OZ2911413ABB1 '0.0880 10" '• .. .. ' •', .• .. .. ', '. _ '. '. .. •. 3 .. 8 'CPBB040706 , 4"-51 3/4" .. ', .. .. 4 16' PBA0409 4' S 3/4" 'See SED: - • - - - BR09PK, BR09RY,BR09RZ, BR09PH, •BR09JH • ,. BR09JG BA09IC5 ' _ I• OPart Mark Key. .• r :. - .. - I' .. - .. '. .. . :. '. .. 1 '.001SGA15001- - 003SGA35001 .. „I .1 .. 1 I '1 1 '• I - • .2 3 002SGA15001. .. .. 1 - I L . I • I• I .. I .. .. . . I I II' '; I I I 1 . P2 (T YP•) 1 I I_ P2(Typ. I I •I I 1 I. L 1 28' 6• BL BUT TE COUNTY ROOF SECONDARY'PLAN pL� IN e` p�' I.DiViSINO �pTALO C 85445 m * : ,i. ;..~. .. • 2 :1,70": - .. � - � : I - '. -. .. •, .. ., •. _ - - tp C V11• - e 1 6" _ OF CAL IE .. Dimension .Key.- • .. •. - - 1128/2017 - Shape Meme = Gema We Shop PERNOT SET- For Building Dept 'Approval - 1. UNLESS NOTED, USE TI X 1 EN BOLTA325BOLT (CLOSE) AND NUT (x NNE � W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. 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. R IS PROVIDED SOLELY.FOR ERECTING THE BUILDING DESCRIBED IN THE � C BUTLER ROOF SECONDARY PLAN - - - _ 2 FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE NEG. AND DESIGN AND PERFORMANCE APPLICABLE P E ORDER AND MAY REPRODUCED ONLY FOR THAT PURPOSE R T. 1640 OENESSEE ST. KANSAS CT', MOW 102 KANSAS - STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S SEAL DOES MODIFIED, FOR ANY SHALL NOT 8E N APPR V REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT- R PRIOR W Rff7EN APPROVAL OF BUTLER MFG. aE . are er. eiarac NOM Valley B�dldng Systeme - • • . OF WALL AND ROOF SHEETS. 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. - � .NOT APPLY 70 THE PERFORMANCE OR - DESIGN OF ANY OTHER PRODUCT ORGOOD THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE QUALITY WORKMANSHIP IN ERECTING THIS BUILDING o- Geroge Rete • • � - 17-026918-01 are 1121/17 ; • COMPONENT FURNISHED BY BUTLER EXCEPT IN ACCORDANCE WITH THIS *w. CNoo, C.14mela • _ - TO ANY DESIGN OR PERFORMANCE DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE BUTLER MFG.'. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, •George Ra(e BIIOar MwWstiv6p , - + 1 • REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS "d 17.1071- �MAAGM/ 2017.2a 9 .a.eivanas•+ro,vmM.e.m vcrae.++m ,�mm - - ,vn�r umu • -I WAM' Qrxeilc Mme NOTE: • AT EAVE STRUT BENO'PBA TABS .. - .. RO I!]CALM .I4GTgN�, .ERECTION AND -USE (2)11/32• X 1 1/4' T-45 GRAY- YD1Q WHEN A CHANNEL BRACE DOES NOT, LINE UP'WITH ANOTHER CHANNEL BRACE OR THE SLOTS IN THE PURUN WEB FOR . A DROP PIN CONNECTION BEND THE'CHANNEL TABS TOWARD THE PURLIN,WEB AND, USE A SELF -DRILLER (55307) TO ATTACH. - - ., , SCRUBOLT,(097352) AND SCRUBOLT NUT (097267) (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE, STRUT) EAVE PURLIN SEE FACE OF . - - - �,• I • D' ' O- - �o a _ o of :�'r ... _ 'PURUN SCE BRACE ASSY. EAT STRUT CHANNEL• . - o o : _ _ _ _ _ _ - (CPB-)(TYP,) HM (POA_) FOR 7A0 ATTACHMENT 'PURUN BRACE . (CPB-)(1YP•) .. .. '. ve- r•+Os&l.' - 1/4-14 x 1�1/4� .. .. / - .. .. .. . . - - ,(2)'1/4-14 x 1 1/4' STRUCT. SCREWS _ .. - •. . . I . DRAM ni TWxwLr STRUCT. SCREWS . EQ m T E m IF mE MMIR HAVE ro RU (55307)AI Hai FAME VDAiERRUY-MT THE R/Ir Dw. LIGE IX TIE w=9Af/ HEMMIG M I3/1r III" GD REOb Wxals OTrt vE VIm9_ i1AxR SIAM . iloOc KAHit6 ANNANN0. � y � ..FACE OF"A 4/•' X H �/• ATts BRr rEx - BRACEACE : ° EAVE'STRUiAcuul9•)(CPB-)B-)RANGE 1'.,(BR BRACE REQUIREMENTS:o41RI4TlD6RULE/I- ALL RANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. — - ,. PURUN. EaVE RULE®2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PMT MARK CN 1 -DETAIL BR09JC USE -(2) 1/2..GALV. HEX - •- STRUT. r PURLINNUTS , CROSS SECRON IS NOT ACCOMPANIED BY (2).URUN- A: ' • (47120) LOCATE (1) • • . ' RULE/3- RANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB • -• .. - • ' , .' - L(1) X 6 1/4' ' NUT. EACH• SIDE OF PU LN + •. WHEN PMT MARK IS ACCOMPANIED BY (2). •• RULEp4= WHENEVER POSSIBLE,: PLACE SINGLE BRACES TOWARD THE •' '. - -• .I/4" DROP PIN (097556), ' - .. - EAVE PURUN . • - .. .' (I) 1/4• x09 1/4' - `DROP CENTER OF. THE BUILDING - - USE. WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE' � (IYP. PER EACH END) , � - '' BRAG ASSY. "'' - PIN (097556) RULE/5- WHEN POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME DOES UNE UP WITH THE DOES NOT -UNE UP WITH, ,S :. , . - - _ PURUN (PBA-)(TYP.) - - (TYP. PER EACH END) SIDE OF THE FRAME WEB.. SLOTS, IN THE PURUN WEB. THE SLOTS IN THE, PURUN WEB. NpIE; SEE ERECTION DRAWINGS '•,10' k 11 I/2' PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. • _ -, FOR LOCATION' FOR LOW OR HIGH EAVE LOCATIONS: .H - - °" X M°0 TYPICAL FLANGE BRACE CONNECTION .. XR°"C °V'i6" CHANNEL BRACE ENDING.AT PURLIN WEB, es dco�I�xn.�m' SINGLE CHANNEL PURLIN BRACE 'M0p EAVE STRUT BRACE RARaI/ma..•Rm'. SINGLE CHANNEL PURLIN BRACE- BRO6AE CONT. PURUN LAP. SHOWN, CONT. ART & S9APLE'PURLIN BR09JG ,SELF-DR93ER W77H BENT TABS BR09JH "' ' , ENDING AT PURUN WEB LOCATION BRO9K5 • - ' ' BRO9PH - ..INTERMEDIATE LOCATION'. . ,NOTE•. -.' - .. 1. SEE CHART FOR RIDGE BRACE NEST AND ' - ,END FRAME. •,. •INT: FRAME " Ct ; ' END�EWY' •' INT.. FRAME' - INT. FRAME .. INTERIOR BAY '- ASSEMBLY SELECTION:' IIh - ROAT 2.�NEST CHANNELS TO ACHIEVE Y CHANNELS II - • 5' BETWEEN' HOLES AND ALIGN •. q . •,. USE DROP PINS TO SECURE. .. 'HOLES USED TO_ 1,PURLIN BRAZE - G ] . O. o ". CHANNEL . , 1• PURUN BRACE 0 • . ' o ) D CHANNEL- _ • - T-lADJUST. CGAGE ADJUST: ODES ^ SECTION SECURE '' (2) PURUN BRACE ) ) 0, a , • - -GAGE `•(2) 1/4' x 61/4'- WITH DROP 'CHANNELS.- .2 PURLIN BRACE -• o ] o _' C, -. DROP PINS (097 56) PINS (3) PURUN.8RACE CHANNELS INCHE LENGTH ) �. o CHANNELS - .. •I LENGTH millimeters millimeters • " ' 4 PURUN BRACE ] ] ] ] CHANNELS (4) PURUN .BRACESHAPE ' CHANNELS - 1. ] _] • ]. FrF •. SHAPE - r +COUNTER :-I TYPICAL 1 4 TYPICAL CLUSTER . CLUSTER - .. , . •,•' -. L CHANNEL STANDARD, NOTES: { STANDARD NOTES: • .. ' _ - sHAPE - RIDGE BRACE ' ® ASSEMBLY �1 ' - - PURLINS HAVE CLUSTERS OF 4 HOLES FOR.ATTACHING PURUN BRACES. - • : --PURUNS HAVE'CLUSTERS OF 4 HOLES FOR ATTACHING PURUN BRACES: , .OEPR1 07 = 7" - Z = ZEE 11 = 0.113 •_ DEPTH , SHAPE - GAGE . ' ' (CPBR- ' THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: .THESE CLUSTERS ARE REPRESENTED BY,ONE OF,THE SYMBOLS 'BELOW: - 08 = 8 1/2• C = CEE • • 12 - 0,098. 07 = 7' - 2s - ZEE II = 0.113 - • - 0 - DO. NOT INSTALL PURUN GRACES AT THIS CLUSTER LOCATION. I .. 0 - DO NOT INSTALL PURUN BRACES Al THIS CLUSTER LOCATION. - - 10 ='10' E = LOW EAVE STRUT • 13'= 0.088 H - 'HI74 SAVE STRUT D8 = 8 1/2' CS = CEE - 12 = 0.098 • 10 - 10' ES - LOW EAVE SIRUP 13 - 0.088 6t ' - •] - INSTALL PURUN BRACES AT,.THLS CLUSTER LOCATION. .• - . � ] •- INSTALL PURUN BRACES AT THIS CLUSTER LOCATION. : 11 = 11 1/Y 14 = 0.079 'HS -'HIGH FAYE'STRUT n = 11 1/z' u = 0.079 SEE SECONDARY ROOF DRAWING FOR ORALE REQUIREMENTS. SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. • 15 = 0.073 . +' -BB = BACK TO BACI( CEE - FB = FACE TO BACK CEE. 15 = 0.073 . PURUN .' . • • I6 -0.068 - 17 0.060• FF = FACE TO FACE CEE. 16 - 0,068 • • ' =_INSTALL PURLIN,BRACES,AT THE RIDGE'AND WORK TOWARD THE EAVE. - INSTALL'PURLIN BRACES AT THE RIDGE AND WORK .TOWARD THE EAVE. - ° - , 17 - 0.060 CHANNEL BRACE MAY BE LOCATED IN EITHER SEE OF SLOTS IN CLUSTER -` CHANNEL -BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN. CLUSTER- ' PROVIDEDTHEY ARE ALIGNED FROM.EAVE TO EAVE IN A GIVEN BAY. PROVIDED.THEY ARE ALIGNED FROM EAVE TO SAVE IN A.GIVEN BAY. - ° CHANNEL RIDGE BRACE ASSEMBLY 6°t0 �' M°00 PURLIN BRACE CLUSTER LOCATION ""' D°L0 X ' X°° PURLIN BRACE CLUSTER" LOCATION a'' °°`" �' N0.0° SECONDARY PART MARK NUMBER �' O°t0 °Y' "°°° SPECIAL SECONDARY• PART MARK KEY ' BR09PK . - • SINGLE GRACE AT SYMMETRICAL.RIDCE BR09RY END BAY CHANNEL LOCATION '. 8R09RZ INTERIOR BAY CHANNEL LOCATION EN51131 ' 'COMMON GENERATED MARK NUMBERS • EN5187 COMMON GENERATED, MARK NUMBERS ERECTION DRAWING PART MARK ' SHIM PLATE. ' . - ' 2 3/4' 7—/E" ROOT PITCH PART •RAMIE • • NUMBER :25 TO 1.99 N A . .. .. ..« - III.2 ' -6 Y.D TO i.49 F911. -•. P _ ''I - is ro 3.49 TSIz - :. ...� I 3.5 TO 4.OD E913 ..• R, EAVE- STRUT 1.. W 1 B 3 9101 PLATE . - (SEE CHART) - -• , ' .. .. -r �. ., 13U7TE COUNTY BAY. NUMBER 4B' o . OUILDING'DIVISION " CANOPY (C)/PARTITION,(P)/ ROOF BEAM 'A�F�F�� ROOF(R)/WALL(W) NUMBER (2) .1/2• X 2" A325 BOLT (097280) BUILDING SHAPE j..2 7/B • Q�FESSI �o TA( o THE BAY/BUNDLE CODE IDENTIFIESJ..2 3/< �,� THE BUILDING CANOPY PARTITION CANOPY/PARTITION/ • - _ . C • •I'-0', AT 7' h 8 1/2' OUTSET a C 85445 m F-3' AT 10' a 111/2.OUTSET ROOF/WALL PLANE AND BAY - LOW EAVE STRUT SHOWN - HIGH EAVE STRUT SIMILAR - • .. .. q7, C 1 V 1 \- N s F OF CAI-IF� °Y 00 0 ' ` "°° SECONDARY BUNDLE LOCATION KEY 40 0S0'/01A°' "" °0 PURLIN. AND GIRT SIZES ' —X601 EAVE STRUT CONNECTION , EN 5183 ALL SECONDARY DEPTHS EN53G1 - 10' 254mm _ - RS12PH AT END FRAME' • � - 1 I /28/2017 ' .. - .. PERMT SET- For Building Dept Approval 1. UNLESS NOTED, USE 12 X 1 12 A32ST BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLES THIS DRAWING. INCLUDWG THE INFORMATION HEREON, REMAINS THE PROPERTY OF C - BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDMY,CONNECTIONS. - 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 IT _ 1640 GENESSEE ST. KANSAS CITY, Mo 64102 ROOF SECONDARY SED'S LA 2 FNGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE - STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT - + _ North BAIOTIg Syn— 17-028918-01 OF WALL AND ROOF SHEETS. THE BUTLER G. ENGINEER'S O MF SEAL DES PRIOR WRITTEN APPROVAL OF BUT LER MFG.+ 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. ED. - NOT APPLY 70 THE PERFORMANCE OR OF ANY OTHER PRODUCT OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE - � Geroge Rete _ *x.. CNoo, Calitomia ' . COMPONENT FURNISHED BY BUTLER EXCEPT GOOD OUAUTY WORKMANSHIP W ERECTING THIS BUILDING IN ACCORDANCE WITH THIS .B(�R 112017 G—p Rafe I TO ANY DESIGN OR PERFORMANCE DRAWING, DETAILS REFERENCED IN THIS DRAWING. ALL APPUCABLE BUTLER MFG. - REQUIREMENTS SPECIFIED BY BUTLER. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, " BNIM 1�0160o4q NTS sum — 17.1071 •• 10 INCLUDING THE CORRECT USE OF TEMPORARY BRACING. .emoa 2017.211 3 we nex.Hre nmmlw, ♦ r - • . - . , - T Iaea : .am>e v�.au*wwn�w.m I - BUT 'E:C®UNTY ' . .. BUIL !NC DIVISION' BL BL SECONDARY ELEVATION AT 1 �pTA 0 tn .. A • - ... CIV- - P OF - `' - CALIF i 11/28/2017 Shape Name= RafeBn In�6 =+ PER NOT SET- For Building De 9 Pt Approval "-' - q:.. + ,. 1. UNLESS NOTED. USE TI X 1 12 BOLT BOLT ALL W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. SE) AND NUT CONN) 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 - C BUTLER . SECONDARY ELEVATION i4T 1 - - __ • - 2 FLANGE BRACES ARE AN INTEGRAL PMT OF THE STABILITY OF THE - .MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT 1510 GENESSEE 9T.11ANSA4 CITY, NO 64102 T. KANSAS - STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT - - ' ' OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. °"n' e�acoe ey BW d NOM Valley ng Systems 17-026916-01 LY 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOIELY RESPONSIBLE FOR ACCURATE �'� Geroge Rate 1 ' COMPONENT FURNISHED BY BUTLER EXCEPT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS - 's'. CNco, Celi(.rnia 'Bu"iLeR 1121117 . - -TO ANY DESIGN OR PERFORMANCE DRAWING. DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG: ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, ''' G—g. Rata I - ' REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. ww+.uOri.e NTS eunoreror. 17-1071 _ veLensw 2017.2. 11 Secondary' Part Schedule .. '. .. .. .. _ THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF Mark Part - Thick: Depth Lap Detail W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL CONNECTIONS. TI BOLT CONN) ONLY TO THE WORK PRODUCT OF BUTLER. BUTLER BLE RIS PROVIDED SOLELY FOR ERECTING THE BUDDING DESCRIBED IN THE ", G1 OISZ2803411EE10 ''0.11'30, 8 1/2". „•-_WSR004,WSO1H2 - - MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE R STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT System °` Norm Valley B� 1"In e 18-01 17-0269 OF WALL AND ROOF SHEETS. � THE BUTLER MFG. ENGINEERS SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. - 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. . - NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE y - DESIGN Of ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT �. ,B R 4 ^°" CNco, California Paosr: George Rafe 'MAAGM1 I� O3RS?011 I REQUIREMENTS SPECIFIED BY BUTLER. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Biller SYTAEIc4rYTp .vex. 20177x' NTS - w.. 17.1071 12 - •j. - - ,vmmn i. ma .avrmee.�+m enroawn�m,m BUTTT C 4 28 s•' BUIL®I G .. CL BL 30,-0BL' SECONDARY ELEVATION AT 'A / 9PP ' ° .. • .. - .. _ . ESS I Bracing Part Schedule Part 'Qty Length Detail .. 9 AL4•Vg1 wGP 0 ' 03RS3011 2 -301-114_ BRO1G2 0.85445 y . 2 1._0" 2 GFA200 _ .. .. .. - .. ��q1� OIV 1L �e1N? 1 6" 1 GFA106 OF CAL\F Dimension Key QPart Mark Key. .. - .. 1 1/28/2017 ShapeName _GooW Rde ShM VW 12 PERANT SET- For Building Dept Approval 1. UNLESS NOTED, USE X 1 12 BOLT (x8060) AND NUT THE BUTLER MFG. ENGINEER'S SEAL APRJES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF /� ■ BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL CONNECTIONS. TI BOLT CONN) ONLY TO THE WORK PRODUCT OF BUTLER. BUTLER BLE RIS PROVIDED SOLELY FOR ERECTING THE BUDDING DESCRIBED IN THE ", _ V 1540 pENESSEE 9T. KANSAS CITY, MG 641e2 SECONDARY ELEVATION AT A 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE E STABI TY MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE R STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT System °` Norm Valley B� 1"In e 18-01 17-0269 OF WALL AND ROOF SHEETS. � THE BUTLER MFG. ENGINEERS SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. - 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. . - NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE -� - Geroge Rate - DESIGN Of ANY OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT W W GOOD OTY WORKMANSHIP IN ERECTING THIS BUDINACCORDANCE IN ACCORDANCE WH THIS ,B R 1121/17 ^°" CNco, California Paosr: George Rafe 'MAAGM1 TO ANY DESIGN OR PERFORMANCE DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE BUTLER MFG. REQUIREMENTS SPECIFIED BY BUTLER. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Biller SYTAEIc4rYTp .vex. 20177x' NTS - w.. 17.1071 12 vxravwmnm®ue. � - - ,vmmn i. ma .avrmee.�+m enroawn�m,m ;0UN E 6 . . DIVISION DIVED Secondary. Part Schedule Mark '- Part.. Thick. Depth Lap .• Detail- ' ,GS ''001082S080771700 - 0.0600, 8 1/2". " •., WS20F2,WSR004' - "• • •H1" 00108JS1000017 0 :0 600 - 8 1/2" - ,WS20F9 - - - 'J4 00208JS1100517 0.0600 8 1/2" '. WS20F9,WS2.OF2,WS2OB4,WS20B8 -_ ,�. •' .. '. .r_ ----------. -I: ---------- --=�. - I .. . , .. I .. a .. .. I . • . BUTT 10•-D• I 10--0•' 1U -6• BUILDING ' : APB 30•-O•' ,.1 BLSECONDARY BL ELEVATION AT 2 ypFESSI �oe.�pTALO C 85445 rn • * �, �, 3 GFA200 - .. T P .. 1 JTGl .. OF CA\Q .. OPart Mark Key I' . r 1128/2017 Shape Nacre=Goorgo Rafe Shop,WaII i PERMT SET- For Building Dept Approval 1. UNLESS NOTED, USE 12 X 11/2 A32ST BOLT (48080) 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 A THE WORK PRODUCT OF SURER. MFG. AND DESIGN AND PERFORMANCE BUTLER MFG. R IS PROVIDED R AND FOR ERECTING THE BONDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT _ V 1600 GPUFSSEE ST. KANSAS CITY, M064102 SECONDARY' ELEVATION AT 2 . 2 FLANGE BRACES ARE AN INTEGRAL APRT OF THE STABILITY OF THE STRUCTURAL SYSTEM MID MUST BE PROPERLY INSTALLED PRIOR TO ERECTION . REOUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT OF WALL AND ROOF SHEETS. - THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. - a,� North Valley Buldrq Systems, 17-026918-01 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR - DESIGN OF ANY OTHER PRODUCT OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Q1Sf� GeroOe Rafe 1121117 COMPONENT FURNISHED BY BUTLER EXCEPT, 0000 QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS Coco, Q TO ANY DESIGN OR PERFORMANCE DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.-. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, - Rtrfirrma 'mare e(e BYrMJ IWm6rp/ - - REQUIREMENTS SPECIFIED BVBUTLER. -- . INCLUDING THE CORRECT USE OF TEMPORARY BRACING. rnn•.uwue NTS aacmavo•. 17.1071 ,s..sv.. p17,� 13 •cneule IraaDu"1 • j .. ivmsm .. ma _ - ewae,�v.emp•en•rw.m �' V .. rtULCWI— ALL 1LANlR tlHAIY] 1171 1]SU4] ]tUIIUN] MU]I BL In]HALLLu. � ' ' : DESCRIPTION/PART NO - ' ' _ ' . ROD SIAMNATIO RAY STEEL, RANO YASIOi A' HARD Still WASHER 'B HILLSIDE WASHER ] - 95321 •3 '.MT.YA9IFR 90108 1/2' BET61 SONARE WASHER 16010 - 13 = 0.088 to = 0.079 I 96110 95ZM " 1 MT WA9ER 96872 ?"a Mr WA98R 959 ]le MOD T Rom WA9BR (97818) 5/1134 ] 4 95215 7 4 MT WASHER 91918 t5 7 95271 7 8 MT WA9ER 91917. i' MUND T ROM MASHER (95948) 71]17.1 I' 1 I 95238 V MT WASHER 97948 95239! 1 1 MT WA9W1 9594 1 1/e, MT ROUND WASNER (9794) 543178 .. rtULCWI— ALL 1LANlR tlHAIY] 1171 1]SU4] ]tUIIUN] MU]I BL In]HALLLu. � t0 10' - E='LOW FAVE STRUT . -- t3 = 0.088 08 = 6.1/2- ,CS• = CLE 12 -.0.098 .. BUILDING SI-IAPE.. - ' RULE@2- SINGLE FLANGE BRACES ARE. REWIRED WHEN PMT MARK ON. ' CROSS SECTION IS NOT ACCOMPANIED BY (2). •,RULE/3- . H -.H� �� 11 11 1/2' • • 14•= 0.079 10 - 10' •. ES - LOW FAVE STRUT' HS -HIGH. EAVE STRUT 11 =.11 I/2' - 13 = 0.088 to = 0.079 .. , - FLMGE.BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB " ' 15 = 0.073 BB = BACK TO .BACK CFE. - 1s = o.D7i TH BAY/BUNDLE CODE IDENTIFIES E" wHLw PART MARK Is ACCOMPANIED BY (2).. 'RULEg4-: . 16 =' 0.068 - FB = FACE TO BACK CEE WHENEVER POSSIBLF PLACE:SINGIE BRACES TOWARD THE : ' _. - - 17 � 0.060 - FF =. FACE TD FACE CFE " 16 - 0.068 ' ' +THE BUILDING' CANOPY /PARTI PARTITION CENTER OF THE BUILDING .. RULE/5- WHFNENER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SDE OF THE FRAME WELL - .. 17 - 0.060' . ROOF/WALL PLANE AND BAY ' .. to- A 111/2' PURUNS REQUIRE 3 BOLTS AT EACH END OF PURUN LAP. - - 6Y °'a® ' M60 ROD BRACE °"f° "�"'""" TYPICAL FLANGE BRACE CONNECTIONS "'°PCO �'"'0 SECONDARY PART MARK NUMBER `'6° ° �`' `m SPECIAL SECONDARY PART MARK KEY °"Gp M°0 SECONDARY BUNDLE LOCATION. KEY BREI G2 WEBSLOTASSEMBLY BROBAE -'CONT. PURUN LAP SHOWN, CONT. GIRT &SIMPLE PURUN' EN5181 COMMON GENERATED MMir7EN5 K.NUMBERS 182 .COMMON GENERATED MARK NUMBERS EN5183 , ALL SECONDARY DEPTHS •' ' . - • . SO= DEE ON A DOUSE - - : FEID LOCATE AND RILL (2) 9118' : JAMB 5 MTD BACK 6 TION air To JAMB DEPTH - DIAMETER HOLES O RAKE BEAU EACH END R' YAW JAMS. JAYS LLP T B 'Ir 10' 1 I .• .. .. TO ArTAcH (DAc2-. Dim, OR DJt4-) SECOND aE. /?' . /2' . • .,ON A DOUBLE- - . A t8�'� 'diGJ JiLB .. 8 1/2' CM CLIP. (GCS) - DOOR JANE CLIP JAMO Is HOLD _ (DJC2-) AT 8 I/2' JAIL • BALx t' . JiDI. LICA$ JIGS A 10' GIRT CLIP (GCE—) INOY EADI END - MAY BE SHOP(DJC3—) AT 10' JAMB DE M.ux JAMB . JIC4. JfCiWELDED GC2 OR'GCB—) (DJC4—) ATT MD 11 SIT JAM6A JLC! •$LMLO£ JAMB . + JAMB. 504C1E • " ' - • OR�717EOEW1IM ETM: OP RANGE' A325/80LT (49/080) A' .. I' OR DOUBLE E . N ( THE OOWNSLOP WECDON. - _ DCUBIE'JMIB . • .. \ . " - I . .. .. ® BG 'JAMB' BASE CONNECTION (2)"1/Y. A307 THIN . . • D , . m .. I ' • . Clip (PCI)' - DIN. A \®. k NU 8(0975032) �) - 4 BOTTOM OF• 0 (2) 1/2. A107 THIN . RAKE BEAM - HEAD, BOLT (096&16)1/2'- ANCHOR . -`'\-MT CLIP � NN 4 h PRODS WTH WASHER . 0 @ NUT (095032) .IO r - (SEE CHART)' - - ¢ I� ' j JAMB SINGLE 8 OY(JI 1 1 1 j' _ =� • - . •I OR DOUBLE NAI( r 1 2 1/2' 23/8 (DOUBLE r —o SECTION A=A MOLES JAMBS ONLY CONCRETE FSNR ® - _ AVAILABLE n OIM_A' - 10", CEE GIRT SIMILE GIRT AR • ZEE GIRT SHOWN. - - _ ,r FOR 8 1/Z' AT 24' O.C. ® d -GEE GIRT SIMILAR_ " - . .4b o' AND III (BY: BUILDER) _- BASE MEMBER -3 6 1/4' AT 11 1/2' 'JAMB . JAve CAN BE t t/Y DESPOT - . MEMBERS) - JAMB CNN BE 1 1/2' OEM THAN THE JAMB SUPPORT ORT. • THAN THE JAI® SUPPORT ORT (ONLY O MPM*. Ii I r JAMB AUGN JAM AND ORT AT 8L SECTION A -A CAN BE USED W/ 8 1/r OR1) 8 1/2� 8 10' INSET 09F NOTE. DOOR JAMS CLIPS SHOWN ARE ONLY FOR 67 ENDWALL FRAME OFFSET - AMGN JAMB AND N2Rr AT l o. Ammpt/a An.N>m PURUN AND GIRT SIZES a OII O "' "P" GIRT CONN. AT COLUMN p; ' Z'M6d JAMB TO RAKE BEAM Y OPC°'"A°° W 1640 JAMB BASE ATTACHMENT R 0" P ° " ""° GIRT TO JAMB ,. .. EN53FI 8 1/2' 216mm WSO1 H2' INSET GIRT$ WS2084' ANY JAMB, INSET ENDWALL WS2088. SINGLE OR DOUBLE -JAMB WS20F2 SINGLE JAMB RT CLIP B. . HEADER TO JAMB - CORNER COLUMN ((CCS)Dx(%OAT 8 1/2- GIRT. CUP (PCI) (� (GED-) AT 10' GIRT ENOWALL .. .. .. .. GIRT .. .. _ _, .. ... . DOOR HEADER _ B 1/Y h 10' - 0 INSET . SIDEWALL .. GIRT .. - p 1' SINGLE JAMB • 4 $� .. . . Ilk - I. I FRAME - - O O I (4) 1/2' A307 THIN @ @ Ac - QQOFESS Il HEAD BOLT (096636) GIRT CUP �pIALO I' I A.NUT (095032) (BOLTEDxWEIDED) - _ - I' I OPENING- ( "1 )(GC84_) AT Y. 0 GRT. FILLER AN (GC34-(6065-) AT 8 1/2- GRT (GFA-) W/ (3) 55307 p�,1 ,1 HEIGHT (GC62-)(Gtfi6_) AT 10' GIRT- - ' C 85445In y " - SECTION A -A (c063_(GC67_) AT 11 1/2'. GIRT - SEE DETAL W9t007 FOR BOLTED CLP TO 7' dRT Nm. oAmm ar. Inm teL Iw J . wm ' .8 1/Y&:10' INSET SW CARTS _ • .d - qTF OF CAU TF�a\P HEADER TO JAMB GIRT CONN. AT CORNER COLUMN WS20F9 ANY HEADER, ANY SINGLE JAMB WSR004 ANY INSET GIRT AT EW, INSET GRT AT SW - 1 1/28/2017 PERNDT SET- For Building Dept Approval " THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 12X 1 12 A32ST BOLT (49080) AND NUT (47120) BUTLER MANUFACTUMNO / W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. .ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE C 1640 C ENESSEE ST. KANSAS CErY, MO 64102 WALL SECONDARY SED'S .. 2. FLANGE BRACES ARE AN INTEGRAL PMT OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE R STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER SMALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEERS SEAL DOES PRIOR WRITTEN APPROVAL. OF BUTLER MFG. °�1p1 •'°°t North Valley BLdid 9 SY94m9 . " � 17.028918-01 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Gunge Rafe are DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING TMS BUILDING IN ACCORDANCE WITH THIS Noan°rNB maw 1121/17 CNco, Celiforrde rawW.aenc. , COMPONENT FURNISHED EN BUTLER EXCEPT DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE BUTLER MFG. _MAAGM- TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, George Rd. BlltleA McWR•�s6p I ' ' REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEAIPORARV BRACING. NTS . 1e' 17.1071 we Wn 2017.2a 16 ' 7 " - Covering Schedule.' •' - - - •• Trim Schedule - - - ', Id Qty Length .Type Gage OP Fin." Color Direction - Id Parts. Color "Details ' 96 10 141-10 1/2" - BRU 26..- 83 -K SW Left to Right •T1 0630043'- -, ', Match. Wall, Color , 4.7. 10 141-10 1/2" BRU 26" 84. K. . 'SW .Right to Left - T2 -(10)0560175 - Match "Roof Color ENB003,NV662 • .- - ", "Oper.•'Code:83=SQ:SQ - "' • - T3 RBT2,(O.1-)WAI0A,BRRETT Match Wall Color. • - .. Oper. Code:84=SQ,SQ - - T4_ 0630043' Match Wall Coloi - - . Finish:K=Butler-Cote• _ 'Colors SW=Cool•So 1'ar _White AA (10)87 .. - .. .. .. T2 IT3 ' .' .. •. - BLKl (4)8LK2 . . - ' BL K3 ', .• m TI 30' °" BUTTE COUNTY. BL BUILDING DMSION • ROOF`COVERPNG,PLAN ' •. .. " Planograph Schedule - - - .. - _ APPROVEDa.. " • - • - Id Details " - - - T1 P-081166,P-081236;P-081242,P-103223,P-104542,P-104550.- T2P-102961, P-104288, P-105848 - - - - - _ . T3 P-081166, P-081168, P-GAI • • `. T4 P-081166,Pc081236,P-081242,P-103223,P-104542,P-104550 - - r - Q�FESSIgyq� GpTALp .. ' Fastener Schedule - ._". - o cAA.y Part Description 0097230-102 (T-3) 1/4-14 x 1 1/4", "3/8" Hex Hd w/Washer - - _ - ,• �.(n0.8W5 Ar ., - • - .. ' 0097357-102 (T-1) 1/4-14 x 7/8", 3/8"- Hex 'Hdw/Washer - - , .. - .. •" - - . '' .. CIV 1\• NP , . •. !,_ - Accessory Schedule ..9lFOF CAILF • .. Qty Color Description .Detail - - * -2 Not Applicable Butlerib II Lite•Panl -- UL 90 Roof - Non Insulated Panel - CC2 w/Support Mesh 11/28/2017 ShapeNana=o aarasn PERNT SET- For Building Dept Approval - - 1. PRE-DRILLING 1/B DIAMETER HOLES FOR STRUCTURAL FASTENERS - - THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY ToTHE PRODUCT THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF R W BUTLER MFG. PROVIDED SOLELY FOR ERECTING THE DESCRIBED IN THE - BUTLER MANUFACTURING - _- MAYBE REQUIRED FOR HEAP GAGE NESTED ZEE'n ANDlOR FASTENERS � WORK OF BUTLER AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLYNLY FOR THAT PURPOSE R 1640 OENESSEE ST. KANSAS Cm, Mo 64102 ROOF COVERING PN IA - 70 STRUCTURAL BEAMS � - STEEL PANELS ARE AN INTEGRAL PARR OF THE STRUCTURAL SYSTEM ,MFG. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT _ �'a A— Norm Valley Buldng Systema 17-026918-01 . + REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. - ' ' 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR ' THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE aam""ac Geroge Rafe are 1121/17 ' ' - rce, CNco, Califorda " FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. COMPONENT FURNISHED BY BUTLER EXCEPT GOOD QUALITY WORKMANSHIP IN ERECTING THIS WILDING IN ACCORDANCE WITH THIS ,BE,R MAAGM/ - - 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION - - TO ANY DESIGN OR PERFORMANCE DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG: ' GeorOe Rafe - REQUIREMENTS SPECIFIED BY BUTLER. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING 70 PROPER ERECTION, Bd1V w"•.uaue" NTS. - ou. -17.1071 - wce 16. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. wax... 2017.2.' ,{� - -• wenra".e nmmn"� ,�a"mn iaue _ •. ..a.a.ee�ma."A,w"".e.k - BUTTE COUNTY 30'-n BU16N ®1VtS1®N BL r - r COVERING ELEVATION`APPROVED . ESS QRpFESSI �d ,GpTALO s C8W * y .'.r'' , . .. ,.. .. - , - - - - - ,• .. - . .. - . .. C 1 V 1 q�F OF CAOF 11/25/2017 - •; S N� George nate ShoA Wan =1 PERMT SET- For Building Dept Approval ro ' - 1. PRE-ORIWNG VS OWF£TER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEER'S SEAL APPLIES - THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ■ BUTLER MANUFACTURING _ - -MAY BE REOUIRED FOR HEAVY GAGE NESTED ZEEe AND/OR FASTENERS - ONLY 70 THE WORK PRODUCT OF ANTLER. MFG. AND DESIGN AND PERFORMANCE BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BONDING DESCRIBED IN THE - APPLICABLE PURCHASE ORDER AND WAY BE REPRODUCED ONLY FOR THAT PURPOSE R _ V 7�p GENESSEE ST. KANSAS CRY, MO 86102 COVERING ELEVATION AT 1 - • 70 STRUCTURAL BEAMS 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM REQUIREMENTS SPECIFIED BY BUTLER. SMALL NOT. BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT ' REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. � THE BUTLER MFG. . ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER .. MFG. - ter. are - ° 101 B10Or NoValley BdIAq Sys North Items �• "� . • • 3. DUE TO MANUFACTURING G LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR ' DESIGN OF ANY OTHER PRODUCT OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE aaeraurrt Geroge Rafe - ure • - - ' • FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. ' COMPONENT FURNISHED BY BUTLER EXCEPT GOOD QUALITY WOREFERENC W ERECTING THIS IN ACCORDANCE WITH THIS �waca CNco Califorme 1121/17 . 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION 70 ANY DESIGN OR PERFORMANCE DETAILS DRAWING; DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE BUTLER MFG. .ALL AP Amecn George Rafe � MAAGM/. - ' - - REQUIREMENTS SPECIFIED BY BUTLER. PERTAINING TO PROPER ERECTION, ERECTION GUIDES. AIDINDUSTRY TEMPARDSORARY INCLUDING THE CORRECT USE OF TEF�ORARy BRACING. NTS - � � 17.1071 � � a„y, 0 .verare 201728 17 �ususmweunwwn.:mm • wcraaawe nmm�es. unvmn n.aa - t - - - Trim Schedule BLK3 •. - - Id .Qty Type -Start Length Gage OP, Fin. Color. Direction " 'IdParts Color.: Details , #11 16 BRP 12'-2", r• T1 (1.2)BA225, (2.5)BT12A. ._ Cool. Birch White • ENB003, GV383, NV663, WCB036, WCBO 38 Oper. Code:BB=SQ,NT - - T2 BRCT12' Covering Schedule - - - Trim Schedule BLK3 •. - - Id .Qty Type -Start Length Gage OP, Fin. Color. Direction " 'IdParts Color.: Details , #11 16 BRP 12'-2", 26 BB ,K WB .Left to Right .. T1 (1.2)BA225, (2.5)BT12A. ._ Cool. Birch White • ENB003, GV383, NV663, WCB036, WCBO 38 Oper. Code:BB=SQ,NT - - T2 BRCT12' 'Cool Birch White WCB037,WCB040 " ' '.'Finish':K=Butler-Cote „ '. T3' 11.5)GTR25 " - Cool solar' White MV090;WCB028,.14CB045 Color:WB=Cool Birch White T4, 0640492;11.5)CP410,4CE75 Cool Birch White - KV851 •• T1 P -080873,.P -081505,P-081612. T2 P-081612 .. - _ - - - T3 P-080873,P-080948;P-081242,P-103223;P-103315-,GPjALO _ �1pFESS10,� T4 P-105224,P=105225,P-105228 C854.g 5 • . - - * N C l Fastener Schedule. - CIV 1� �Q IF Part Description _ OF CALIF 0097362-141 Scrubolt 11/32 x 1 1/2", T-45 Torx Hd w/Washer b .0097364-141 (T-1) 1/4-14 x 3/4", T-30-Torx Hd w/Washer - - 11/28/2017 SNamed Raresn 1MAB=: PERMTSET- ForBuildingDeptApproval - 1. PRE-DRIWNG 118 DIAMETER HOLES FOR STRUCTURAL FASTENERS ' THE BUTLER MFG. ENGINEER'S SEPI. APPLIES R' THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF C . .. - ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PERFORMANCE BUTLER MFG. IT IS PROVIDED SOLELY�FOR ERECTING THE BUILDING DESCRIBED IN THE - APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT - 1540 GENESSEE ST. KANSAS CITY, MG 6410 COVERING ELEVATION AT A TO STRUCTURAL BEAMSMFG. 2 STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT �• - '- THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. - - �' 0F9�"1p1 "0°+ North Valley BW Eng Sysmma 1101131 ' 17-02691&01are 3. DUE TO MANUFACTURING UMITATIONS SHORT PANELS MAY REQUIRE - NOT APPLY TO THE PERFORMANCE OR ' DESIGN OF ANY OTHER PRODUCT OR THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Geroge Rate • BLKl l (4)BLK2 BLK3 •. - - .' .. ... , 'BUTTE COUNTY N BL BLBUILDINGDIViSI } • COVERING ELEVATIONAT A APPROVED • Planograph.Schedule Id Details' _ •_ T1 P -080873,.P -081505,P-081612. T2 P-081612 .. - _ - - - T3 P-080873,P-080948;P-081242,P-103223;P-103315-,GPjALO _ �1pFESS10,� T4 P-105224,P=105225,P-105228 C854.g 5 • . - - * N C l Fastener Schedule. - CIV 1� �Q IF Part Description _ OF CALIF 0097362-141 Scrubolt 11/32 x 1 1/2", T-45 Torx Hd w/Washer b .0097364-141 (T-1) 1/4-14 x 3/4", T-30-Torx Hd w/Washer - - 11/28/2017 SNamed Raresn 1MAB=: PERMTSET- ForBuildingDeptApproval - 1. PRE-DRIWNG 118 DIAMETER HOLES FOR STRUCTURAL FASTENERS ' THE BUTLER MFG. ENGINEER'S SEPI. APPLIES R' THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF C - BUTLER MANUFACTURING MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEEe AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER AND DESIGN AND PERFORMANCE BUTLER MFG. IT IS PROVIDED SOLELY�FOR ERECTING THE BUILDING DESCRIBED IN THE - APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT - 1540 GENESSEE ST. KANSAS CITY, MG 6410 COVERING ELEVATION AT A TO STRUCTURAL BEAMSMFG. 2 STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT �• REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. � THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. - - �' 0F9�"1p1 "0°+ North Valley BW Eng Sysmma - ' 17-02691&01are 3. DUE TO MANUFACTURING UMITATIONS SHORT PANELS MAY REQUIRE - NOT APPLY TO THE PERFORMANCE OR ' DESIGN OF ANY OTHER PRODUCT OR THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Geroge Rate FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. COMPONENT FURNISHED BY BUTLER EXCEPT GOOD QUALITY WORKMANSHIP W ERECTING THIS BUILDING IN ACCORDANCE WITH THIS "�": CNC.. California BL��R Q 1121/17 onv21/17 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION - TO ANY DESIGN OR PERFORMANCE DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. George Rafe 'MAAGMA " REQUIREMENTS SPECIFIED BY BUTLER. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, BvtlM Y10 voe INCLUDING THE CORRECT USE OF TEMPORARY BRACING. °A�"•" ,NT$ Po• 17.1071 .ems. 2017,2. 18 1. P RI D STRUCTURALAND/OR THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. PROVIDED SOLELY FOR ERECTING THEONLYBUILDING DESCRIBED IN THE /� ■ _ NO QUIRENG Y B GAHOLES NE FASTSENERS OR HEAVY MAY BE REQUIRED FOR HEAW GAGE NESTED ZEE'e AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF SURER U C APPLICABLE PURCHASE ORDER AND ONLY �/ ESSBUTLERST. KANSAS CT 1670 OFJD_SSEE ST. KANSAS CRY', Mo 841M COVERING ELEVATION AT 2 TO STRUCTURAL BEAMS 2 STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM NEG. AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTU ER. MAY BE REPRODUCED FOR THAT PURPOSE R SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT °'re a�aaer North Valley Btril6eg Systema �� 17-02691&01 REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER NEG. ENGINEERS SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER FFG. .. 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. NOT APPLY 70 THE PERFORMANCE ORS DESIGN OF ANYOTHER PRODUCT ORBlj/r(;F/t THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD DUALITY WORKMANSHIP IN ERECTING IN ACCORDANCE THIS Gei Rate ' Geroge nre 1121/17 *c'.. Chico. Calitoreia . 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT THIS BUILDING WITH DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. MAAGM, ter: George Rate -1 70 ANY DESIGN OR PERFORMANCE- ERECTION GUIDES, ANDTUSEOINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, Butler IIw� ,NTS - �s!o. 17-1071 - � 19 • - REOUIREMENTS SPECIFIED BV-BUT E t. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. � smw.. �p17,� .2. J - - Trim Schedule - .. QQQ9� . T2 P -081505,P-081612 Id Qty Type .Start Length' .Gage OP. Fin. Color Direction •Id Parts _ Color, - -. - Details _ 05 10 BRP 12-2" F nl ' , Cool Birch y ENB003,GV383,NV663,WCB036,WCB038 Covering Schedule - - Trim Schedule - .. QQQ9� . T2 P -081505,P-081612 Id Qty Type .Start Length' .Gage OP. Fin. Color Direction •Id Parts _ Color, - -. - Details _ 05 10 BRP 12-2" 26 BB' K WB ,Left to Right T1' •(1.2)BA225,(2.5)BT12A. Cool Birch White. ENB003,GV383,NV663,WCB036,WCB038 Oper.. Code: BB=SQ, NT r_ - T2CTB2S, CTB2R - Match Wall Color: ENB003,NV663,WCB036,WCB038, Finish:K=Butler-Cote „ ' - _ - T3 (1.5)GTR25 - _ • " Cool'Solar White. M.V090,WCB028,.WCB045 Color:WB=Cool Birch White - _ ,. - T4 0640492, (1.5)CP410,4CE75 Cool Birch White KV851, -, OF CA0 0097362-141 Scrubolt 11/32 x 1 1/2", T-45 Torx Hd w/Washer, 0097364-141 (T-1)"1/4-14 x 3/4"', T-30 Torx Hd w/Washer .. • 1128/2017 Shape Nana=GeoW Raft Shop, Wag PERMTSET- ForBuildingDeptApproval 1. PRE -DRILLING 1I8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF /� ■ - BUTLER MAY BE RE-0UIRFA FOR HEAVY GAGE NESTED ZEE'e AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER T3. . T. KANSAS CrrYO 1560 OENESSEE ST. KANSAS CfTY, M0 8610p COVERING ELEVATION AT B - TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PLRtPOSE IT - 2 STEEL PANELS ARE AN INTEGRAL PMT OF THE STRUCTURAL SYSTEM REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT ma REMOVAMANUFAL OR WITHOUT (BRED. THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. -' �' o+re °�`�` auoc" North Valley Bail6ng Systeme 17-026918-0 7 3. DUE TO WG TATIO S SHORTIOR MANUFACTURING PANEL MAYTION EQUIP SHORT PANELS MAY REQUIRE 'NOT APPLY 70 THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE �' Geroge Rafe are CUTTING SC FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.. EE T COVERING � � - DESIGN OF M•1Y OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS '�' CNco, California B %t 1121n7 - TO ANY DESIGN OR PERFORMANCE DRAWING. DETAILS REFERENCED IN THIS DRAWING. /LLL APPLICABLE BUTLER FFG: - - _ George - T1 REQUIREMENTS SPECIFIED BY BUTLER. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING, , ''' Rafe MS 17-1071. But1w Mrpmla otno Fsao, 2017.2x' 20 T2 a _ - BLKl: _ (4) BLK2 BLK3 BUTTE COUNTY i BUILDING DIVISION 30'70^ BL BL APP „ COVERI'NGYEL&ATION AT. B • Planograph Schedule - - Id Details •, - - - pESS T1 P -080873,P -081505,P-081612 - - - - - - - • - a QQQ9� . T2 P -081505,P-081612 - GPTALO T3 P -080873,P -080948,P -081242,P -103223,P-103315, P-104288, P-104550' T4 P-105224, P-105225, P-105228 N Ci $.J`f'i5 y Fastener Schedule - - .. .. - `I'T•y CIV 1I• IF Part .. Description .. OF CA0 0097362-141 Scrubolt 11/32 x 1 1/2", T-45 Torx Hd w/Washer, 0097364-141 (T-1)"1/4-14 x 3/4"', T-30 Torx Hd w/Washer .. • 1128/2017 Shape Nana=GeoW Raft Shop, Wag PERMTSET- ForBuildingDeptApproval 1. PRE -DRILLING 1I8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF /� ■ - BUTLER MAY BE RE-0UIRFA FOR HEAVY GAGE NESTED ZEE'e AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE _ V T. KANSAS CrrYO 1560 OENESSEE ST. KANSAS CfTY, M0 8610p COVERING ELEVATION AT B - TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PLRtPOSE IT - 2 STEEL PANELS ARE AN INTEGRAL PMT OF THE STRUCTURAL SYSTEM REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT ma REMOVAMANUFAL OR WITHOUT (BRED. THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. -' �' o+re °�`�` auoc" North Valley Bail6ng Systeme 17-026918-0 7 3. DUE TO WG TATIO S SHORTIOR MANUFACTURING PANEL MAYTION EQUIP SHORT PANELS MAY REQUIRE 'NOT APPLY 70 THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE �' Geroge Rafe are CUTTING SC FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.. EE T COVERING � � - DESIGN OF M•1Y OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS '�' CNco, California B %t 1121n7 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. - - TO ANY DESIGN OR PERFORMANCE DRAWING. DETAILS REFERENCED IN THIS DRAWING. /LLL APPLICABLE BUTLER FFG: - _ George - - REQUIREMENTS SPECIFIED BY BUTLER. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING, ''' Rafe MS 17-1071. But1w Mrpmla otno Fsao, 2017.2x' 20 y y r • „ F - FEET G'- GAGE- cz••-= COLUMN (PLATE)ERECTION GUIDE REWIRED FOR THIS PROJECT: - - - - . I - INCHES 0 = OPERATION - - • • . . .. COX ••• - COLUMN (GAGE). E = EIGHTHS C = RN/COLOR cv- ='COLUMN (HOTROLL) >- ° • - PANEL/COVERING 'RBX•^ REFER TO: - .. H BASE'TRIM' WITH PANEL.TO STRUCTUR W T YI 17 16 1 K T 0' _ RAFTER. (PLATE) .. _ 'BUTLERIB II /!FASTENER, 2'-6- D.C. , ffIIE000CCC �BGX••• - RAFTER -(GAGE) ' ROOF PANEL UNGIH CODE WRX••• —RAFTER (HOTROLL). •' • - . TRX--= TRUSS RAFTER - wslnAnaN. .. , -- ' 18 h 3 D I 0 3 6 0 3 0 W V ' ICX• - INTERIOR COLUMN •� '•' F. F F 1.1 1,1 1:1= E CC TCX°'° PIPE COLUMN - NPUNCHED PANELS lCH . .. .. - LEND.TH WIDTH THK CODE ,TC%'}• = TUBE COLUMN ' SECONDARY (STANDARD) ... (BRGT20L) • 08 Z 1 9'1 1 4 1 7 - - - - FPX... =ENDPOSF (RATE) - 6° O.C. (LOCATE 3° FROM PANEL UGATION) JFA F F I' I E C C i ♦ • • • EG% •• - ENDPOST (GAGE). SEE -0WG. P-081166 . • OT LENGTH GAGE ADJUSLCODES' ' . . EPTH FOAMOCL091RE IPLY S=ALANT(025392),CONTIN000SLYWALL • _ SHAPE - CBX •• = CANOPY (PLATE) SECONDARY (SPECIAL) CB%'• _ PIGGY9ACK CANOPY (WAIOA). ' 001OBZ1911417- DOC— ='8 1/2' CAGE POST ' - - - ' . • N • i F I 1 E CC COUNTER DEPTH& LENGTH GAGE ADMST.CODFS DCE••• -_ .10• GALE POST . , SUPE - • - A � r ROD BRACING RS - THREADS BOTH ENDS ^-03PS 2510 • - ' - S I E •••PFI I' RT.= THREADS ONE END._ CLEMS ONE DID . ' • '' ..• .. • • RU = CLEWS BOTH ENDS - • c DIA LEINCTII RP = THREAD ROTH ENDS'- NO HILLSIDES ' 1 . r.. • ? - - HIGH WIND GABLE TRIM CUPS ARE REQUIRED. HIGH WIND' GABLE TRIM CUPS ARE REQUIRED. , ? : w ' � • . •,• xr. u¢•my/n Nx an m - - . mumroM lEt On m - .. • : - . - - - MARK NUMBER KEY' ' n A4ft a`'"m . GABLE TRIM 'LEFT NTH BUTLERIB 11 ROOF ''0"1°1'0'^' "nm GABLE TRIM RIGHT WITH BUTLERIB°II ROOF , BUTLERRIB II ROOF AND WALL SYSTEM BUTLERIB 11 -BASE. TRIM INSTALLATION +,°'• ,EN50B1 'COMMON GENERATED MARK 'NUMBERS• ' - - ENB003. GV383 LAPPED -8 NOTCHED FOUNDATION AT FLOOR TINE KV3S7 BUTLERIB H WALL PANEL WITH CLOSURE (<-1:12) • KV3S8 BUIIERIB It WALL PANEL WITH CLO SURE (o -L•12) - SEE DRAWING P-105224, P-105225, AND ` FEET P-105228 FOR DOWNSPOUT INSTALLATION - SEE DRAWING P-104550 _ + 6R0 ROOF PANEL MARK NO.: BRP F F IJ E G G 0_ C C C .I =INCHES - AND RIVET COLOR PART MARK INFORMATION. • -- = FOR GUTTER INSTALLATION - - ••BRU. ° - ., • . •..r JAMB CHANNEL ` .LENGTH CODE 'E: = EIGHTHS i' , BRIT ROOF " ,. R EAVE LOCK -RIVET (096306) , BRIT RIDGE NARKNO.: PRP F F I I_E G G 0 C C C 0 GAGE A . BUTLERIB :' � LONG.WITH .PNU. 00 OPERATIO ROOF PANEL i. WASHER (096304), ' ' LENGTH ,CODE C = FIN/COLOR t •UTTER OUTLET - GUTTER r GUTTER HANGER' .. - • ` :4".EL : • 64049 2) 10AM5F82) ASHIN COVERAGE i (630077)I! G 36`2' COVERAGE12°_-:9/32'�_'I" EGUPoOR TH 11/2•WALL PANEL x LOC( -RIVET TYP.TMP,(095306) FOAM CLOSURE 12-14 X 1 1/4° TORX S.D.S- _SURFACECONDUCTOR PIPEBUND RIVET (TYP.) .. w- (026649)97,365)Ai 6' O.C.(CP41D). - .. < FIELD CUT PANEL ' 2 7/l; ,DRIP GUTTER t •. ` -AS REQUIRED FOR TMP. BEARING'CONDUCTOR STRAP 1 - (OG12)-12'=0'. PANEL OPENING• � BUTLERIB II ROOF PANEL EDGE'CST) �E Fl)ELD a GUTTER COVERAGEORINT TYP. SIDEWALL. 1 4VCI WALL PANELMARK NO: VCI F F -I I E G C 0 C C CoLENGTH CODE O..75 ELB W o . _(4CE75), . o SAVE STRUT " e HEADER CHANN0. iORX SDS (097365) 36' COVERAGE U , _ , ' 2'-0' O.C. - .SMOOTH- .. 12°TYp.� -1 9/32s•.H-- RF DIIIEXTERIOR 1.1/2• .. 'FLOOR UNE •, �_ .•BUTLERIB II PANEL . SDEWALL-• • •..e .APPLY HIGH QUALITY SEALANT (NOT BY B.M.C.) TMP. (Li. GRAY) _ m n • . - •REFER TO DWG. P-104219`FOR•ADOITIONAL INFORMATION . BETWEEN FLASHINGS AND CHANNEL FOR WATER TIGHTNESS. ` INSIDE COLOR 2 7/8 . _ ON INSTALLATION OF THE DRIP GUTTER. VARIES TYP, BEARING ' ,,, . r •� _ SLOPE. RANGE >1/2:12 THRU 3:12 ..1/4-.12- - ''1"J • `3.. e - VCI' WALL PANEL, EDGE - r j m. wlm^an• nm SLOPE RANGE THRU 4:12 ' - 4 INCH DOWNSPOUT AT WALL 2.1 Ane R.,mm o ew • a m.wm .o Av. 10/a/w r.no - GUTTER WTHR. SEAL W/BRII ROOF NV537 HEADER DETAIL - BUTLERIB JAMB' DETAIL - BUTLERIB BUTLERIB.II'ROOF AND. VCI WALL PANELS KV851 BUTLERIB 11 AND SHADOWALL MV090 MITERED BPoI WALL PANEL W/0 WALL CLSR' NV539 °nm n NV662 _ • • L' : • I =INCHES • 00 =OPERATION - - - OU (SIC AL) 6' • , E =EIGHTHS C = FIN/COLOR DING TO PANEL TO STRUCTURAL-/'- 8WP T•(PICAL) AR1E5 ACOS EOULE), _ ROOF INSULATION .FASTENER (SEE SCHEDULE) ` NOTE: FOR ATTACHMENT T0. 5 �BRII WALL PANEL MARK NO.: F F I I E G G 00 C C C - ( (E - BUTLERIB CABLE ANGLE OR EDGE - - - - - BWU — + ROOF PANEL STRUCTURAL. SEE - .. LENGTH CODE ... - 36' COVERAGE OTTOM OF CABLE TRIM APPROPRIATE ENDWALL SAVE STRUT OR _ - R SOFFIT SUPPORT' PANEL DRA`MNC EAVE MEMBER .. _ F - - SMOOTH • BUTLEPoB 11 - - - •. - .7YP.^i • 1 9/32 - SURFACE EXTERIOR 1 1/2' 11 A PANEL - 12' 2. - SAVE STRUT 2'-6° GUS (097364) 2• 2' , GIRT L . ' TYP. OCATE BUND RIVETS (097580) - SIDE LAP PANEL TO • _ 2 7/8°I �I • (2'-0° O.C.) - PANEL FASTENER • . .. Y nP-f� %(Og1 ; (SEE DETAIL WCBO38) BASE ANGLE AS ROOF SLOPE INCREASES OR DECREASES BEYOND CLOSURES SPECIFIED (SHOWN) - • BUTLERIS 11 WALL PANEL FlTUP, IT MUST BE CUT TO LENGTH INDICATED, TO ACCOMMODATE SLOPE - _ ( R WALL INSULATION - SEE SPECIFIC DIMENSION VARIANCE: MINOR NIPPING OF THE FLASHING "FINGERS* MAY BE - - DETAIL FOR- • i VCI WALL PANEL MARK NO.: VCI F FJ I E G.G 0 CCC REWIRED TO AVOID INTERFERENCE FOR PROPER FlTUP. - < WIC ANEL g• 6 REQUIRED) - LENGTH CODE ' BUTLERIB II - ENDWALL CLOSURE SCHEDULE (BRIT SHOWN) 6 B 6 6' 8, BASE TRIM V - ' 36° COVERAGE ROOF SLOPE (RISE IN 12°) !_ RECR� 8 REE SPECIFIC �pFESS Igy4 EXTERN OF SMOOTH :25-.50 .51-1 1.1-1.749' 1.75-2.249 2.25-3 3.1-3.749 3.75-4 ERECTION DETAIL FOR, �Q GPTAIQ cam. 12` ' . 1.9/32—{�— SURFACE 1 1/2'. BRCL12 BRCL12 BRCLIOA BRCLIOA BRCL70A ElfTCL108 BRCL108 BUTLERIB 11 - ALL ROOF SLOPES THRU 4:12 REQUIRED) G� r TYP. TYP. (LT. GRAY) (12'-0') (12'-0•) (10`-0•) (10'-0°) (10'-0`) (10`-0`) (10-0') - SHADOWALL -ROOF SLOPES TO 1/2:12 USE CUT WT USE GUT CUT USE - v - - r♦. FASTENER OESOBPIgN 0' IR' r T r PUNOItD UNCHED , •w rn0 AS IN IN AS IN IN AS - - VATH BUTLERIB II ROOF ¶al C $ 5 rnm t YNSIDE Carni 2 7/6.1 I , IS HALF HALF - IS -HALF HALF IS - 1x0 PART NuuBEA' K VAavuK InxsAAlK�apsn / nm STRUCAW * I/1 y ARESTYP' - PANG T w� oml X " • - ,• - • VCI WALL PANEL -, . SEE DRAWING P-081764 FOR BLIND RIVET COLOR INFORMATION >; TO ar- C IV 1� - - STRUCTMAL .1 ♦.30.5:,1a{LRNI YP909)Y7 - �'Pj '' n OMn•m III BUTLERIB II WALL PANEL 0 ' °" 0 "^' "°° INSULATION TOP OF SIDEWALL °.nm/ID a um BUTLERIB II WALL PANEL INSTALLATION F OF CALF NV663 n BUTLERIB II WALL AND VCI WALL PANELS pv166 ENDWALL CLOSURE SCHEDULE WCB028 MITERED BUTLERIB AND SHADOWALL WITH BUTLERIS ROOF WCB036 PANEL TO STRUCTURAL FASTENER OPTIONS Y• _ 11/28/2017 ^} _ PERMT SET- For Building Dept Approval " ` .: • ' - THE BUTLER MFG, ENGINEERS SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF _ ^. BUTLER MANUFACTURING - ONLY TO THE WORK PRODUCT OF BUTLER • BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE v 1640 GENESSEE ST. KANSAS CRY, M064102 COVERING & TRIM SED'S - • .MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT - • , " REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT - • „ THE BUTLER MFG. ENGINEERS SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. 1°'". o�"1p1 No* V.3W BWIftg Syamme 17-@6918N)1 ' • ' ,- NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND10R ERECTOR IS SOLELY RESPONSBLE FOR ACCURATE _'•"� Geroge Rate - _ DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 1121117 • ' ra. CNoo: Celiforltia •c" CoMtPONENT FURNISHED BY BUTLER EXCEPT 1Dr'' _ ,BAR • ow.wassc TO ANY DESIGN OR PERFORMANCE DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE BUTLER w � . George Rafe _ MAAGMA - • - REQUIREMENTS SPECIFIED BY BUTLER. ERECTION GUIDES, AND INDUSTRY TEMPORARTANDARDSY BRACT WING TO PROPER ERECTION, - B1O1s IlaaRa17 2-* INCLUDING THE CORRECT USE OF TEMPORARY BRACING, Oee•'�'n NTS �• 17-1011 vcwavw 2p77,7g 21 ,STRUCTURAL UNE PANEL TO PANEL 'FASTENER4UTL • ASTENIL TO PANEL • ' .. H BASE'TRIM' WITH PANEL.TO STRUCTUR 2'-6° OC 'BUTLEPoB 11 .. _ 'BUTLERIB II /!FASTENER, 2'-6- D.C. , . • NERS 24`•O.C. (LOCATE FASTENERS AT. ROOF PANEL •ROQF.PANEL/ •' CORR.) SHIFT BASE ANG.E OR BASEBUTLERIB II rGRTHOLES1-I/2° OFF MWULEPANEL NPUNCHED PANELS lCH -_ _ _ _ _ ENDWALL TRIMENDWALL _ _ _ __ TRIMENERS PANEL WITH PANEL TO STRUCTURAL (BRGT20L) (BRGT20R) 6° O.C. (LOCATE 3° FROM PANEL UGATION) JFA SEE DWG. P-081166. SEE -0WG. P-081166 FOAMOCL091RE IPLY S=ALANT(025392),CONTIN000SLYWALL ADAPTER ' WALL ADAPTER(026649) •MASONRY ANCHOR (NOT BY B.M.C.) (WAIOA). (WAIOA SEE' OWG P-081166 SEE DWG. P-081166 S/8° LAP /, FLOOR UNE', .. .. -TORX T-30 SO...' - ((097364).. 2'-0` TORX. T 30 SDS -L_ 097364) ° �. iD .. O.C. °"1 1 • . r...° j-;. (COLOR SUFFIXPURUN OR PURLIN OR . O.C. • - REWRIED)SAVE STRUT SAVE STRUT COLOR(,_0„ i BASE TRIM n (OPTIONAL) BASE GRT ; REIN PoED)FFlx, (BT72A) _ ,: EPoB R PANEL ', II PANEL yyAU. CLOSURE BRCL12) ,,BUTLERIB CLOSURE - 2° (MA%J TO 2' BASE ANGLE (BA22S)'. •' �12'.-0° COVERAGE ENDWALL' (WALL ENDWALL - .(82C012COVERAGE Y OR 4 SEE DETAIL V82 (OPTIONAL) : 2-1/4' • •CLEARANCE •r •SEE DETAIL MV822 - NOTCH FOUNDATION' BETWEEN STRUCTURAL �' - - :. - - ^ • - - ` - .+ • . UNE &BASE TRIM _ .. NOTE .. - . . ' NOTE:. • . ,: E ,- - �. ' _' .• IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE 1F ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE •.•� ' , 1 . r.. • ? - - HIGH WIND GABLE TRIM CUPS ARE REQUIRED. HIGH WIND' GABLE TRIM CUPS ARE REQUIRED. , ? : w ' � • . •,• xr. u¢•my/n Nx an m - - . mumroM lEt On m - .. • : - . - - - MARK NUMBER KEY' ' n A4ft a`'"m . GABLE TRIM 'LEFT NTH BUTLERIB 11 ROOF ''0"1°1'0'^' "nm GABLE TRIM RIGHT WITH BUTLERIB°II ROOF , BUTLERRIB II ROOF AND WALL SYSTEM BUTLERIB 11 -BASE. TRIM INSTALLATION +,°'• ,EN50B1 'COMMON GENERATED MARK 'NUMBERS• ' - - ENB003. GV383 LAPPED -8 NOTCHED FOUNDATION AT FLOOR TINE KV3S7 BUTLERIB H WALL PANEL WITH CLOSURE (<-1:12) • KV3S8 BUIIERIB It WALL PANEL WITH CLO SURE (o -L•12) - SEE DRAWING P-105224, P-105225, AND ` FEET P-105228 FOR DOWNSPOUT INSTALLATION - SEE DRAWING P-104550 _ + 6R0 ROOF PANEL MARK NO.: BRP F F IJ E G G 0_ C C C .I =INCHES - AND RIVET COLOR PART MARK INFORMATION. • -- = FOR GUTTER INSTALLATION - - ••BRU. ° - ., • . •..r JAMB CHANNEL ` .LENGTH CODE 'E: = EIGHTHS i' , BRIT ROOF " ,. R EAVE LOCK -RIVET (096306) , BRIT RIDGE NARKNO.: PRP F F I I_E G G 0 C C C 0 GAGE A . BUTLERIB :' � LONG.WITH .PNU. 00 OPERATIO ROOF PANEL i. WASHER (096304), ' ' LENGTH ,CODE C = FIN/COLOR t •UTTER OUTLET - GUTTER r GUTTER HANGER' .. - • ` :4".EL : • 64049 2) 10AM5F82) ASHIN COVERAGE i (630077)I! G 36`2' COVERAGE12°_-:9/32'�_'I" EGUPoOR TH 11/2•WALL PANEL x LOC( -RIVET TYP.TMP,(095306) FOAM CLOSURE 12-14 X 1 1/4° TORX S.D.S- _SURFACECONDUCTOR PIPEBUND RIVET (TYP.) .. w- (026649)97,365)Ai 6' O.C.(CP41D). - .. < FIELD CUT PANEL ' 2 7/l; ,DRIP GUTTER t •. ` -AS REQUIRED FOR TMP. BEARING'CONDUCTOR STRAP 1 - (OG12)-12'=0'. PANEL OPENING• � BUTLERIB II ROOF PANEL EDGE'CST) �E Fl)ELD a GUTTER COVERAGEORINT TYP. SIDEWALL. 1 4VCI WALL PANELMARK NO: VCI F F -I I E G C 0 C C CoLENGTH CODE O..75 ELB W o . _(4CE75), . o SAVE STRUT " e HEADER CHANN0. iORX SDS (097365) 36' COVERAGE U , _ , ' 2'-0' O.C. - .SMOOTH- .. 12°TYp.� -1 9/32s•.H-- RF DIIIEXTERIOR 1.1/2• .. 'FLOOR UNE •, �_ .•BUTLERIB II PANEL . SDEWALL-• • •..e .APPLY HIGH QUALITY SEALANT (NOT BY B.M.C.) TMP. (Li. GRAY) _ m n • . - •REFER TO DWG. P-104219`FOR•ADOITIONAL INFORMATION . BETWEEN FLASHINGS AND CHANNEL FOR WATER TIGHTNESS. ` INSIDE COLOR 2 7/8 . _ ON INSTALLATION OF THE DRIP GUTTER. VARIES TYP, BEARING ' ,,, . r •� _ SLOPE. RANGE >1/2:12 THRU 3:12 ..1/4-.12- - ''1"J • `3.. e - VCI' WALL PANEL, EDGE - r j m. wlm^an• nm SLOPE RANGE THRU 4:12 ' - 4 INCH DOWNSPOUT AT WALL 2.1 Ane R.,mm o ew • a m.wm .o Av. 10/a/w r.no - GUTTER WTHR. SEAL W/BRII ROOF NV537 HEADER DETAIL - BUTLERIB JAMB' DETAIL - BUTLERIB BUTLERIB.II'ROOF AND. VCI WALL PANELS KV851 BUTLERIB 11 AND SHADOWALL MV090 MITERED BPoI WALL PANEL W/0 WALL CLSR' NV539 °nm n NV662 _ • • L' : • I =INCHES • 00 =OPERATION - - - OU (SIC AL) 6' • , E =EIGHTHS C = FIN/COLOR DING TO PANEL TO STRUCTURAL-/'- 8WP T•(PICAL) AR1E5 ACOS EOULE), _ ROOF INSULATION .FASTENER (SEE SCHEDULE) ` NOTE: FOR ATTACHMENT T0. 5 �BRII WALL PANEL MARK NO.: F F I I E G G 00 C C C - ( (E - BUTLERIB CABLE ANGLE OR EDGE - - - - - BWU — + ROOF PANEL STRUCTURAL. SEE - .. LENGTH CODE ... - 36' COVERAGE OTTOM OF CABLE TRIM APPROPRIATE ENDWALL SAVE STRUT OR _ - R SOFFIT SUPPORT' PANEL DRA`MNC EAVE MEMBER .. _ F - - SMOOTH • BUTLEPoB 11 - - - •. - .7YP.^i • 1 9/32 - SURFACE EXTERIOR 1 1/2' 11 A PANEL - 12' 2. - SAVE STRUT 2'-6° GUS (097364) 2• 2' , GIRT L . ' TYP. OCATE BUND RIVETS (097580) - SIDE LAP PANEL TO • _ 2 7/8°I �I • (2'-0° O.C.) - PANEL FASTENER • . .. Y nP-f� %(Og1 ; (SEE DETAIL WCBO38) BASE ANGLE AS ROOF SLOPE INCREASES OR DECREASES BEYOND CLOSURES SPECIFIED (SHOWN) - • BUTLERIS 11 WALL PANEL FlTUP, IT MUST BE CUT TO LENGTH INDICATED, TO ACCOMMODATE SLOPE - _ ( R WALL INSULATION - SEE SPECIFIC DIMENSION VARIANCE: MINOR NIPPING OF THE FLASHING "FINGERS* MAY BE - - DETAIL FOR- • i VCI WALL PANEL MARK NO.: VCI F FJ I E G.G 0 CCC REWIRED TO AVOID INTERFERENCE FOR PROPER FlTUP. - < WIC ANEL g• 6 REQUIRED) - LENGTH CODE ' BUTLERIB II - ENDWALL CLOSURE SCHEDULE (BRIT SHOWN) 6 B 6 6' 8, BASE TRIM V - ' 36° COVERAGE ROOF SLOPE (RISE IN 12°) !_ RECR� 8 REE SPECIFIC �pFESS Igy4 EXTERN OF SMOOTH :25-.50 .51-1 1.1-1.749' 1.75-2.249 2.25-3 3.1-3.749 3.75-4 ERECTION DETAIL FOR, �Q GPTAIQ cam. 12` ' . 1.9/32—{�— SURFACE 1 1/2'. BRCL12 BRCL12 BRCLIOA BRCLIOA BRCL70A ElfTCL108 BRCL108 BUTLERIB 11 - ALL ROOF SLOPES THRU 4:12 REQUIRED) G� r TYP. TYP. (LT. GRAY) (12'-0') (12'-0•) (10`-0•) (10'-0°) (10'-0`) (10`-0`) (10-0') - SHADOWALL -ROOF SLOPES TO 1/2:12 USE CUT WT USE GUT CUT USE - v - - r♦. FASTENER OESOBPIgN 0' IR' r T r PUNOItD UNCHED , •w rn0 AS IN IN AS IN IN AS - - VATH BUTLERIB II ROOF ¶al C $ 5 rnm t YNSIDE Carni 2 7/6.1 I , IS HALF HALF - IS -HALF HALF IS - 1x0 PART NuuBEA' K VAavuK InxsAAlK�apsn / nm STRUCAW * I/1 y ARESTYP' - PANG T w� oml X " • - ,• - • VCI WALL PANEL -, . SEE DRAWING P-081764 FOR BLIND RIVET COLOR INFORMATION >; TO ar- C IV 1� - - STRUCTMAL .1 ♦.30.5:,1a{LRNI YP909)Y7 - �'Pj '' n OMn•m III BUTLERIB II WALL PANEL 0 ' °" 0 "^' "°° INSULATION TOP OF SIDEWALL °.nm/ID a um BUTLERIB II WALL PANEL INSTALLATION F OF CALF NV663 n BUTLERIB II WALL AND VCI WALL PANELS pv166 ENDWALL CLOSURE SCHEDULE WCB028 MITERED BUTLERIB AND SHADOWALL WITH BUTLERIS ROOF WCB036 PANEL TO STRUCTURAL FASTENER OPTIONS Y• _ 11/28/2017 ^} _ PERMT SET- For Building Dept Approval " ` .: • ' - THE BUTLER MFG, ENGINEERS SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF _ ^. BUTLER MANUFACTURING - ONLY TO THE WORK PRODUCT OF BUTLER • BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE v 1640 GENESSEE ST. KANSAS CRY, M064102 COVERING & TRIM SED'S - • .MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT - • , " REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT - • „ THE BUTLER MFG. ENGINEERS SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. 1°'". o�"1p1 No* V.3W BWIftg Syamme 17-@6918N)1 ' • ' ,- NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND10R ERECTOR IS SOLELY RESPONSBLE FOR ACCURATE _'•"� Geroge Rate - _ DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 1121117 • ' ra. CNoo: Celiforltia •c" CoMtPONENT FURNISHED BY BUTLER EXCEPT 1Dr'' _ ,BAR • ow.wassc TO ANY DESIGN OR PERFORMANCE DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE BUTLER w � . George Rafe _ MAAGMA - • - REQUIREMENTS SPECIFIED BY BUTLER. ERECTION GUIDES, AND INDUSTRY TEMPORARTANDARDSY BRACT WING TO PROPER ERECTION, - B1O1s IlaaRa17 2-* INCLUDING THE CORRECT USE OF TEMPORARY BRACING, Oee•'�'n NTS �• 17-1011 vcwavw 2p77,7g 21 . , 'ROOF UNE' IS THE BO170Y MBIA£ Of ROOF PANELS. . . .. .. .. 'EAVEMOCHT = FLOOR LIKE TO TOP GF.PURUN/GABLE'ANGLE. . POST OR - - •. ' - • STANDAR BASE AOJUSn@1P. ADDU/B' FOR NOTCHED OR LAPPED BASE OONOIncti - • STRUCTURAL . •WALL PANEL y DEDUCT 1/B' FGR FW9H BASE CONDITION. (SEE DWG. P-081513) . CAPILLARY BREAK' - , EAVE HEIGHT ADJUSTMENT .. - (SEE NOTE). - .' W FOR YR -24 ROOF WIN OUT THOTMAL BLOCKS .. • Y .. .. 1/4" FOR INSULATION BRIDGE (TOP OF RAKE CHANNEL) , • .. ` - 12 TOP OF - .. ROOF UNE PANEL TO PANEL PANEL' TO PANEL - ., s %•1--- GAB1E'AWG E/RGDF LINE FASTENER (097364) - - i 'FASTENER (097364) • : r -2-67 O.C.. FIELD FACED FIELD - - FIELD REMOVE INSULATION DRILL HOLES ' . • o -'� t INSULATION AT POST OR STRUCTURAL :. _� .., • , Pu¢L J _ (SEE NOTE) . t• • `STARnxc RISE . . . D PANG Y CONTI GABLE TRIII 3'd. PAND. WDT/NOTE PANG RISE 38 TYPICAL 1 ' • - WALL PANEL.. I WALL PANEL. PANEL LENGTH -'EAVE •NEIOIf 0O1. "A' k BASE GONG: ADL + AVE lElfBi ADJIISMFN ' - •� FOR PANEL LENGTHS WITH CUR -24 ROOF'USE ' ! �.. . • lei? •A'. • FAWN HEIGHT - 01M. 'A' - 4/- BASE CONDITION NOTE: = .. • .. : CORNER -TRIM (BRCT12) .. D.m:12 TxRu B9&@ 1/B'. 4 (10CID INS: THIL 4 .8125' (UNFR PId + 0.25) IMPORTANT APPEARANCE ITEM... ,, .. - .. 12'-0' LONG. FIELD ' •' 1.0012 1' '•'00 S OF ROOF SLOPE)' FIELD TRIM INSULATION S0: THAT THERE IS A MAXIMUM. OF, 3" ` , NOTE:, 'CUT OR LAPAS; REQUIRED THICKNESS BETWEEN STRUCTURALS AND PANEL CORRUGATIONS. AS YOU FACE THE BUILDING FROM THE OUTSIDE, .THE CORRUGATION •� � y � • � ' ' Nom• - .WHEN TRIMMING THE INSULATION, BE CAREFUL NOT TO CUT WITH' THE CAPILLARY BREAK IS ON THE RIGHT HAND EDGE+OF THE ON STANDARD 'ROOF SLOPES 1/4.1 AND 1:H2 t l VAPOR RETARDER.. PANEL' AND THE PANELING MUST BE INSTALLED FROM LEFT TO RIGHT - • • - AT LEAST SLE PUNCHED PANEL PER PAN ELi Wl! ALIGN • , .WIN A HOLE IN THE CABLE ANGLE OTHER SLOPES (NON-STANDARD) . i' -` • WLL REQUIRE FIELD RULING FOR PANEL CONNECIION TO GABLE ANGLE PANEL ROOF . WALL PANEL OPERATION CODES, • LOCATION SYSTEM (BNP) 'PUNCHED (BWU) UNPUNCHED ' BUTLERIB� II:ENDWALL STARTER PANEL 1/4:12 AND 37 WC8037 • AT ENownu PusT OR sTRucTueAL 12:12 WC8040 2:112. • • 7B ENDWALL ALL ROOFS ALL. SLOPES (s0)' 35 EAVE HEIGHT.AD•AISTMENT 4:12 34 ; OTHER.SLOPES 37 I' J/B' FOR 1 j4:12.1HRU 1:12 aOPE - • _1/4:12 ANO - i '4 ` ' 1 I/4' FOR > 1:12 1HRU 2:12 SLOPE 1 2:'A 1:12 40 - 2:12 77 ENDWALL HEADER ALL ROOFS �' SLOPES (50) 35 . ' .. •• 4• '� 4:12: 39 . GABLE ANGLE OTHER -SLOPES 36 • - ' 1/4:12 .. 1/4:12 i - _ :. " : TO, ' (MT) -BB TO (MT) EE -• ', :.4.99• 2.99 .- ,MIGH BR' II 3:12 . - 3:12 SIDEWALL'. TO -•(MT) AA TO .(MT) FF • ' 4- k 12 •. ' 4:12 '.' NR 24 .. . (SO) 37.: (SO) �35 - 1/4:12 ' 1%4:12 - - .. TO (MT) 00. TO'. (MT) EE, ' • .� " . ,2.99' 2.99LOW/NIGH ' CABLE BRII' 3:12 : - 'CC 3:12 •• -•TO' ..0 oAN HEADER MEAGER . TO (N T) ' '4:124:12 (MT) FF • ' NR -24 72 R4 .ALL SLOPES (SO) 3B' ALL SLOPES (SO) 35. a'0"II0A"A' m 3 1%2" AND 4"* INSULATION' FOR BRII WALL "•''°A4"�'A' Mem SIDECAP FOR. BUTLERIB' II PANEL m.umWmn, wm OUTSIDE CORNER ;TRIM BUTLERIB,II WALL u"M2mAN. cnm BUTLERIB� II:ENDWALL STARTER PANEL "'° 00 °/ m BUTLERIB II WALL PANEL: SCHEDULE WC8037 AT ENownu PusT OR sTRucTueAL wCB038. .WALL WC8040 WC8043 SOVARE CUT FOR SLOPES TO t:1z' WCB044, ENowuL ANTI sNoewALL PANELS.(SOUARED/MITERED) EAVE HEIGHT.AD•AISTMENT ; I' J/B' FOR 1 j4:12.1HRU 1:12 aOPE - . - i '4 - ' 1 I/4' FOR > 1:12 1HRU 2:12 SLOPE }; , - TOP OF BRII ROOF ' .. •• 4• _ :1 • - '.. . GABLE ANGLE • .. .. . • . 'w ` _ - - _ :. " : GABLE _ .. • - '- n .. - { • ' • .� " ' CABLE ,. _ ..0 oAN . i-OLEmPURUN _ •PUNCHED PANEL - Y, .. • .. .. J .. ATTACHMENT PANEL LENGTH = EAVE HEIGHT. .. - .. .. .. .. - BASE COND. ADJ. .. 1 ., • .. , m + EAVE HD(i1T ADJUSTMENT .._h , . _ _ •. : . / „r !PUNCHED PANEi ATTACMENT .. • �1 • - .. , LINE •'F SElF-DRILLING SCREWS. INSTALL 4 2 DO. TO CLEAR STRUCTURAL .. '7 s - .. .. - . • OLES IN ES. GIRT AND BASE ANGLE' .. •• .. 1 ¢ .. - .• 1. PDD 5/8" WHEN PANEL IS LAPPED BELOW FLOOR - r ." . - ' SLE NOTES - .UNE FOR NOTCHED AND LAPPED BASE CONDITIONS '.I AND 2 2. DEDUCT 1/8' WHEN PANEL BASE CONDITION 6 • ,. .,, .. •. °,. •. ' .. - RUSH VAIN TOP OF WALL (SEE. DWG P-081513)" - • 't • .1�„- = .. - - .. . BRII MITERED SW PANEL WITH BRII ROOF ” WCB045 1/4:12 TO 1.99:12 SLOPES L - _ • �UTT'E GOUN. ' BUILDING DIVISION A APPROVED ' �pFESS 1O� _ �Q GpTAL ' c8 cn * In sT CIV0- OF CAQ - - - sa �. - , .' I 1/28/2017 PERNOT SET- For Building Dept Approval _ - ^ - THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ' BLITHER MANUFACTUPoNO ' - .ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 G ENESSEE ST. KANSAS CITY, NO 64iO2 COVERING & TRIM SED•S ' MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT - - • REQUIREMENTS SPECIFIED BY BUFLFR. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT - _ NG THE BUTLER MFG. ENEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. �� NOM Valley BOI16ng Systeme 17-026910-01 ' - NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE o"Geroge Rete n 11!21177 " COMPONENT FURNISHED BY BUTLER EXCEPT GOOD QUALITY WORKMANSHIP N ERECTING THIS BUILDING IN ACCORDANCE WITH THIS - '�` CNco, Calibrlda `� - ` TO ANY DESIGN OR PERFORMANCE DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE BUTLER MFG: ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, "me•T G—p Rete MAAGMI REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS - aacoreoO.. 17-1071 ' •Tem._ '2017.2a — 22 i 'REFERENCE NOTES: 1. ALL BOLTED AND WELDED JOINTS ARE DESIGNED FOR FORCES FROM CODES AND -LOADS SPECIFIED BY CONTRACT AS SHOWN.ON CODES AND LOADS PACE OF THESE DRAWINGS (PACE 2). 2. CONNECTION DETAILS SHOWN'ARE REPRESENTATIVE OF TYPICAL CONNECTIONS. FOR .CONNECTON SPECIFIC INFORMATION. SEEFRAME CROSS SECTIONS FOR PLATE THICKNESS, AND .NUMBER -AND SIZE OF.BDLTS.. F .3.' 'SEE DETAIL 1 FOR MOMENT CONNECTION BOLT CONFIGURATIONS. NUMBERS INDICATE CONFIGURATION ID NUMBER. SEE"BOLTED1END-PLATE CONNECTIONS"• 'TABLE IN :THE DESIGN CALCULATIONS,f FOR MEMBER SPECIFIC PLATE ID NUMBERS CALLED FOR BY DESIGN FOR EACH CONNECTION., .�. . -4. ALL WELDING IS DONE WITH E70 LOW -HYDROGEN ELECTRODES, IN ACCORDANCE WITH -AWS A5 -FILLER METAL' SPECIFICATIONS AND CSA STANDARD W4B=FILLER METALS.AND ALLIED -MATERIALS •" ° "' FORY. �. METAL ARC HA WELDING. WELD PROCESSES USED IN EBNA SHOPS ARE CMAW ND WELD AND SAW MACHINE WELDING,. ALL -SHOP WELDING IS DONE BY AWS OR'CWB CERTIFIED WELDERS, .5.. FILLER METALS MEET OR EXCEED REQUIREMENTS OF AISC-341 - SEISMIC PROVISIONS FOR DEMAND CRITICAL WELDS. • MINIMUM aCVN OF 20 FT' LBS 00 DEC F AND 40 FT -LBS 0 +20 DEG F. 6-. 34LATE FLANGES. WEBS AND ,HSS SECTIONS MAY BE, RANDOMLY SHOP SPLICED WITH. CJP WELDS TO MAKE. UP 'A FULL 'LENGTH SHIPPABLE MEMBER.- GUSSETS EMBER. GUSSETS WHEN REQUIRED BY DESIGN , . '+' GUSSETS WHEN REQUIRED BY DESIGN FLUSH - UNSTIFFENED + a o OR STITCH CJP w a TYP 1 1/2" — 3 (10 GA. WEB v o . a I • 2— 3 3/tfi 81/4 4 — a 06 =1/2 WEB ' 11' 12 13 14 51 52 53 54 ' EXTENDED - UNSTIFFENm —_---_------ IONS+ ROWS CUT v:. ROWS OUT T r+ O 0 e a e a e'o e a e a e a e e e e eeee e e e e a D a D a v ALTERNATE OUT PLATE . TYP „- FF.' (SX) TYP 31 32 33' 71 72. 73Rmo ROWS R616 IN .' -. EXTENDED - STnENEO.(GUSSEO. IN IN` A LTE INATE - r BOLTING. + . OR PLATERIDGE . .OR C.P .flAFTER - 'CNE OR - .. CUP TWO SIDE .\ FILE4 41 42 43 Bl - B2 83 1 1/2" - 3 (1D GA. IVES °, `+ DESIGN MOIZER DEPTH' _ + MINIMUM BOLT SPACING IS 3' U.N.O. 2 - 5 (3/16 a 1/4 V01. 'CJP 4 - 8 5/16 - 1/2 WFB ' ALTERNATE SEE 'BOLTED END-PLATE CONNECTION` SECTION OF BOLTING DESICN CALCULATION FOR PLATE ID PLATE DETAIL 1 MOMENT CONNECTION CONFIGURATIONS. DETAIL 2 'HAUNCH CONNECTION. DETAIL 3 BOLTED RAFTER SPLICE CONNECTIONS DETAIL 4, FRAME CONNECTION AT INTERIOR COLUMN 'rss a:n ss-eoen rwD teas ten - - a. . FLANGE PLATE - GENERAL NOTES: THE FILLET WELD SHALL BE ` COLUMN (CX -)-OR (ICx-). OLLIMN (TCX-) OR (PDX-) CONTINUOUSLY SUBMERGED ARCBOTH FLAHOES AS �U�E.C�UNN WELDED ONE SIDE OF THE MB TO • -r ' - •lwE6 PLATE' MINNUN LIJET WEL SZE SHALL BE � , BUILDING DIVISION TAKEN FROM TABLE BELOW. • • ' APPROVED ONE OR I j .—TUBE OR'PIPE COLUMN MDI. r FILLET i i �ypFFSS IC41y MNMLN RUET MOD SIf3 NSA CAI00A 3 NOON) (AW=.I-TAaE Sq1 �P GpT.ALo - .. r i ; i ,• y.�.. RAMEE THICIN •' ' Uw , .�QO 1^ ONE OR I mum I,m 1R' DAr W' .ix sx. IN a I I/r I Ile 1°j4• N y ? I a^ C 85445 TWO SIDE - i ' i . _. a to ,/+ ,N IN ,Ar' ,N ,Ar • lAr W 'W W Ile - - * . * . . t ' OR C.D - FILLETASE PLATE .. i : i 'BASE PLATE . r w• • IN IN 1N IAT 1N IN Vr W W Vr IN `Plq � C11V 1 �a�P 3Ar 1N 1N 1N 1N 1N 1N yr, . vr 3/1r 3/W', 3AV lF OF CAL\FdI` - ,K ,A• ,N ,N ,Ar, .,N 1/r Ve yn• zW VW. V,A• - _ . • - Mr IN ,A' DAN. aAr aAr Mr y,r me VW.. W AY,s• , 11/2812017 . ' .• - - . • )N 1N 1N Mr mr mr 3Ar Anr 4Av 3/W 31w 3/M, ,N TAN ]Af 4Ar ,Ar jAr °ne vw v,°' Vr• PRIMARY FRAME CONNEC11ONS PAN .Ar JOV . ve or or ve V4' • 1/0, - . BOLTED AND WELDED' 1N TAP 7QP iQP IN Vf yIV D/Ir 6/IV E/IP 9�°T jiy URWP NUIBFPDETAIL5TYPICAL BASE PLATE CONNECTION DETAILa TYPICAL BASE PLATE CONNECTION. DETAIL'7 TYPICAL NOTES` ^a*°A= 1�B MRD50DKKAs Aou� m m DISIUi DmlDl m pD. - nma,m= w Yllx i ® (17 01 09 08 08 ' PERMIT SET- For Building Dept Approval THE BUTLER MFG.ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING- • - • • ONLY 70 THE WORK PRODUCT OF BUTLER BUTLER MFG. IT PROVIDED SOLELY FOR ERECTING THE BURRING DESCRIBED IN THE _ 11FG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE R 161043ENESSEE ST. KANSAS CITY, Mo calm NBtD50 DRAWING REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT - THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG.' eY. - - NOM VaOey Bwldrg System°.. 17.07&070-01 • - NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE - °'sr� .Gwop Rats are ' DESIGN OF ANY OTHER PRODUCT OR (,ppD QUALfTY WORKMANSHIP IN ERECTING TMS BUILDING IN ACCORDANCE WITH THIS - Bj/1n.ER 11R7/L7 T°" CNco, C°liforde COMPONENT FURNISHED BY BUTLER EXCEPT - oswv oan 1 TO ANY DESIGN OR PERFORMANCE DRAWING, DETAILS REFERENCED IN THIS DRAWING. !LLL INGAPPLICABLEPRO BUTLER MFG. / . ' REQUIREMENTS SPECIFIED BY BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,' ' Georpe Rafe B16T INCLUDING THE CORRECT USE OF TEMPORARY BRACING. .NTS - Dacaysooa. 17-1071 wcva+sDe p17,Zg _. mwvoscie - 3 I a D 0 D a D a e a e a a a D a a D BOLTING. + . OR PLATERIDGE . .OR C.P .flAFTER - 'CNE OR - .. CUP TWO SIDE .\ FILE4 41 42 43 Bl - B2 83 1 1/2" - 3 (1D GA. IVES °, `+ DESIGN MOIZER DEPTH' _ + MINIMUM BOLT SPACING IS 3' U.N.O. 2 - 5 (3/16 a 1/4 V01. 'CJP 4 - 8 5/16 - 1/2 WFB ' ALTERNATE SEE 'BOLTED END-PLATE CONNECTION` SECTION OF BOLTING DESICN CALCULATION FOR PLATE ID PLATE DETAIL 1 MOMENT CONNECTION CONFIGURATIONS. DETAIL 2 'HAUNCH CONNECTION. DETAIL 3 BOLTED RAFTER SPLICE CONNECTIONS DETAIL 4, FRAME CONNECTION AT INTERIOR COLUMN 'rss a:n ss-eoen rwD teas ten - - a. . FLANGE PLATE - GENERAL NOTES: THE FILLET WELD SHALL BE ` COLUMN (CX -)-OR (ICx-). OLLIMN (TCX-) OR (PDX-) CONTINUOUSLY SUBMERGED ARCBOTH FLAHOES AS �U�E.C�UNN WELDED ONE SIDE OF THE MB TO • -r ' - •lwE6 PLATE' MINNUN LIJET WEL SZE SHALL BE � , BUILDING DIVISION TAKEN FROM TABLE BELOW. • • ' APPROVED ONE OR I j .—TUBE OR'PIPE COLUMN MDI. r FILLET i i �ypFFSS IC41y MNMLN RUET MOD SIf3 NSA CAI00A 3 NOON) (AW=.I-TAaE Sq1 �P GpT.ALo - .. r i ; i ,• y.�.. RAMEE THICIN •' ' Uw , .�QO 1^ ONE OR I mum I,m 1R' DAr W' .ix sx. IN a I I/r I Ile 1°j4• N y ? I a^ C 85445 TWO SIDE - i ' i . _. a to ,/+ ,N IN ,Ar' ,N ,Ar • lAr W 'W W Ile - - * . * . . t ' OR C.D - FILLETASE PLATE .. i : i 'BASE PLATE . r w• • IN IN 1N IAT 1N IN Vr W W Vr IN `Plq � C11V 1 �a�P 3Ar 1N 1N 1N 1N 1N 1N yr, . vr 3/1r 3/W', 3AV lF OF CAL\FdI` - ,K ,A• ,N ,N ,Ar, .,N 1/r Ve yn• zW VW. V,A• - _ . • - Mr IN ,A' DAN. aAr aAr Mr y,r me VW.. W AY,s• , 11/2812017 . ' .• - - . • )N 1N 1N Mr mr mr 3Ar Anr 4Av 3/W 31w 3/M, ,N TAN ]Af 4Ar ,Ar jAr °ne vw v,°' Vr• PRIMARY FRAME CONNEC11ONS PAN .Ar JOV . ve or or ve V4' • 1/0, - . BOLTED AND WELDED' 1N TAP 7QP iQP IN Vf yIV D/Ir 6/IV E/IP 9�°T jiy URWP NUIBFPDETAIL5TYPICAL BASE PLATE CONNECTION DETAILa TYPICAL BASE PLATE CONNECTION. DETAIL'7 TYPICAL NOTES` ^a*°A= 1�B MRD50DKKAs Aou� m m DISIUi DmlDl m pD. - nma,m= w Yllx i ® (17 01 09 08 08 ' PERMIT SET- For Building Dept Approval THE BUTLER MFG.ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING- • - • • ONLY 70 THE WORK PRODUCT OF BUTLER BUTLER MFG. IT PROVIDED SOLELY FOR ERECTING THE BURRING DESCRIBED IN THE _ 11FG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE R 161043ENESSEE ST. KANSAS CITY, Mo calm NBtD50 DRAWING REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT - THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG.' eY. - - NOM VaOey Bwldrg System°.. 17.07&070-01 • - NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE - °'sr� .Gwop Rats are ' DESIGN OF ANY OTHER PRODUCT OR (,ppD QUALfTY WORKMANSHIP IN ERECTING TMS BUILDING IN ACCORDANCE WITH THIS - Bj/1n.ER 11R7/L7 T°" CNco, C°liforde COMPONENT FURNISHED BY BUTLER EXCEPT - oswv oan 1 TO ANY DESIGN OR PERFORMANCE DRAWING, DETAILS REFERENCED IN THIS DRAWING. !LLL INGAPPLICABLEPRO BUTLER MFG. / . ' REQUIREMENTS SPECIFIED BY BUTLER ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,' ' Georpe Rafe B16T INCLUDING THE CORRECT USE OF TEMPORARY BRACING. .NTS - Dacaysooa. 17-1071 wcva+sDe p17,Zg _. mwvoscie - 3 I