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Home My WebLink AboutSITE PLAN9`. MINOR ADJUSTMENT TO MINOR IqL Ivy i g I/R rna u row n RIM=20.98 aDN WA y _ 11Y 11NE ASPNN.T CYCLONE DRIVE INV=20J \\�'Ij 6tlM�� O I �Am I I �5 — ® — 1.. a D I Q, 11 �< Y�lill lill L' �Z J.11LiJ_1,.6AL j m 9N �8 �NW21.3 COMEREI' CONC P �1//---INV=20.86 W� 1(Pm I i 7 CPA J'2' R OI T SpA FxD IR (NO 1.) f1� Ll ENV-20.J6 NTIB (NO�iD) 2119' � C N.S "FFI©r,.,rr1 C7'nr rf � —.1.. (DRY) JETAREA ��. i'L'1 4 h PDMJ FA F. h�A 18 � IW v mNfRB �P 4 1o>°vapiDl oxr '.: RATG90OMD Fl(IBPNGUR I Buun G Ij LI FFE-24.05 D iTE=24.ON .!r VENT MAIK 0.0300 COCOVECCO ro �b l a - - >>'--N / ACREAGE �PCSSISLE FND "I L.� ENCROACHMENT (ND 10) (PoL AND NU) 0.1 rasn A, i SITE PLAN I I SE9'47'12"W NOO'13'54'W CYC 25.00' —r-r----- 615.7 1 INV-21.20 ._ i Y— X w N !n O �w CX E' 11NK FENCE E V r—T, ca�rnED �CONC nsnNO 1 1 Rulomm L� FYE=rJ L2L22j I 7-snH CONT. € r CC I o¢ 1 I c ov LC RELOCATED SEPPC pRNNFlEllI N6'I ST.. PoPIa YIp SOO.11'17"E _ _ 1252.43' sWF UNPLATTED----' / ACREAGE SCANNED BY St. Lucie County PLANT LIST MIBOL OWSRNr NWE SIE N= p 12 wp WI[IIE T' TO S' ® B suupx¢ 1mE T TO 3' Cumm-r ro r ® 2 sw0 Ni vx T TO p 2 WdM1E AEC GEA Tm.61E r ® 3 OS, V. mmy aR AtzwvN roar T• l0 G• p 1 sam¢Fx uvmOr, ® IYL11511NY M E IB• TO 24- RURPF.ID• o.0 ® ERT. ertulatts A s�mms L SuW NOTa90 -ILL LINDSG MO SIGIL BE M ACCORDANCE PITN SECTION SES00 LNDSC XC AND SCRSENLNG MGZAMnDNS CP r" Sr LUM D➢DNTY ORDINANCE LATEST EDTRON ALL GPEN SPACES SHILL BE FULLY SODDAD OR SEEDED E'ECEW M SK"S AAD OTIB'R SROMON AREAS SOLD SOD SBA" BE USED. AU LINDSDAPa SHAYS BIVE A R AD¢Y AVIBIBLE FATER SUPPLY pTRBl fOV FEET OP A" P"NT YITER . -ILL BEDS AND PYA O AREAS ARD W BE NI6CRED AFTER COID'LSRON aim. Y CR IS TO BE Y .. P NCHSS DEEP BF KCLSDRE .. -ALL WCBT-OF-MAY AREAS Am TO BE rvIzr SOD➢sS TO EDGE OF ROAD IAT. -A" MRS ARE TO BE Y .. r FEET N BE)CRT AT ZME OF P"NTNC AAD RAYS A CALYPER OF 1• NCR AT A.6' FRET ABOW GROUND WW )NSTAMES. -A" SWUBS AA HEDGES AM TO BE tl . W COONS N MOST AT n OF PLLY a CINROi WOOD AND SIMPM OAK THUS SBALL NOT BD USED TO W?"U AOSSNO OR DA,= LAFOSWP THESB TREES SBA" BB SODSntOTLD M H APPROPE'D NATTU TRESS AND "aT = S)SS SPECTLCITIONS MQUIW➢ DT LLVD DEVKLOPIIKM CODE T.09.OSS. NOTE, -LANDSC4PNG SHOW IS PER LS. PLLN APPROVED 6/9/09 -ALL DANICBD DR REMOVED ILVDSWMO MUST BE RD ,IC -THE PURPOSE OF rMS SITB PIAN ADFIl NT IS TO CONSTRVI7 AN ACCESORY BURBNC (10.000 SF. COVBEED CONCRRTB P"YGBOUND) SITS vATA PIRCEL SEE: f80,191 SP / 160 ACRES 20NDlL: "STROTIONAL FUTURE "ND USE: ACR=T=$L-2.S EnSTNC USE. PIACS OF MOR9IIP AND PROATR SGNOOL (PM R(A) TO OAADE 12) PROPOSED USE: COVERS➢ 10.000 S.F. PLAYGROUND XMMO AND PROMSED BU WGS: 2f.48S SF SNFITIL85: SA SP PAVBILSNR 22,243 SF TOTAL A0IM I78 ARFJ: 51.163 SF / 1.11 AC. /26S p,,, . PARSN6 RSQB ➢: A,4O0'SF / 1.000 s£ z 8.S1 sP M . 21 SFANYYRD SPACES I R 1. SP. PER 2S PM"NC SP. = 2 R VA B 1. SPACES PAFR(NC PROfIDBD: AB ST4YBM0 MOTS 1 RANDYLN SPACES ltEDNB&D PROPOF. M YINBNY LOT SIZE: "P. SR 200,2T8 SJ. OAVM LOT Mmm, 1001.252' RNBNN ROAD FROBTAGE: 60' 307, MAYDIBM BLDG R6mRT AO' f�, U ry q ti 22 0 R'.zq o adx wV y 0 U lla m® W,p�9 m.N e'FiCC�� Q NOTE: NEW B"0. SETBACES MOW ON SM P"N =MG SETSAM SNOW ON SDRVST SITE DATA, T'HE SOUTN 1/2 OF TB8 EAST 1/Y OF FEE "a IA OF = SOOTRWASr 1/4 OF TRS NORTBE.IST 1/1 OF SECTION E. TUMSBTP 36 SOUS$ RLYGE 39 ELST, EYCSPTLK TNERFROR A" WORTS -OF -WAYS FOR DRILVAGE GNALS AM POBLC ROANS. AND SUBMCT TO AN EISEMENT FOR PR ATS DRTVEWAT ADN DRAA'CE PURPOSES OVER WE MESI' 25 FEET OF THE "On TRACT. ST. LUG$ mvN . FYDR "SS AND SECS TILE MESP 26 FRE'T SITE PLAN ADJUSTMENT APPROVED % ens i�-ozo'' Al�AIXc6N'.1mOx IRIar^1•.B L DO�e a.Cea Lli'G�Ji 1 01 ; MAY ZG)7 RF..EI'JED SHEEF C1 N' DRAWING INDEX DRAWING RELEASE HISTQ!Y GENERAL NOTES DRAWING TITLE PAGES TYPE DATE DESCRIPTION MATERIALS ASTM DESIGNATION COVFA SHEET t AneM1nr Sad Drawings 51I5211. FOR CONSTRUCTION 3PLATE WELDED BECTIONS A52BASY2,g1011.A10t8 GRADE 55 GD-DGO SPACE SPMEG LIGHT GAGE5NME5 AESi,A1011 GRADE. AS]2,A510 GRACE SB CODES AND LOADS 2, Pemtit Sawing. SBI PERM SET -Fee BuiNF DNA. APPrerel B B[/TLER HOT ROMED HOT POLLED ANGLESMU PE5 A4AST2,ASZ.AAG2 2 GRACE 50 HOTA52B. A5]2.PSBB. A992 GRADE 50 NOTES 4 ® OW STRUCTURAL HOLLOW STRULTUPPLSECTpN(HBB) AGC GPADEB LIADDWG A653, q]92 GMOE500R GRADE BO ANCHOR ROD PLAN BG PRI.WLY STRUCTURAL 7-13 HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS BECO IDA YSTRUC Ugq y21 Manufacturing IT S THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER NOT TGHTNESS IN ACCORDANCE WITH APPLICABLE Butler REGULATIONS. SEE ROW SPEOIFgATGN FORSTRUCT.RALJOINTS HONG HIGH STRENGTH BOLTS FOR MORE COVERING 2?28 a dmsion OI BluBSCOPB Buildings North America. Inc. INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOW ING CSITE RL4 MST BE USED TO DETERMINE SPECIAL DIVAWNGS THE BOLT TIGHTNESS (I.E: SNUG TIGHT OR PRE TENSION) UNlE55 REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT. srmmARD ERERION DEraas -TENSIONED', p35BOLTSNPflIMART FRAMING AND BRACING WNNELTIONS MAY BE PLNUS-TO PLANOGRAPH DETAILS 'SNUG-TIGHT'E%CEPTAS FOLLOWS; -TOW PRE -TENSION rGI WETS E BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE-TENSIONP325BOLTSIFBUBDIWSUFPORTSWCHINERYTHTCRFATESVIBRATION.IMPACT.ORST SS REVERSYS ON CONNECTIONS. PPE-TENSIONASLS BOLTS IFLOCATED IN HIGH 5EISMCAREAS, FOR IBC EASED CODES; HIGH EE6MIC G DESIGNCATEGORYD.EORF. SEECODESANDLOAOSSECTIONBELOW FORDETAM. ^ ^ ' 1 � �mill IV"H'\YI -SCANNED 6 PPE-TENSUNAWCONNECTION W RH DESIGNATIONM255C. SLIP CRRGAL (SC) CONNECTIONS MUST BEFREE OF PAINT, DIL OR OTHER MATERLALSTHAT REDUCE FRICTIONAT CONTACT SURFACES. GALVANIZEDOFLCWLT ll RUSTED SURFACES ARE ACOEPTABIE. BYIN CANADA. ALL.. AND ABBE BOLTS HLL BE'PPE-TENSIONED', EXCEPT FOR SECONDARY WYES ES AND St. Lucie County FLANGE SPACES SEW NOARYMI AND FLANGE BRACE CONNECTIONSPRE ALWAYS 'SNUG TpHT', UNIESS INDICATED OTHERWISE IN ERECTION DRAWINGAWRING OETALS INSPECTION AND TESTING SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAYING JURISDGTgN (AHII DUPING GO INSTRUCTION AND/OR STEEL FABRICATON IS THE RESPONSIBILITY OF THE OWNER OR OWNEESAUTHORUED AGENT. WHEN REQUIRED, THE OWNER SHALL ENRLOY A QUALITY ASSURANCE AGENCY(OAD APPROVED BY THE PHJ, THE BUM Ell G RESPONSIBLE TO COORDINATE BETWEEN THE CAA FlPM AND BBNA FABRICATION FACILITIES. THETYPEANDEXTENTOFBPECLAL INSPECTIONS AND NET WELD TESTING MOST BE SPECIFICALLY STIPLIIATW IN CONTRACT WCUMENTS OR SENA WILL ASSUME SPECIAL INSPECTIONS ANE9P NOT TESTING APEWANEE AS PEPMNTEE BY THE DEFEND CODE BASED ON SIGNS FACILITIESLSAEN2ACCPEGGATGN. THE BUTLER MFG. ENGINEER'S SEALAPPLIES ONLY TO THE WORK PRODUCT OF BORER WE, AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER THE BUTLER MFG. ENG NEE RE SEAL DOES NOTAFPLYTOTHE PERFOPMANCEOR DESIGN OF ANYOTHERPRODUCTOR CO NGNE IF FURNISHED BY BUTLER EXCEPT TOANYDESIGNOR PERFORMWCE RE W IFEMENTS SPECIFE:D BY BUTLER 7 SULDNODESCRBEO INTHE JUN 032019 �liV lls�►�h PAUL WELCH INC. MECH-ELECT-CIVIL ENG. 1984 SILTMORE ST. #114 PORT SAINT? UCIE, FL 34984 PAUL WELCH P.E. FLA REG N0,29945 BUTLER MANUFACTURNG 151E GENESSEE ST.I(ANSAS CRY, NO E81@ COVER SHEET * No. 68504 ': k STATE OF q --C i� fit,' •..,CORip,,,,.• i��iSS Butler Manufacturing 201.2n Codes and Loads WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS TEAM INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS. City: Fort Pierce County: Saint Lucie State: Florida Building Code Building Code: Florida Building Code 6th Edition 2017 Based on Building Code: 2015 International Building Code Building Risk/Occupancy Category: III (Hazardous / Special Occupancy) Country: United States Structural: 10AISC - AST Rainfall: I: 0.10 inches per hour Cold Form: 12AISI - AND f'c: 3000.00 psi Concrete Dead and Collateral Loads Material Dead Weight Collateral Gravity:5.00 psi Roof Covering a Second. Dead Load: 2.22 psf Collateral Uplift: 0.00 psf Frame Weight (for seismic):2.50 psi Wind Load Snow Load Wind Speed: Vult: 167.00 (Vasil: 129.36) mph Ground Snow Load: pg: 0.00 psf The 'Envelope Procedure' is Used Flat Roof Snow: pf: 0.00 psf Wind Exposure: C - Ez: 0.911 Design Snow (Sloped): psi 0.00 psf Parts Wind Exposure Factor: 0.911 Rain Surcharge: 0.00 Wind Enclosure: Enclosed Exposure Factor: 2 Partially Exposed - Ce: 1.00 Topographic Factor: EST: 1.0000 Snow Importance: Is: 1.100 Thermal Factor: Unheated - Ct: 1.20 NOT Windborne Debris Region Ground / Roof Conversion: 0.70 Base Elevation: 0/0/0 Primary Zone Strip Width: 2a: 1619110 Parts / Portions Zone Strip Width: a: 8/4/13 Basic Wind Pressure: q: 55.30 psf Roof Live Load Roof Live Load: 20.00 psf Reducible Seismic Load Lateral Force Resisting Systems using Equivalent Force Procedure Mapped MCE Acceleration: Ss: 5.90 3g Mapped SEE Acceleration: S1: 3.00 6g Site Class: Stiff soil (D) Seismic Importance: Is: 1.250 Design Acceleration Parameter: Ede: 0.0629 Design Acceleration Parameter: Shc: 0.0480 Seismic Design Category: A Seismic Snow Load: 0.00 psi 8 Snow Used in Seismic: 0.00 Diaphragm Condition: Flexible Fundamental Period Height Used: 21/0/0 Transverse Direction Parameters System NOT detailed for Seismic Redundancy Factor: Rho: 1.00 Fundamental Period: To: 0.3198 R-Factor: 3.00 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.0100 x W Longitudinal Direction Parameters System NOT detailed for Seismic Redundancy Factor: Rho: 1.00 Fundamental Period: TO: 0.1962 R-Factor: 3.00 Overstrength Factor: Omega: 2.50 Deflection Amplification Factor: Cd: 3.00 Base Shear: V: 0.0100 x W _= * No. 68504 13 `• STATE ppF 1411 THEBUREPMFG.ENGINEEH'SSFAL APPLIES IXISUMWINO. NOIO... Ht 4VYVnxalun nen<Vrv, ncxAWa He YXOVtXIv uY BUH.ERIa=FACrURNG ONLYTO THEWONCPRODUCT OF BUT -ER BUTLER MFG. IT IS PROVIDED SOLELYFOR ERECTWGTHEBUIDNG DESCRIBED W THE V 15M1O GEMWEEST.WAN CRY,Momiaz CODES AND LOADS MFO. AND DESIGN AND PERFORMI AF%1CABIEPURCH4SE OROERAND WYSE PEPROOLGED ONLY FORTHGT PURPOSE ITPEOUIPEMENFSSPECIF®BYRUFIEP. SIWLNOT BEMWIFIED, REPRODUCED ORUSED FORANY OTHER PJgPOSE WRHOUi m, THE BUTLER MFG.ENGNEER'SSEALDOES PRIORWRIi1ENMPROVAL OFBUTIER MFO. American Concrela Ltluabrea 19006'A5d1 NOTAPPLYTOTHEPEUORMNCEOR THE GENERAL CONTRACTOR AND/OR EREGTOR0 SOLELY RESPONSUM FOR ACCUMTE °°**^'�°Onlye Avenue Baplln CM1urt11 mE DESIGN OF ANY OTHER PRODUCT OR GOOD OUANTYWONONNGHIP N ERECTINGTHISBULDNGINACLORDANCE WRH THIS NffH GOOD0DRAW '�'�` Fm1 %erte. FWrIEa BUTLER SIC 019 COMPONENT FVRNGSED BY BUTER IXCE➢T OET1NOAU REFANISHPDNTHISOMWNG.Pll PPPLICABLE 6UT1Eq T TO ANT DESIGN Oq PERFORMANCE EMCTIONGUDESANDWOUSTRYSTANDAROSFERTANINGTO PROPER ERECTION, '• OnyeAvanue BaptiA CAwdlBaakamall CouM1 BNkr ManuhGuainR BEG BHL REOUREeEWSSPECIFEDBYBUTLER. INCLUONGTHECORRECTUSEOFTEMPO WYBMLNG. MS . 2p182c 2 f � k e m . �.� 2 &�:�_ •!|| m _6 G :z §� k||! \! .§ | � !| Q; | . § | ( ! | BNIDEPICONTRACfORRESMISn31LfRES DELVEAIES PANELS Brier Mfg, follows the guidelines as cared Inge ABC and NBMA Codes Of StalltlaN Practice. Butter Mfg. simhdand product specifications, design, fabrication quality criteria shad govei work In iessstipnlated otherwise intlocontract documents. In esse d discreparcaes between Eaer Mfg. structural plans and plan for other trades, Baer Mfg. structural plans slag govern it lathe responsibility ofNe Bubder W obtain approvaband permits froma0 governing agencies mdiu6dctiorLsas required PpproWofBLMw Mfgdmwingsmmtnldea Nebuldmame Lane of Butlerimapreationoftlecrtmotprrdas¢order. Unkawspedfc design criteria mrcening interface design and details are furnished as part of due contract, Baer Mfg. design assurptiore Sall govern Butler engfners are rot Project ENEIRINrs air Engineer of Record for the overall project. Baer engineering supply sealed engi^eerbg resign data and drawings for Baer supplied newerel as part of the meran project for nee by others m obtain permits, approvals, and coundi u[e with Other trades. Nlin[edacearhmor mlryabbiliydam/nuledals rotbmeSod by Baler areb be conskiered and coodire4ed by the bolder or AE firm. CONSTRUCTON & ERECTION RESPONSIBILITY The Balder Is resporsibe for construction in skim ecoordxrce with Butor Mfg. 'MR CONSTRUCTION" drawings and all applicable product batallation guides. Baer Is Raft responsible for work doe from arty Ober Baer drawings that are net maked "FOR CONSTRUCTIOW, nor any dawings prepared by others. As erected Feld assemblies of members shop be as specified in MBMA Cade of Standard Placfice (m Corsi MAISIE), which recidre l/900 bereree of installed members. Occasional fed work hxfudmg shimming, mating, coping, and Wag for flies[ III are considered part of erection SpecifiedfiddwmkandfeldweadngcadnionsiMl Wanthesedrawings Sup also be included in the erectors scope of work See Erection Guide for shmmig procedure. Fcr budding with top riding bridge cam sea Crete Den drawing for cohmm plumb tderaree. The building erector shag be properly flossed and experemhced In erecting meal bWmng syslars The BI is responsible for having knowledge W, and shag conWy whh, ail CSHA reguiremens and all other govsdng she safety aheda The builder is responsible for designing, supplying kmcatbg and metalling [enporay supports and bracing doing erection of the bolding. Baer bracing is designed for code required bads after baldug completion and SWI net be considered as adequate erection bracing See Edition Guide EXISTING STRUCTURES from nnstheag, wind airy and eNat hw-Mh20 ttss Butler's bubmn for toed checks fromnewdturei windathestsred seismic the separaioncostfCo these, effects. thenewand we Res otrutuaa Borer Iran designed the new Baler o re for vent effee w The ow in cture we leadebteforemptyingaProButhrb Engineerforeview and vedtythe exatb9 struetue forag toed effects from the aSlacerd BaabWdmg Tension brace rods work in pairs to balance forces caused by imliel tensioning. Care must be taken while tightening brace rods se es not to cause accidental or misalignment of components. At rods Goat be installed loose and than tightered Rails should not ¢debit excessive sag. For big or heavy rods, or angbs it may be necesay, to support the rods at mid -bay by suspeMng than from secondary members Erasing for seismic or wbd loafing of objects or equipment that are not a part Of the Baer smetme most be designed by a qualified professional to deliwr literal ibis IS primary francs and rod bracing Stnds. Equipment bracing and sespereion connections roost not Impose torsien or minor axis loads, or cause kxal dsbrtion in any Buller mmporems, Baer acceptsno responsibility for design or insWfation of bracing systems rot furnished by Baer. aik.lWawNm All Bad welding stag be doe at the cibectbn of a design professbrW, and done in amortlarre with gowwrarg requirements (AM in USA CIVB in Cansi by webers qualified IS perform the wekfhng as dimetea by the applicable wediIg procedure specifimtim (NI A V(PS shun be prepared by the contractor for each welding variation specified The comractor IN responsible for any special welding inspection as required by bcatjuiaridbn Filler meal shag be TO ksi (460 MPa) tensile sconggL For weds in high se'smc tome reds system (Seismic fat 0, Eor F), mirimun (harpy, V-Noted toughness sha0 most AISC-3A1 criteria (M Mies min @Wag F). bderpnssshut net eeoeed SOoDeg F(300Deg Q. The Bolder is responsible for flarishfng signs as required by Code and the Building Ihpari em, including but Net limited to, exits, occepaay, linos, floor loading fla tq, and bulk Storage Units. Floor baling signs shall teary indicate, madmen floor live bed permitted. Bulk storage facilities shall have signs clearly posted on Al lorded wale bdicagng the type of commodity stored artl the na keern SOrage height Signs sha0 be dewy visible when building is fully loaded to design level. Overloading of floors or was may resW in failure. THE BUTTER it is the responsibiliy of the bolder IS hate adequate equipment available W the job Isa. to oNoad trucks in a sate and timely manner. The Budder Will be responsible for all Menton drarges from orders As a mi of job site Wording delays Claims for c anoW or shorts MUST be rated on the Ell!W-lacrug or delivery, reapt and filed agaira the carter by the consignee as per Butlers Tema of Sales (F.aBI Plant) coda tie ng Or you haw, I cl & Cade n With he tank r. l ages or erods be rated of m BI1Fof-LadingorYmewi little ythe ewer against Carrier. Immediated upon deliverydmabnhl, material ID Manufa are verified o theBuilder re againste for material billed on the shipping docui ies Need on shWxlwtt rocthe rancor hrespos ofor material ft shipingevstglets quantities Mletl on tie shipping dcrueee6 B sutlh Serfageaare net nofed on the s1iPPie9 tlocnmlem^.upon boxdeliveryofmtes,S andaelmlwstbe tl reported the orders agent. Formatttals mucSteculdp inuche et wet b or crates, cmdedm mat must beedimnredanduntonupadress ste"products get wet,bummedapasked maieriaia mustbeulpadud anderbutlled Storag proodps. drainage of trapped moistue Sea Erectlon Ghidelor proper job site storage Procedaa SEALANTS Sessions shall be applied in Suitt accortlace with Butler details or weeder tightness will be, compromised. Sealant must be applied in twependeres and weather conmtiorLs casktemwkhlabeling. INOEPENDEMM]E MNES Independent ^must be desig^L'd by a professional engineer. The engfreur must ensure that proper isolation from the @Ner building has beam provided to avoid structural dartege doe to dilforemiai mavemada, oriretivertemay appN loan to fhe Baerstrmhve. BWeraceepbro responsibility for the design of the irulepeMerd newswire. FIRECODECCMPLBWCE It is the responsibility of Be, project design profesvolel and builder to Comply with keel fire mtle regulations including conmderation of, but not limited to, bhalding use and Occupancy, all building coreNetbn nutedals, separation requirements, egress rec cremads, fire protection systems, etc. Buller shell adriu Biller of any special requirements W be furnished by gain. HELD MODIRCATIONS Modifications W this badmg from details and instructions contained m these drawings must be approved inwriting ley Butler Mfg. engineers, orotM liuereetl structural engineer. This includes, but is not Gmned to, removal of roof orwall cheding, removing or rrodng awl' flange boxes or rodbtaces,cr ngofoperingsfmdmra,W4nd wsm RfV mmcUmoffabricationermmetc. The Owner shall not impose bads to this strutae beyond what is Specified for this building in f ac mmrat Wcurents Baia Mg. 8001 no respomibility forge consequeneees of airy aumherbod edditiom dune m or added lords to tis structure. If the budder blends to invoice Baer Wg. for modifications in eeoess of SI000, The bolder Trost NOW Baer Mfg. imrediatety, and obtain a Work Autlerbation from Biller Mfg prior to proceeding. All find daines ors[ be suAmittedloBdkr Mfg withan supporting docunematfon within W days of the building completion daimsnb Mwhho workaaorbatbrgua 30 days with net he accepted Conviction of Rnor misfits, shimming and Plu bi%moderate amount of reaming, Wring, dapping I toting and minor walGbg are Considered by Code of Standard Practice to be part of erectionare not subject W clam reimbirsOermL The engineer responsible for the design d fie wall system is responsble for coordreting wkh or specifying to Biller Mfg, a^y, wag to Seel cortpatibiliN issues such as drift and deflation compmibility, special bass detains, and wail to Erna Seel mruediof¢ All fasteners, escherl and counter fhsleing of wan systea are to be provided by comac[or. The engineer responsible for the well shad design the anchorage to Brier supporting elaeems conswent with Code required boss REOUI NEMENTS SPECIFIED BY BORER THE BUTLER MFG. ENDNEER. SEAL DOES NOT APPLY TO THE PERFORWN C E OR DESIGN 0FANY OTHER PRODUCT OR COA NENTR.RNISHEDBYBUTLEREXCEPT TOAWDESISNORPEWOPNANCE OR carrvng is an Weaned cherxterhtlo of cod formed steel panes, It is Be, reset of several factors flat include induced stresses in the raw Treenail delivered to Buller, fabrication methods, sshlhhen p g.1han sand Po n insul Rion is Thru flamed p parefs an diNt somedumplingwhenirampin especially nbmwheninsulationul ImseDed between Panelsend over&I Secondarysupports.Obpring can be rtmh'veezed fry arefulimYagalion, taking care net to over drive fmierers Rod numb. is a phenomenon that is nused by wind gists fifting W on the roof panels and then springing bark into place All panels experience ties action to some degree, especially with mreealed dP Standing Seam panels Roof nmlbte new m may his minimbed by providing a War of blanket insulation between the panels and say hard support surface such as Seal seeenday members, substrates such as plywood, Seel detldng, or rigid board insuealion A rririmlan of 3 inch Hick blanet is recorrererded over steel secondary members, or 2 inch DIMSucatm[es. M muting, dhnpring, and mof nmble, do not effect the structural imegrmy orwasther tightness of the panels and is net grounds for rejection d panels The Standing Seam jofm detail is designed with an iderbcldng feature for ease of irLVaihtien abwever, it IS repassed. that installed Stabling Seam panels be securetl to the r.LW structual members and property seamed prior to departure from the job site each day. SKYLIGHTS LOW building claparlmems may require added fall restraint due to mrlmtgns Net may aHeet the skylight structural integrity. ItISthe responsibility of the buddy W cloomure and provide arty, arced fall restraint under the skylight as may be required by you building department. RAIN WATER RUNOFF Dra agesystemsners bedesgre bythepmjeotpmfesSmaitommprywith Coderegdrmeds. Butler is net responsible for drmrege desigre, overflow smppers, down piping, ate The project professional and codreclor are responsible to ensure that primary Grans and overfkm devices su in as scuppers and auditory chains are provided as required for the required rain intensity at the building primmer and at valley coud ces, to prevent pending. 4tii3af61.4d3d•L�� The purpose of Butlers shop coat h to Provide protection for the Seel rrembers Bring tmreportation, during temporary, job site storage and during erection Standard shop formulation Is not designed to perform as a finish mat when exposed to environmental mM om Members shall be kept fees athe ground and property drained during job site Storage. it is the guilders responsibility W ensure But H afinlsh mat is being applied over Baer shop mat that gun painting contractor vediea compalfeiliy between his finish coat and Baer. shop coat. BUTIFA MM- ACCREOITATICNS AND APPROVALS Fabricator Appovak IS AO1T2 Approvals:(www.l ffimorglMehl_BWding_.Syste Mtdmti Listed under BbeScope Buildings North America, Inc. City of Los Angeles, CA A11600031; City of Holston, TX ]EST: City of Pho ndiS AZ C1902008; Clark County, WS&M, San Nerrandoo CouAy, CAM, Slated Utah, City of Richmond, Ca Design Approvals INS AC4MApprovWs(www.iasoNireorgfMetaLf dbySyste Rht" Listed utla Baer MaroGactudeg, a DhifSoo of BlleScape BWdimps NOMAnerim Inc. Gredun CSA ABBO Cerlil'ralbre (httpV.gavbg.p.oryCerlffuatioN geSCalified p.ySearch.V4 LLSted utler BIuegmpe BWmegs North Merim he EngireainI, Certifications of Adlorbadon USA-ARa576: FLd30t2T: 11 H 2g70:ILA184002W9; I SIE29; MSAEA 69% MORE-=00077ZI6; NCXF09g6; 00CAVInPE; SDaGlI TXMWa2B; W VitCo3654ro; CAN-ABYPo09DD, N5430123: DNd1001dBr9G: and W#PP13A I i * No. 68504 • STAT OF ORlD�,''Gl�.�� SSZ................. '//I; ©Nf !AI FOR CONSTRUCTION BUTLERMANUFACNWNG ESSEE ST. NANSAS cm, MO am02 ERECTIONNOTES OmngeRwnue aapYa[GnWCllaeskHmall coed BNIer ManNacturing NMI -- ara1 lom o- 0 o- IN 68504 D1 D4 D4 D4 D1 STATE OF 1 :'4&f BD BD ///I/©•r�I ANCHOR R00 PLANFI I►',\,\,\` 1 1'-0• Dimension Key FmWed FlaQEbntion=lare• VRleza NobO gherwLu FOR CONSTRUCTION ATXE BUM1DMGIS DESGNED WRH BPACWG Ot4GON4L5 WTXEDESGNATED TEBURERMFG. ENGINEERSSEaLPPPLPS CNLYTOTHEWOfMPRODWTOFBURER THIBOMWWG, MCLUONGTHENFORMATIONHEREON,REMpMSTHE PROPERTY OF BURERMFG.RISPROVO)EO SOLELY FOR ERECTNGTHE BURDING DESCR®EONTME i� y BURERMANUFACfURMG ANCHOR ROD PLAN BATS. GOLUMJ ERFACTIONS.6 E%TESANOMCHORROMARE MFG. AM DESIGN AND PERFORMANCE APPHcABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT +SWGENESSEEST.KANSM1SCRY.M064102 AFFECTEDBTTHISBMCM3 DIAGONA WYWTBERELIX TED WRHOUF CCNGULTWOTHE BUILDING SUPPLIERS ENGINEER PEOUINEMEMS SPEOIFIEDBYBURER SHNL NOT BE NOD RED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WRHOUF PRIOR WRRIENMPROVPLOF BUiIER MFG. "'.^ Nnerlcan Conners lrtluzWea iBWB63SW THE SURER MFG. ENSNEER'S SEAL DOES TXEGENEMLCOMPACTORANWORERECTORSS YRESPONSBMFORACCUMTE wre Mrarzme NOTPPPLYTOTHEPERFOMANCEOfl m^.e. Oranpa Avenue Baprizt CM1vch BUTLER DESIGN OFANYOTHERPRODUCTOR COrMPONENIFURNISHEDBYBUNEREXCEPT GOWING,DTTILS'EFANSIIIP NEPECTWOTXIG BUMNG INpCCOPdWCEWRHTHIS 'a Forl Plerta.FbrlEa DEC BHL TO ANYCESIGNOR PEflFOMNNCE DRAWING,DETAILS PFFERENCEO NTXISOMWNG,pLL pFFLICABIf RUTIFIi AffO, ERECLIONGUDE$ ANONOUSTRY STANDAROSF£RTANNG TO pgOPER ERECTION. Oiari Avenue BapllACM1wcM1BazMeOall Cawl Ae BW@TManWacturin B NTB 5 REWIPEMENTS S�ECIFEDBYBUNER INCLUDNGTHEWRRECTUSEOFTEMPOMRYBRACWG, M.1 2 1 /2" 2 1 /2" 64mm r fi4mm L Y•8' L•1'-1^ A.1,_D• IT VARIES BOTTOM OF COLUMN BASE PLATE STD = 1/2" (13mm) FLUSH = 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL Dim. A Dim. A HARDENED WASHER 4 4" t102mm) PROJECTION N N Q N a N a a F o BOTTOM OF COLUMN CR z j BASE PLATE ELEV. F in E -TOP OF FOUNDATION -CONSIDER �A ANY SPACE BETWEEN THE FOUNDATION E E y' r m AND COLUMN BASE IN ANCHOR ROD LENGTH REQUIREMENT 4.. 5�. n 4" 5- ry Gdj 102mm 127mm ral 102mm 127mm WOTIH 2 1/2° 2 1/2" THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD 64mm 64mm LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE (� FOUNDATION DESIGNER. L THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF THERE IS INTERFERENCE WITH OTHER PARTS. 3/1• 010. GR36 AneEoi Rode 3 I')3/1• Dia. GR36 Anchor Rode 1411^ ➢Se. GR36 Ano N.. Rodc Y•B• L•1'-1' Plete Y•9^ L•1'-1• 18ta Y•9• L•1'-1• A•1'-P• Lm: A•1'-6^ lm: A.1'-D• SUGGESTED ANCHOR ROD PROJECTION 1. ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. 2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI). (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE DESIGNED AND DETAILED AS "CAST -IN -PLACE" ANCHOR RODS WITH "SNUG TIGHT" CONNECTIONS. 4. FOUNDATION MUST BE LEVEL. SQUARE AND SMOOTH. ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWNG OR STEEL WILL NOT FIT. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 VARIATIONS ARE SUMMARIZED BELOW; D. CENTERS OF ANY TWO AR'S WTHIN A COLUMN BASE GROUP; +-1/0" b. CENTERS OF ADJACENT AR GROUPS; +-1/4" G. TOPS OF AR'S; +-1/2• d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS ALONG COLUMN LINE; +-1/4" PER 1DOFT., NOT TO EXCEED 1" TOTAL e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN LINE; +-1/47 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. * NO.68504 � ro ®'; STATE OF x•"4 FS` ��l- y w Fmislled Hov Elevatim •tOB'D' URI— NMed OR.,Rke FOR CONSTRUCTION A THE BUILDING IS DESIGNEDWRH BRAIDING DIAGONALS IN THE DESIGNATED THEBIIREEMARENGINEERBSEN.MPLIFS ONLY TO THE WORK PRODUCTOF BUTLER THIS DRAWING.W=01NOTHENFOPNATONHEREON, REMgNS THE PROPERTY OF BUTLER MAE. R IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ^ y BUTLER MANUFALTURPIG ANCHOR ROD DETAILS BAYS. COLUMN 845E REACTIONS. EASE PLATES AND ANCHOR ROM ME MAG.ANDDESIGNANDPEAFOPMANLE APPLICABLE PURCHASE ORDER AND MAY BE PEPROWLED ONLY FOR THAT NPPDCER IMP GENESSEE ST. KANSI CITY, MO 6C102 AFFECTED BY THIS BPACNG AM1D DIAGONALB MAYNOT PE RELOCATED REOUIPEA¢MS SPECFED BY BUTLER SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PORPOSE WITHOUT WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGMER THE BUTLER MPG. ENGINEERS SEAL DOES PRIOR WRIITENAPPROVAL OF OUTER MPG. ffymlw. aeon gmpllcy: Fgllc:gy pylrsples 'n^ 1RU06Ri5L1 THE THE GENERALCOMPACTOR ARMOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE "^'�'^ Orznga Avenue Baptist LllvcM1 cvc DESIGNNOT OF AM THER PRODUCT DESIGN OFANY OTHER PPODUCTOP GOOD OUAUTYWOPIPMNS111PNERECTWGTH6 SO LONG INACCORDANCE WRHTHIS �^" Fod P-13.FWida BUTLER S'1C2NP COMPONENT FUR NI SHED BY BUTER EXCEPT D NWNG,DETAIS REFERENCED INTHISDRAWNG,ALLAPPLICABLE BUTLER MFG. BEG T qXL TOANYDESIGNOfl PERFOPALWCE INDUSTRY NGTO PROPER FAECTION, ECLUONG maa: ORo pAtenue Baµg Cl'urcll Bazke®all Coup R BxN�r�Ma^�dactwl^g REOUIPEGENTISSPECIFIEDBYBU11fIL THE CORRECT USE OF TEMPORARY BRACING, wven� xR wr — G Bracing Part Schedule Part pty Length Detail 03RS2710 4 20'-10° BROIG2 04RS3005 4 30-5- BRO1G2 06RS3300 4 33'-0° BR01G2 l m o-1 o- 1 IT IT y T IT =001 .002 CX004 =006 =007 �,Go 11� r r r iiii .... NSCh ` �` Aoo = No. 68504 k b 8m STATE OF ` 14° 2B�_0° 2B�_0° 24�_0° /i,, CP•s'•••,L ..... ��• �24-0- ♦O ARI�i, BL BL /��llirIII1111'� PRIMARY AND ROOF BRACING PLAN Dimension Key S6 Nam-, CauuP AY.RuI 6n Ch.h. Ba:mman Gun PERMIT SET- For Building Dept. Approval T. USE AS f NUT BOLT EN THEBBTLERNiO.ENGNEEITS SFALAPPLIES O THIS DRAWING, INCLUDING THE WFORRATON HEREON. REVANS THE PROPERTY OF PROWDED IN THE BURfRMFG.?ISPURCHASE BUTLER MANUFACNNNG PRIMARY AND ROOF BRACING PLAN SNUG SOL S ULSE) WASHERS. FORRBRACECORTLTIONS, IONS. WAWDARY WG.ANOESISNMPEROR&ANCEfl MEG.AENENTSNANDPERFORM4SR. SEORER ANDYFOREREPRODUCEBU0IDNO0ESCRIBED APPLICABLE BE REPRODUCED ONLYFOfl TH4T %IRPOSER EOREPR TSpO GENE55EE BT.KMISAS CRYM0641@ CUP CONNIGHTENS, AND BECONONOTEDOTHEMISTONS, PNDFLWGE BRACE CONNECTIONS, LNLESSNOTEOOINERWLSE. REOUTUOR TGSINGNEEOBYEALDOE EWOF REPRODUCED PRIORWTBENAPPRD.PEPROWLENI USED FORPNYOTHERftIgPOSEWRHOUT PNOfl WRRIEN PPPROVALOF BUTLER MFG. e0d Amn9GA m. ��@@�� 2 SLOTRENFORCEMFN PLATES NEED NOT BE LOCATED ON THE GAVE i TROT THEGENE CONTRALTORAND0RERECTORISSOLELYRESM.EBLEFORACLURATE me BR4kB19 SIDE OF THE WEB AS THE HILLSIDE WASHER. TWO APPLY THE NOTMFLT TOTHE PEPFORM4NCE OR n.eI Ch= °''*�' Onn9e ALenue Baptin CliwcN DESIGN OF ANY OTHER PRODUCT OR CONMNENT HURNISHED BY BUTLER EXCEPT DRAWING IITTWORIPWIE INACCOgOANCEWRM THIS wew Fo Rmee.FbMa BUTLE/7 BE. I BHL p TOANYDESIGNORPERFORAMNCE RA WIN .Al AFRO_ REFERENCED IN HIS DRAWING.LLAPPTO PRO BURERMFG DRAWING DETAILS MINDNLEDINTAN ARDS PERTAINING PEACING, TO PROPER ERECTION, NGHE R- Omi,o w S IICOAcNBadadm[IC-d 9 aNl BNkr Man0182rng MS REOVIREMEMSSPECIFIEO BY BUTIE0. FTE]WOAROS INLLUONGTXECOgRECTULE OFTENPOMRYBRACNG. INCLUDINGCORRECT USE �. 2010h 7 Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 CX001 1 6.0000 .2500 .1345 1'-0^ 1-0^ RBXU01 2 5.0000 .1345 .1644 1•-0^ 1•-0^ RHX002 3 5.0000 .1875 .1345 1•-D" 1•-0^ 4 5.0000 .1875 .1345 1'-0^ 1'-0^ RHXO03 5 5.0000 .1345 .1345 1•-0" 1•-0^ 6 5.0000 .1345 .1345 1•-0^ 1'-0^ RBX004 T 5.0000 .1345 .1345 1•-D^ 1'-0^ 8 5.0000 .1345 .1345 11-0^ 1•-D^ RBX005 9 5.0000 .1875 .1345 I'-0^ 10 5.0000 .1875 .1345 1'-0^ 1•-0° RBX006 31 5.0000 .1345 .1644 1'-0^ 1'-0^ CX001 12 6.0000 .2500 .1345 1'-0^ 3'-D" EPX001 13 6.0000 .2500 .1644 11-0^ 1'-0^ EPX002 14 8.0000 .2500 .1644 1'-0^ l'-0^ EPX003 15 8.0000 .2500 .1644 "-Be 1'-0^ EPX004 16 6.0000 .2500 .1644 11-0^ 1-0^ T �l 8 29'-4° Ridge St. T 2 0 2'-6 3/8° 6 2 0 2'-1 1/2° 5 3'-6^ 4 4 0 1'-9^ 3 1-1 9/16° 2 21-I1 15/16^ 1 8 1/2° Dimension Key 1. USE 12x I IMASCT BOLT (49s8D)AND NUT (4710) W/O WPSHERa SNUG TIGHTEN BOLTS EORPIL SECONDARY CONNECTIONS, UNLESSNOTEDOTIERNUSE. 2. SLOT REINFORCEMENT PIATES NEED NOT BE LOCATE00N THE SAME SIDE OF THE WEBASTHEMULLSCE WASHER. QBolt Connection 6 Plate schedule Frame Clearances Approx.Lgth Approx.Weight Detail Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Horir. Clearance between members 1(CX001) and 12(CX001): 96•-6 201-6 3/8" 3460 Dia. Length Thick. Out In Vert. Clearance at member 1(CX001): 19'-6 1/B^ 8'-10 3/16^ 1140 A 8 A325 3/4^ 2 1/2" 3/8" 2 2 0097284 Vert. Clearance at member 12(CX001): 19'-6 1/8" 191-3^ 2460 B 4 A325 3/4^ 2 1/2^ 3/8^ 1 1 0097284 Vert. Clearance at member 13(EPX003): 22'-7 3116" C 4 A325 1/2^ 1 1/2^ 3/8^ 1 1 49080 Vert. Clearance at member 14(EPX002): 25'-I1 3116" 211-0 1/8^ 2420 <S> - (2) Washers (095872) req•d at Flange Brace to Secondary. Vert. Clearance at member 15(EPX003): 25'-11 3116- Vert. Clearance at member i6(EPX004): 22'-7 3/16" 211-0 1/8^ 2298 Finished Floor Elevation w IOD'-0" (Unless Noted Otherwise) 19'-3^ 246Y 8'-10 3/16^ 1140 20'-6 3/8" 3468 22'-7 11/16^ 255# BR25CA 251-11 ]/Be 3814 BR25CA 251-11 7/8" 3810 BR25CA 22'-7 11/16° 255q BR25CA TDC Dr -0 1/4. 2.000:12 SOr_0 1141 2.0D0.32 •-0° , 20• LL REOVIREMFMSSPECIFIEV BY BVilE0. THEBURERA60.ENONFORMA CEOR NOTAPRT TOTHEHER PRODUCT OR OEBION PJANI OTHEREBY RODVCTOR fAA50ANTDESUN R E BORERE%CEPT TO TINY DEBION O R PERFOY BUTCE -E PEOUIREMEMS SPELEED BT BURR FRAME CROSS SECTION AT FRAME LINE(S) 1 FORACLURATE BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CRY, MG 64102 I * f No. 68504 'A+; STATE OF �y SS,C,ORI \\\� OI n \ PERMIT SET- For FRAME CROSS SECTION AT FRAME LINE(S)1 BuOeTMa"u ..ft0 ,vc,Ewa. UH.a Frame Member Schedule Part Mem Width Thick WebThk. Depthl Oepth2 Approx.Lgth Approx.Weight CX002 1 8.0000 .5000 .3125 1'-0" 2'-10° 20'-9 1/4" 1195k RBX007 2 6.0000 .5000 .1875 3'-3" 21-1" 221-4 5/16" B46Y 3 6.0000 .3750 .1345 21-1" 2'-1" RBX008 4 5.0000 .3125 .1345 2'-1" 1`-9" 25'-3 3/16" 5669 RBX009 5 5.0000 .3125 .1345 11-9" 2'-1° 25'-3 1/8" 567B RBXOlO 6 6.0000 .3750 .1345 2`-1, 2'-1• 221-4 7/16" 855E T 6.0000 .5000 .1875 2'-1° 3'-3" M002 8 8.0000 .5000 .3125 1`-0" 2'-10" 201-9 1/4" 1195p u,"O, 5 291-4" Ridge Mr. 4 2 B 2-6 3/8" 3 1-1 9/16" 2 2—I1 15/16° 1 8 1/2" E]DSmension Key g��0 1/4e 2.000:12 S 8 4�_3e ,,,000 QBolt Connection 6 Plate Schedule Id Qty Grade Bolt Bolt Plate DSa. Length Thick. A 14 A325 7/8" 3 1/2" 5/8" B 14 A325 3/4" 2 1/21 3/8" C 6 A325 3/4" 2 1/2" 1/2• D 10 A325 3/4" 2 1/2" 3/8" <S> - (2) Washers (095872) req'd at Frame Clearances Rows Rows PartNo Horiz. Clearance between members l(CX002) Out In Vert. Clearance at member l(CX002): 17r-3 3 4 0097380 Vert. Clearance at member B(CX002)1 17'-3 3 4 0097284 Finished Floor Elevation w 1001-0" (Unless 2 1 0097284 3 2 0097284 Flange Brace to Secondary. I 3 6 3•_6e 50'-B 3/9. 2.000:12 FRAME CROSS SECTION AT FRAME LINE(S) 2 aax010 PERMIT SET- For and B(CX002): 92'-10" T/8" T/8" Noted Otherwise) <Q * No. 68504 3�`•; STATE OFc� _ I 1. USE 12%I MAV r BOLT(4%m0)ANO NUT(4T120) THE BUTLER MFG. ENGNEEG'S SEAL APPLIES IHnU.wu.wuwwu me wurwwwnnerc..n. ncrwuro me rxurenn ur BUTLER MANUFACTURING WN WASHERS. SNUG TIGHTEN BOLTS FORALL SECONDARYCONNMITONS, ONLY TO THE WORK PRODUCT OF SURER BUTLER NEU. R IS PROVIDED SOLELY FOR ERECT NO THE BUILDING DESCRIBED W THE Ius GENESSEE ST. KJUSAS CITY, MO"I IS! FRAME CROSS SECTION AT FRAME LINE(S)2 SECONDAM CUP CON NECTIONS, AND FWJGE BRACE CONNECTIONS. MEG. AND DESIGN AND PERFORMANCE REOUIREMENTS SPECIFIED BY BUTLER. APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT FUREDSEIT SHALL NOT BE MODIFIED, HEPROOUMD OR USED FOR ANY OTHER PURPOSE INRHOUT n gmeBcen CPncm�"VdusNef ID• 19cU64i5A1 IMLESSNOTEDOTH.IEE. THE BUTLER NFG. ENGINEERS SEAL DO ES FRIORWRRTEN APPROVAL OF BUTLER MFG. 2. SUOT RENFORLEMENT FLAT. NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR OranBaAwnua Bap0a1 C11ud1 THE GENERALCONTRACTOR ANGIER ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE me SM1</M19 OESIGNOFANYOTHERPROOULT OR GO OD DUALRYWORMANNSMP N ERECTING TH60UWING IN ACCORDANCE W IN THIS Icuna Fop PI.rc..FWH. BUTLER BE' T BHL COMPONENT FURNISHED BY BUTLER IXLEPT DRAWING. CETAISREFERENCED N THIS ORAWNG. Pl1 MPLICABLE BUTLER MFG. TOANYDESIGNORPERFORMANCE ERECTNN DUTIES. AND INDUSTRY STANDARDS FERWWNG TO PROPER EPECTION, ma¢n Orange Avenue Sw1WL11wc11Bnkema1ICoup BUUer Manuftmunng MS rn�c REOUIREMENTSSPEGFFDBYBURER. MUDDING THE CORRECT USE OF TEMPORARY SPACING. Frame Member Schedule Part Mem Width Thick WebThk. Depthl Depth2 CX003 1 8.0000 .6250 .3125 11-0" 3'-0" RBX011 2 6.0000 .5000 .1875 3-5" 1'-11" 3 6.0000 .3050 .1644 11-11" 1'-11" RBX012 4 6.0000 .2500 .1345 1r-11" 1'-6" RBX013 5 6.0000 .2500 .1345 11-6" 1'-11" RBX014 6 6.0000 .3050 .1644 1r-11. 1'-11" 7 6.0000 .5000 .1875 1'-11" 3'-5" =004 8 0.0000 .5000 .3125 1r-0" 3'-0" L7 T 291-4" Ridge St. 6 2`0 1/16" 5 2 4 2'-6 3/8" 4 1r-1 9/16" 3 2`-ll 15/16" 2 4r-O" 1 8 1/2" F-lDimension Key QBolt Connection 6 Plate Schedule Approx.Lgth Approx.Weight Id Oty Grade Bolt Bolt Plate Rows Rows PartNo 201-9 9/16" 1367p Dia. Length Thick. Out In 221-2 3/4" 8574 A 12 A325 0/8" 3 1/2" 5/8" 2 4 0097380 a 12 A325 3/4" 2 1/2" 3/8" 2 4 0097284 251-3 3/16" 5204 C 12 A325 3/4" 2 1/2" 3/8" 3 3 0097284 25'-3 1/8" 520q <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. 22'-2 3/4" 8626 20'-9 1/2" 12378 I 3 Br-0 1/4.r 2.000:11 0 B 5r-3' 0%U11 BBx012 Frame Clearances Horiz. Clearance between members l(CX003) and B(CX004): 92'-5 Vert. Clearance at member I(CX003): 121-2" Vert. Clearance at member B(CX004): 171-2 1/8" Finished Floor Elevation w 100'-0" (Unless Noted Otherwise) I 1 B 3r_S" 50• 0 3/4. 2.000:12 RBx014 FRAME CROSS SECTION AT FRAME LINES) 3 \�\l Leif * No. 68504 STAT F pAY, = <sr YONA Sfisps Name a CmneAYemre Baum Chum- BAskAbIs CmulW2114Frame3 PERMIT SET- For Building Dept. Approval t. LLSE 12 %112 AYSF BOLT W90BD)NN NUT (g12D� NU (4710)LL 1P rETNUG OLT(40M)ANIGHTEN THE BUIIER WE. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, AENAWS THE PROPERTY OF BIIREB MANUFACTURING WA WASHERS SECONDARY LONNECTIONG, OMYTBER WOPKPPOUDOMBURER BUREP MFG.R l4 PROVIDED SOLELY FOR ERECTING THE BUMING DESCRIBED IN THE pPPUCABLE PURCHASE ORDER AND MY BE REPRODUCER BAY FOR THAT PURPoSE.R T590 GENESSEE ST. KANS(S CRY, moulm FRAME CROSS SECTION AT FRAME LINE(S)3 SECONDARY UP CONNECTIONS, AND FLANGE BRACE CONNECTONS, MFG. AND DESIGNpND PFAFOPMANLE PEOUIPEMENTSSPECFEOSYBURER. SHALLNOT BE MOPED, PEPRODULE00R USED WP ANY OTHER PURPOSE WNHOIR pmerkan Concrete lMusVka 1.IIS{Spt UNLESS NOTED OTHERWISE THE BUIEP MFG, GASBEER'S SELL DOES BRgq WRTTEN APPROVAL OF BUNER MFG. 2 SLOT REINFORCEMEIR PfATES NEED NOT BE LOCATED ON THE SAME SIGEOFTHEWEBASTHEHILLS0EWAEHER, NOTAPPLTTOTHEPEPFOPNANCEOR ""n^"^ Onnpe Avenue Bapfat CM1wch THEGEN LCOMPAOTORR OPERELTORISSCLELYPESPON SMFORACCUPATE ur¢ sn e1R DESIGN OF ANY OTHER PPOWCTOR GOOD OVALIIY WOP1tAMNSXIP NEPECTING THG WhONG IN ACCORDANCE WRX TXIS uwma Fml Pierce,FbnEa BUTLER BEC / BHL fAM•ONEM NPNISXEO BYSUTLERUCEPT DRAWING. DETAILS REFERENCED IN THIS OPAWMG.ALL MPUCABIE BUILFA MFG. TOANYDESIGNORPERFORMANCE EflECTKMG TO PgOPEfl ERECTION, Oren9e Alenue BepliSi ChlvchBssMdaII COM BWkr ManubUudng r HIS ruf 10 gEOUIPEMENTSSPECffBDBYBURER EMRNDWDUSIPYSTANONNSFEPTANWG MCLUDNG THE WPPECT VSE OF TENPOPMYBRALPIG. wa .ewme plgg Frame Member Schedule QBolt Connection 6 Plate Schedule Part Mem Width Thick WebThk. Depthl Depth2 ApproX.Lgth ApproX.Weight Id Qty Grade Bolt Bolt Plate Rows Rows CX005 1 8.0000 .6250 .5000 l'-0" 3'-2^ 20'-10" 17490 Dia. Length Thick. Out In RBXO15 2 6.0000 .6250 .2500 3'-2" 2'-a. 22'-0 1/8" 10608 A 10 A325 7/8" 3 1/2° 3/4^ 2 3 3 6.0000 .3250 .25DO 2'-0" 2'-0" B 10 A325 3/4" 2 1/2" 3/8" 2 3 RBX016 4 5.0000 .3125 .1345 2'-0" 1'-8" 25'-3 3/16" 5519 C 8 A325 3/4" 2 1/2" 3/8° 2 2 RBXO17 5 5.0000 .3125 .1345 1'-8° 1'-11" 25'-3 1/8" 5450 D 12 A325 3/4" 2 1/2" 3/8" 3 3 RBX018 6 6.0000 .3350 .2500 1'-11" 1'-11" 22'-2 15/16" 993k E 12 A325 7/8" 3 1/2" 5/e" 2 4 0 6.0000 .5000 .2500 1'-ll^ 3'-6" <S> - (2) Washers (095872) req'd at Flange Brace C%006 8 8.0000 .5000 .3125 1'-0" 3'-0" 20'-9 1/2" 1248k V 7 29'-4° Ridge St. 6 2-0 1/16" 5 2 0 2'-6 3/8° 4 1'-1 9/16° 3 2'-11 15/16" 2 1 8 1/2° Dimension Key o 3 0 3 _6. o PartNo 0097380 0097284 0097284 0097284 0097380 to Secondary. Frame Clearances Boris. Clearance between members I(CXODS) and 8(CX006): 92'-3 Vert. Clearance at member l(CX005): 171-5 3/8" Vert. Clearance at member 8(CX006): 171-1 1/8" Finished Floor Elevation w 100'-0" (Unless Noted Otherwise) 3 q 3'_6e a 0 4•_3° io P. RBXOI4 I � •� I %pX015 I I I � I � I U a I 'x u I I I T I I 1 FRAME CROSS SECTION AT FRAME LINES) 4 PERMIT SET- For No. 68504 * __ A®; STATE OF 1. USE TO 11cAMBT BOLT(49080) AND BUT(4T120) THE BUTLER MFG.ENGINEERSSEALAPPLIES ONLY TOTHEWORKPRODUOTOFBUTLER iX40R4WWa. INCULUINa I H, a Uem - nmwn, n[nwme m[rnOP[Iu i a[ BUTLER MFm R IS PROVIDED SOLELY FOR EMOTING THE SUMWG DESCRIBED M THE r BUTLER MANUFACTURING �/ FRAME CROSS SECTION AT FRAME LINE(S)4 W/O WASHERS. SNUG TIGHTEN BUTS FOR ALL SECONDARY CONNECTIONS. MFG.ANO DESIGN ANO PERFOFNANCE APPLICABLE PURCHASE ODDER AND MY BE REPRODUCED ONLY FOR THAT PURPOSE IT 1B10GENESSEEST.KANSISCNvIBO(NQ2 SECONDARY CUP CONNECTIONS. AND FLANGE BRACE CONNECTIONS, PEOUIRENENTSSPECIIREDBYBUTUER. SHALL NOT BE NOD FED, REPRODUCED OR USED FOP ANY OTHER PURPOSE WRHOUT ""ff-T American Concrete lM�rs4ks 1.BAW501 UMEBBNOTEROEGE WISE. THE BUTUERMFG. ENGINEERS SEA PRORWRITERNAPPROVALOFBUTLERMFG. 2. SLOT PEMFORCENENT PLATES NEED NOT BE LOCATED ON THE SAME 50E OF THE WEBABTXEHILLUDE WISHER. -DOES NOT MILT TO THE PERFOflMANCE OR °^' Omnge Avenue Bapum CAud1 BUTLER THE GENERAL CONTRACTORANGAREPECTOR IS SC ELYRESPEN50RE FOR ACCURATE w•a sa�4 VOrange DESIGN OF ANY OTHER PRODUCT OR GOOD OUALT'WOPHMNISHIP W ERECTING THE BUILDING IN ACCOPDANOEWRH THIS FaM1 Pieme.FMIGa ¢ie / SHE WNPONENTFURNISHEDBYBUTLEREXCEPT DEANNE, OETAAB REFERENCED W THIS DRAWING, ALL APPLICABLE BUTLER MFG. TOANYDESIGNORPERFOPM4NCE ECLUCINGUOESANICTUSEFTEGFMRDSFERTAPNINO TO PROPER ERECTION, Avenue Bap09 C0ucM1 BaskeIDaY Lourt PAIw ManubOsIng MS •SEC 11 MQUIFEMEMSSPEOFIEDBYBUREP. WCLWNO THE CORRECT USE OF TEMPOPMYBRACWG. .F®"' 201B2c Frame Member Schedule QBolt Connection 6 Plate Schedule Frame Clearances Part Hem Width Thick WebThk. Depthl Depth2 Approm.Lgth Appro%.Weight Detail Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Boris. Clearance between members 1(CX007) and 12(CX007): 96'-6 13/1 ° CX00T 1 6.0000 .2500 .1345 11-0" 1'-0^ 20'-6 3/8• 3454 DSa. Length Thick. Out In Vert. Clearance at member l(CX007): 19'-6 1/8" RBXOOI 2 5.0000 .1349 .1644 1'-0• 1•-0" 81-10 3/16" 114@ A 8 A325 3/4° 2 1/2" 3/8° 2 2 0097284 Vert. Clearance at member 12(CX007): 191-6 1/8^ RBXO02 3 5.0000 .1875 .1345 l'-0" 1'-0° 19-3• 246@ B 4 A325 3/4^ 2 1/2^ 3/8° 1 1 0097284 Vert. Clearance at member 13(EPX004): 22-7 3/16" 4 5.0000 .1875 .1345 1'-0° 1'-0• C 4 A325 1/2" 1 1/2" 3/8" 1 1 49080 Vert. Clearance at member 14(EPX005): 25'-11 3/I6" RBXO19 5 5.0000 .1345 .1345 1'-0" 1'-0° 21'-0 1/8" 242@ <5> - (2) Washers (095872) req'd at Flange Brace to Secondary.Vert. Clearance at member 15(EPX006): 25-11 3/16" 6 5.0000 .1345 .1345 1'-0° 1•-0^ Vert. Clearance at member 16(EPX001): 22'-7 3/16° RBX004 T 5.0000 .1345 .1345 1'-0" 1'-0° 21'-0 1/8^ 229@ Finished Floor Elevation 100'-O^ (Unless Noted Otherwise) 8 5.0000 .1345 .1345 1'-0" 1'-0° RBX005 9 5.0000 .1875 .1345 1'-0^ 1-0" 19'-31` 2460 10 5.0000 .1875 .1345 1'-0^ 1'-0^ MX006 11 5.0000 .1345 .1644 1•-0^ 1'-o" 81-10 3/16" 1140 GROUT 12 6.0000 .2500 .1345 1'-0" 1'-0" 20'-6 3/8" 345@ EPX004 13 6.0000 .2500 .1644 1'-0^ 1•-0^ 22'-7 11/16" 2550 BR25CA EPX005 14 8.0000 .2500 .1644 11-0^ 1•-0. 251-11 7/8^ 381@ BR25CA EPX006 15 8.0000 .2500 .1644 11-0" 1•-0" 25'-11 7/8• 381@ BR25CA EPX001 16 6.0000 .2500 .1644 1'-0^ 1'-0^ 22'-7 11/16" 255@ BR25CA TD T 50�-6 So-, 114 2.000:12 1/4a 2.000.12 n = RRI _- n o RB%Q19 - 1 RB%DO, R0006 I 93 I m m I j I 1 x I 1 I 1 I I I I - I I I I I I I I I I }za•-a• I zo-o• I 10-0• C 20-4• I zD'-o- CL CL CL CL 1801_0• �tur FRAME CROSS SECTION AT FRAME LINE(S) 5 No. 68504 8 29'-4° Ridge St. T 2 @ 21-6 3/8" : STATE OF ff ''II.. 6 2 8 2'-1 1/2• j O q'•.• v\ 2 21-11919/16• _ V�/'ONFA`'\��\ 1 8 1/2• Dimension Key Sna Nage"Oma AYag°. mrnmcn-eaalmwn0 c0mLWag 4. Flag. 5 PERMIT SET- For Building Dept. Approval 1. USE 1M X 112 A325T BOLT(4WB0) AND NUT (47120) THE BUTLER Urn. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE NFORI HEREON, REMNB THE PROPERTY OF BUTLER MIUTJFACTURNG W/O WPSHEPS SMIDTIGHTFN DOLTS ALLSECONDARYCUNNECTIONS. ONLYTO THE WORK PRODUCT OF BUTLER BUYER Wn. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE TSIO GEIESSEEST. KANSIS CIT$MO W102 FRAME CROSS SECTION AT FRAME LINE(S)5 SECONOAgY LI➢WNNECTIONB, AND FLANGE GRACE CONNECTIONS, WC AND DE SIGN AND PERFORM9NCE APPUCMLE PURCHASE ORDER AND MY BE REPRODUCED ONLY FOR TWIT MRPOSE.R UNLESS NOTEOOTHERW6E REOUIPEMENTSSPECIFIEDBYBURER SHALL NOT BE WO FED, REPRODUCED OR USED FOR ANY OTHER PUWOES WRHOUT pmegcan Pnrcrele Wustrlaa ®• 2 SLOT PEWFORCEMEMPIATESNEEDNOT RELOCATED ONTHE SPME THESURERMFG.ENGNECASSUMCOES PRKIRWRRTENPPPROWA OFUUTLERWFI t400593501 NOT MPLY TOTHEPERFORMANCEOR Onnge_2 eBap1MC1,,1 50E OFTHEWERAS THE HEEON WISHER THE GENEPALLOMPALTOPANOIDR ERECTOR SOLELY RESPONSNIE FOR ACCURATE DESIGN OFANY OTHER PRODUCT OR GOOD QUALT'WORQ%vSHIP N ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 'a Fog Plerte, FbOEa BUTLER Isa4rn++g COMPONENT FURNISHED BUTLER DRAWING. DETAILS REFERENCED IN THIS DMWNG, ALL MPLILLELE BUTLER WG. TOANYOESIGN OP PEPFORMLNLE ^^�•- Ofanpapenue BapllSl LAwcA BaSkemall Court BNkr MenYfddYfinO pBEL I BHL PEOUIPE "CEIGNPECFIEDBYBUTLER EPECTIONGUDESAN01NDU5 RYBTANOARDSPERTANINGTOPROPERERELTIDN. WCLUONGTHECOMELTUSEOFIQ OPARYBRACING. INS ^+®' 2meh 12 COLUMN OR BEAM WEB 1 NUT HER 'A• IER 'B' DICE WASHER I REINFOUCENENT PLATE PRESENT) MAY BE SHOP WELDED ON HER SIDE OF THE WEB. DESCRIPTION/PART NO ROD OIAq XUi HAIR SIRL ROUND ND WASHM A RAPS S] VASHrn B HILLEDE WASHM 3/D• 95321 J IF MT N=U (96109 1 V BE4FL SOL. NxNNSX 1 2 85iW 1 2 MT gASNER 95B]2 _Moll 3/4• MT ROUND MASHER ( 5 N' 8523T 5 N MT NA9HEA S594 ] ♦' 95]35 3 { MT N0.91fA 9591fi 1' MT ROUND WASHER (95999) 5{]SB ] • 932P J B• M! NA91fA 9594 1' 952JB 1• MT NA4ElR 93HH 1 1/r MT RCONO WA M (959{9) 5o:CS 1 1 • 9521 11 MT WASHW 95949 F - FEET G - GAGE CX••• = COLUMN (PLATE) I = INCHES 0 = OPERATION CGX••• - COLUMN (GAGE) E = EIGHTHS C = RN/COLOR µCX•'X = COLUMN (HOTROLL) PANEL/COVERING W fi 1 RBX••• = RAFTER (PLATE) 0 • F F I E C C F F T I E G G C 00 BOX'•• -RAFTER (CAGE) LENGTH LADE WRX••• - RAFTER (HOTROLL) = TRUSS RAFTER INSULATIONTRXX{• I B 1 3 0 1 0 3 6 0 3 0 W V ICX••• - INTERIOR COLUMN •• F F F I I I I I I E C C PCX• '- PIPE COLUMN LENGTI WIDTI THK SOD TCX••• = TUBE COLUMN SECONDARY (STANDARD) O B Z 1 9 1 1 4 1 7 - - - -- EPX••• = ENDPOST (PLAT:) • F F I I E G G• EGX••• - ENDPOST (GAGE) DEPTH ENGTH GACf ADJUSTCODES LRE SNA CBX••• = CANOPY (PLATE) SECONDARY (SPECIAL) CBX••• = PIGGYBACK CANOPY 00108Z1911417--- DCC••• = 8 1/27 GAGE POST • • • • • • F F I I E G G • • • DOE... = 10' GAGE POST COUNRRPEA LENGTH GAGEADaUST.000ES SHA BOTH ENDS ROD BRACING IRS - THREADS O R S 2 5 1 0 RT = THREADS E I EF F I I ONE END - CLEMS E END ON RU = CLEMS BOIL DIA LENGTH RP = THREAD ENDS BOTH ENDS - NO HILLSDES Q mwEM� Raor LMAttYI SECNUdXY XEL$N ••0 BI 0 W (rse- myfa) iWY.E BMACE LULL TRN y COIIXECI TO ME.!F HE Max uwma SDXXI— MEMCas m 1JAr -AA aP Ron, W/ Xus I.. rzuoe_.. E C` 1XI6X FLA f.s-T ¶ mw.)rzl a/4•AV59LLr WEY ^, \ \`\II n FLANGE BRACE RECKHREMENTS: RULE//I- ALL RANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE42- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (2). RULE#3- RANGE BRACES ARE REWIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY (2). RULE#4- WHENEVER POSSBLC, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULEI(5- WHENEVER POSSIBLE, PLACE ALL SINCE BRACES ON THE SAME SIDE OF THE FRAME WEB. •• 10' h 11 1/2- PURLNS REQUIRE 3 BOLTS AT EACH END OF PURUN TAP. G7 bF7d7 CONT. SEE ERECTION DRAWINGS MR LOCATIONS AND PART COLUMN 32III I ROD PH W/ COTTER PIN ERECTION DWGS) CONNECTION BOLTS BRACE SMUT (GAGE) _BSB_ WHERE SLOTTED HOLES ARE PRESENT, BOLTS ARE SUP CRITICAL AND MUST BE FULLY PRE TENSOUED. PAYING SURFACES MST BE PAINT FREE IF PAINT IS FOUND ON PAYING SURFACES N SLOTTED CONNECTIONS REMOVE WTH LIGHT GRINDING. STANDARD HARDENED WASHERS ARE REQUIRED OVER ALL SLOTS SEE ERECTION DRAWNGS FOR MARK NUMBERS AND QUANTITIES STRUT BRACING NOTE ALL BOLTS TO BE X 1 1/2- A325 BOLTS (6908D) (U.N.O.) ENDPOST TOP BETWE NO CAP CHANNEL - BRACED ROOF BEAM I •! ROOF BEAM w I u a HORIZONTAL a CLEARANCE a 8EXTERIOR < HORIZONTAL COLUMN I pm rc W CLEARANCE HORIZONEXTERIO TAL SPLCE _ _ _ J u COWMNR VERTICAL SPLICE ROOF —I BEAM L — BASE PLA a FINISHED FLOOR INTERIOR F rc ELEVATION 100'-0' COLUMN (TYPICAL UNLESS a i u NOTED OTHERWISE) U Q ¢ < I COLUMN BASE PLATE INTERIOR COLUMN SPLICE u I NOTE BASE OF COLUMN MAY NOT BE AT FINISHED FLOOR MARK�/aN�ua ramNUMBER KEY/nA{ m'. •Tam �m!wmmALTa W[ram �mENI 50BT COMMON GENERATED MARK NUMBERS IXrENB002 BASIC ERECTION GUIDE -STRUCTURAL IImpF13D2 �m GAGEFACTORY ATTACHED BASECUPII PFR007 ASE�ROEI HEIGHT DIMENSION SECTOONKORAOWING9 III I.USELrzXIIMA BOLTR1MSOIANDNUT(47120) WAWASHERS.SNUGTIGH fWLTSFORALLSECONM YCONNECTXINS, SECONDARY CUP CONNECTIONS. AND R ANGE BRACE CONNECTIONS. UMESSNOTEDOTHERWISE. 2. SOT REINFO PCEMENTPLATES NEED NOT BE LOCATED ON THE SAME SIDE OFTHE W EBASTHE HILLSIDE WASHER. BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: REFER TO: WDE5PAN STRUCTURAL SYSTEM 2013 INSTALLATION GUIDE B CASE P-q B 1/2' POS 10' POST 8 10' POOS7 R P ANCH •3/ ANLS 3/4' RAT ANCHOR RODS, NUTS PND WASHERS ARE BY BUILDER ONLYTOTHEWORK PRODUCT OF BUT LER BUU.M%G.N6 PROVIOEO NLty-UH tHLui Nu r Mt LUlWflQ DESCRIBED LA THE MFG.ANDDESIGNANDPERFONMNCE APRICARE PURCH4SE ORDER AMID MAY BE REPRODUCED ONLY FOR THAT PURPOSE REQUIREMENTS SPECIFIED BY SUNER SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSEWITHOUT THE BUTLER MFO.ENGNEENSSEALDOES PRIOR WRITTEN APPROVAL OF MILER MFG. NOTAPPDEINGN YTO THE PERFOgMNNCE Oq r �e«a.mmm u r I,nl RE.PO.EWE D RACCU DEGIGNOF ANY OTMEPPPOOUCT Oq THE GENEPPLLONTRACTOPAN09q EPECTOgIO WLELYgECPONCIBIE FORACCUR4 BURFA MANUFACTURING ✓ESSEE ST. KANSAS CITY, MO6A102 MS N .68504 k =_ ro 10 PERMIT SET- For PRIMARY BRACING SED'S Bmkr ManNatlwmg -- 20102F Secondary Part Schedule Mark Part Thick. Depth Lap Detail El 08E2411411MB32 0.1130 8 1/2- RS12PH,RSI2PA,RSI2PJ E2 OBE2411411DD532 0.1130 8 1121 R512PE,RS12PJ E3 OBE2411414DDB32 0.0790 8 1/21` RS12PA,RSI2PE,RSI2PJ E4 OBE2411414AD1332 0.0090 8 1/2- RS12PF,RSI2PE,RSI2PJ J2 00108JS0210417 O.OSD0 8 1/2- WS20F9,WS20B2,WS20H2 J3 00208JS0210417 0.0600 B 1/2- WS20F9,WS20B2,WS20H2 J4 00308JS0409017 0.0600 8 1/2- Pi OBZ2811411ASB3 0.1130 8 1/2- 3'-10 1/2a RS0ZT1,RSOITI P31 01008ZS080421703 0.0600 8 1/2- RS02T1 P33 00708ZS080421703 0.0600 8 1/2- P34 OGBOSZS080541703 0.0600 B 1/2- RS02T1 P35 00908ZS080421703 0.0600 8 1/2- P36 OIJOSZS080421703 0.0600 8 1/2- RS02T1 P39 082281141333B2 0.0880 8 1/2- 11-10 1/2- RSO1T3 PB OSZ281141633B2 0.0680 8 1/2" 1'-10 1/2- RS01T1 P9 OBZ281141533B2 D. 0730 8 1/2- 11-10 1/2- RSO1T1 V QPart Mark Key 1 PG1 U 2 J2 3 J3 4 J2 (Flip) 5 US (Flip) 6 0025GA11046 T 002SGA16114 8 002SGA16084 9 002SGA05055 10 001SGA11046 11 OOISGA16114 12 OO1SGA16084 13 001SGA0SOBS 0 Secondary Bracing schedule Id Qry Hark NO spacing 1 38 PH1,0210 21-6 3/8- 2 B CPBRC010600(TW.11-1 9/16- See BED: BR09K5, BR09JG, BR09RY, BR09RZ, BR09JK BR09K2 T T T T 1n2e4 1n2B3 1R2e2 IMB1 IS BJ 6 60 P34 / P34• / p39 P9 P31 P36 p31 P36 P33�1� YYYYYY � � P35 133 ~ P31 P39 / P34 P346� 1R1B1 1 1•-0- Dimension Key Sliaoe Nan 1.UNLESSNOTEO,USEWX112N25T BOLT(caSO) ANDNUF(4T120) THE BIRIER MFG. ENGINEER'S REAL PPPLIEB THISDMWWG,WCLUONGTHENFORMATIC W/OWASHERS.SMIGTIGHTENBOLTSFORALL CONDARYCONNECTONS, ONLY TO THE WORK PRODUCT OF BUTLER UT BLER MFG, ITIS PROVIDED SOLELY FORE 2 FIFAR .NGE BRACES ARE AN INTEGRAL PART OF THE STABY OF THE MFG,AFNERTGN AND PERFOHM4NCE APFNCABI£PUflCH45E OPDERPND MIY BE STRUCTURAL SYSTEM AND MAST BE PROPERLY MSTALIED PRIOR TO ERECTION REOUIRMEMSBPECIFE➢BYBUTIER SHALL NOT BE WOE ED. REPROWCED OR OFWALLAND ROOF SHEETS. THE BUTLER MFG, END NEER'S REAL DOES PRIOR WRITTEN APPROVAL OF BUTTER WE 3. PEMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOTMRYTO THE PERFORMMCE OR THE GENERAL CONTRACTOR AVnIOfl EPEL' 1RIB2 1R1B3 ROOF SECONDARY PLAN IR1B4 IGGESCRBEG W E THE I I BUTLER MANUFACTURING FOR THAT PURPOSE.R 1Sb GI✓EBBEE BT. MBAs LffY. MO arm RPURPOSEWRHOUT 51 7 7 * ' I o. 68504 k STATE OF sip t�S,'•.�bRIUP•' �l'��\�\ � ®1 I AI 11'\�\,\� PERMIT SET- For Building ROOF SECONDARY PLAN Ame an furcrele lMusYles omme mm�ne nwnne wmin cniveH Bu[Iet ManufagminB 291Ba 14 °� Xx,Y m t e °� - _ - E' e-1 _ m m"A A.,—H F 11 1/4 r 1 f0.L6ANIM WA -I ✓-N �N �^x' W� m Vim ��1/\\\�\ J�, 5viw°wx ERErnOx NpIE: 0.N EH A CMANHFL BRACE MES HOT UNf UP wM µEMIR ixoRoc olyT'cCp OR THE SLOTS IH TXE PURUN AEG FOR ECnON BErvp ME CHANNEL ile5 TPxnRO ME PURVN NW M'0 USE A SELF -DRILLER (5S]0]) TO ATTACH (11 / (3) 111-1.. I 1/A' SIPVCi, $CREW'/A•WITHH� MUST.SCRIMS(55]0]) (5530]) NOREVSE ` r5i AVD 1. SEE CWRi FOR R... SPACE ASS EMBLT $FLFCIION. ILA POtAiE Y ,A CHW H. z. REST SMARR $ TO ACRENE yJ TO AVGN 5 BETWEEN NO A40 Hgyr, VSE CROP RING i0 5EW RE S ECTOR SUSED ECURED CROP (z) 1/e' RIPER PIN USE cn 1/z' (1) 11/M' % 1 1 6ALy, A. NUTS T-41 CRAM SCRUBW�(09]]5z) An301 LOCATE RONU90.I NUT OB]36N S" ( 111 HUT ON EACH NAG LT SCRVB0.l TO YOE OF PURUN 5E TOP NOTE Cf n n-a0LL O.IP BE*IF FaFSErvf. A, urE smut gulp PBA,Aes AT UK MU nr X , A I i-AS GRAY $CRUB0.i [p9]]53 ANDSCPVBWT NUT (D9]z8] VT? (HEN CJ SfAUBOL TO BE ON OUTSIDE ET FA SMUT) W PYPYX ME FACE OF BRACE ASSv. TRUE STRUT VIEW (ppq-) FOP DAB 4TTACNNpIi -I °u A° _ AAAAIS.'A'FACE —°AM-1.ANA_ BMCE RGpJNEXWI4 FllUl- NL MxCE BRLLES OX 0.955 YCnpXS YYSi °[ IXS,IL[p. MXCE PN25 APE RFWPEO lelEx PMl YAP% W MEE ONIS"NETTA PmANNW BY 6 M W� M MAY[.2B wM"ip PMi uARK ¢ Ac PAxBD BY iI. . PoIDRE R 9X4rE LS lOxµp mF CENTG U, TIDE WIIgX4 wl[p- dEKB P065WE RACE ALL ux¢F cvcE9 w ME w6 ME OF IME FMIff NEt •• IV A Il l(]' W&NB RW WE ] B0.E Ai FAON END OF NPYX V.P. ti (j I 1 •' fsw6 nnw �.� 1� ANNF1 µNEC BRAN(WB-PURRUN - uPux' ASERN •A-] � DETAL PURVN BRACE AVE AT B 1/Y, 1 V. BPACf/3' FORUMS. (ESBST BEE. AT ]' PURUN 1' GAME sTRVTIPUFp- GAVE STPYT EAVEWItE/3-9NOIE USEL313'.BE s1RVT NUTS (e]13° LOCALE 1IRESS NUi EACH SILK O` RIFJNWIEi]- EAVE PVRYN MAME µrr' RIU I(TR.) xOIE FOR ERECTION ORAMNGS FOR LOCATION FOR LOW W HIM GAVE LOCATWS q u5E XXEX OI M'XEL BRACE ppFS TARE YP MM ME sLO1S IN 1NE RIRUN NEB. SE NNEN CXIHHEL BRACE DOES NOT VNE UP MMNRUNPURUN 1XE SWi51N ME %IRON WEB. TYPICAL GLANGE BRACE CONNECTIONS m YBR06AE c" cant, puqux TAP $xprm, CWL dPT t swPLE PURIx a ^mA...e BR09HG CORNER ZONE BRACING ROOF FU11 vlEw CIE SUFPo -" CHANNEL BRACE ENDING AT PURUN WEB m nBR09JG • SERF-ORE1Eq A. BExT Tries ^^ '^ CHPNNEL RIDGE BIUCE ASSEMBLY v V BR09JH c RIOOE SPACE OxLY TIT StuuFTA. RIDGE `^"" ^ `- BARE BRACE STRAP ANDID CANE PUURUUNBRAC YBP09K2 U. AT CAVE - -�BR09N5 . EAVE STRUT BRACE DO FRAME INT. FRAME e= OlG PAY 1 PURUN 6PKE CHANNEL ; ; IND. FRAME INT. FTE R INTERIOR GUY 1 PYPUN SPICE O LHWNEL ' ADJUST. CODS AE N1iIFM9t9f9T HARE ADJUST. CODES ryt CAGE 1 NGM TIIIINRer5 SHAP DEPTH ERECTION DRAWING PART MARK 3 1/Y r b' - 1 GA. C P I`( 1 W 1 B 3 BAY NUMBER CANOPY (C)/PARTITION(P)/ 1 PURUN BI E CHAIN ELS ° J PVRYN BRACE 13, CWNNELs ' ' ' e PURUN BRACE ) 3 ) + "u nw rz 3 PURUN SPACE LIUNNEIS ' ' e PURUN &UCE ) ] )1 CHANNELS +COUNT :.a�•1 ESP sTAxwgp xOTES: + - PURVNS R ME CWSTERS OF a HOLES FOR ATTACHING PURUN BRACES. THESE CLUSTER $ APE REPRESENTE° BY ONE OF THE SINGERS BELOW: 0 -RID NET INSTALL PURUN BRACES AT 1HIs CLUSIER Lpanw: ] - INSTALL PURVN BMCCS Ai THIS CLUSTER LptlnGN. SEE SECONDARY ROOF DIANNE FOR SPACE REQUIREMENTS. - AL THE AND WORK TOWARD 1IN CAVE FEW srAxwgD xmGs + - PURUM NAVE COG EMS pre RELIEF FOR ATIKNING PURUN BRACES, THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: 0 - 00 Nm wsuu PURUN OWED AT ING CLusrzR LpunpN. ] - INSTALL PURUN BRACE$ AT THUS allMR LOGTW. SEE SECONDARY ROOF..IFG MR GRACE REQUIREMENTS. -INSTALL BRACE$ AT THE PICGE AND WORK ME CAVE. RFm spas ccs p, T C - ME 11 011] 6 1/1' RIMS RIMS HER GAYS STAR1 pr - omP 11 ' s ° EFV. n=O:BSO DMIx RNME GCE 0> s l' II 3F[ 1 v qli] M - B 1/1' 6 C� 11 - p.p9t _ - 60•F smut u 1 xS -HIGH OYE Sm,T a pp - to '/Y BB - BACK TO NCK CEE ' IN. fAEm MAINCM s -Gan 'B'OBBB 1] -DIARY ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE CODE IDENTIFIES THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY z 1/Y - FRONDED HAD B IN OTHER BET OF UI aUSIFA CHANNEL Wr BF LOCATED IN GR w CLISTFA F SO - CHANNEL BRACE NAM BE LOCATED w FRxTO SET Or WHIR ALEIS PPWIDEO THEY AGE NICrvEO FROM GVE TO EAVE IN A GIVEN SLY. THEY EDFO PRO✓OED MEY ME ARCANE° FROM GYE TO FME IN P CNEN BAY. A PURUN BRACE CLUSTER LOCATION P BR09gY p Go &T CHANNEL LOCKMAN �°"°' "' PURUN BRACE CLUSTER LOCATION BR09RZ o IXTEPIOR MY CNWxR LOGMN 00CP x" SECONDARY PART MARK NUMBER m ENStB1 x WNYOH GP'EIOTED MIRK xpuMRS °"" " SPECNL SECONDPAY PART MARK KEY aw EN51B2 m CWUON CFNERLrCD uAaR xwe[Rs "'" ' ` SEWNOARY BUNGLE LOCATION KEY �YDJ51B]Aw ALL SECODARY CfPMS "°' "a PURUN PND CIRi SIZES 6x ENS]F1 B 1 3' 316mm " w*2- "A.ra,MIX oL, (p99Fx1 Gre BmuT NA. pw*BIG9 6 A) E � NATO RLoh 1�R Iq Rw(B9SB,I) E a MY Mx 6W [pNNF Wxxmna� fP" E B0.ALE. EGNMETBA IS 0.wM[MwS NRhp 0.1xFw4( 6 A 1? Fu9915 1X "BON N,. Wxlsrnw ENT.Osss_) i°SEEw»1 µi. WMECIpNn p1 11 siwAMWErMEAIILA AGGENGEs`AN q �'✓ 2 NE m'.. RAMC pGx FAME STRUT EAVE SFUIs (EWE BS�UL BR(4C 1/1' 1 BM DIANE OR SOLOIEP Fpwury GW t iWTp NUT roKWl)G °�� ° 1 I aUPTJ BGuR05 9plORALLGILWX(1) SNIP PGR IA 00.i GI£ BIPUi Ix9 Gpl PUR TO iRAYE V/ (ALF UNNE1AC BOU (GN,IAD) ON BANK- Gx GAME STRUT LOS F.B. PARR zwr MEAYE sxu 1 Purz I FOUJMR I RwF nuMI)Biu0xOK R GAVE 911Ni AN) G^a PIATC 1° iPAN (a)1/1' R Y @ / uu eWTIB9,z9B1 Qi�n ^ f xNrY 1-YAT IIBY 11Y'1/S OY1Si LOW EAVE SMUT - GI . s11NT R- AN— PARTS. m %¢.P TATIsfa.wnp MNT BfAuWMARTBq (1)1/T X g(2) R� AMR BOLT (COME) y 'b'1A / m C. £ •11=}'AAiYO' 111/1/I' WF{T OP SAVE S,RUT SHAH - HIGx 1AM MIT IMAR PURUN C AT INTERIOR FRPME ,. RS01➢ Wxnxupus PYRWs '""'"'"° PURUN LONNECl10N TO END FRAME R50211 a cpxnxupu5 puPLxs `" m EAVE STRUT CONNECPON TrvR512PA A AT mTEA. FRANK °P^"" ^ STRUT w/ ATTACHMENT PLATE xRS12PE JgCA FPAUE EAVE STRUT W/ ATTACHMENT PLATE mtlR512PF" EIfD FRAME a EANL STRUT COMMON N R4R512PX m AT ENO FRAME LC� O OATEN_ 1iy� oa u��e_ .. 5 ANAMI'A, aT aAi� x°T A'. i/.�•.R�, KA Try en;' VA� =M TO JWB p ONE, GCON H. 9xCIE YY9 SN (POI) SLL - 0 saY(EE JALm G\\\\ 9NTON i1uiT is�rmxM0..p ...10 w tlOm w A,AAE ,xri i/: uun ' 9NCiE JAMB U) In' ABBY THIN 0.R BASE i(0960531 ]A) 36 W1i W 1.LANA \ ': r• i NA UL2 UT/ IxsEAT RAVEL WP wwrfR (asnuD) <�MPUROLESAND .0O PHs AwAr ,I��✓% GERD SP110E .Na aIe mm,ER USE A PµE1 CUP AwP1FA AT THE EONS OF PURUxs OR EAVE SIPU15 WHERE A PANEL CUP OR PANEL GVE ArACHMEM MUST BE MADE `\ B ROI cX. F (UAAVB 9UNKAT1111 A�A '1 C'uYB Mlx WWN� .. e0.T ((MAAY) WHALE BWcl AN"ws )No E MUBG (yy .we w [wIr lI_'II IN JAN;U yY Au POI WP ] ]/e' AT T. B 1/1. 1G' 4W3 SECTION A -A I.., EtP - e J/P Al 11 VY GIFTS \ \\ \ It \ A I \VV/ FOII WL vF- p> Mx Y( tlLI (096BS6) ' O O' 09zpu) SECTION A -A B VA`A I F I OUK ID,T-�pI—T (K)M B' .11 wPExxG t THEN)(G966]6 I I Ea ANT(FE."9mo/o:: SECTOR A 6 W ILAx :31N.�./r Ava ai(•ew n Av DRr QFA. OLE Ali. NY aw 9S 1°mn o WN Y E u l - ] J/.' AT Y, a 1/I', ,V ARM SELPON A -A PMa] mP • A ]/1. AT n 1/Y GnS .68 004 — lE ^- O s F / s STATE OF �y` /G • "•/ �•`,'••. IC ��l (I • ��+ \ �i�C�'•., Of21DP.'�� VAL PAxEL WP AT GK STRUT 6 R512PJ m IEO MIERE STRU! STOP] BUi COXXECIpX PEOUIPE "" • JAMB TO GIRT xW520B2 a 9XGIE Pi pWBI£ JAMB. ANY ZEE PRi °^ `" HEADER TO JAMB amW520F9 AW HEADER, ANY S'NCLE JMIB "' "` SILL TO JAMB mxW520FB v .WT SOL ANY SI LMB ' "` JAMB BASE TO GIRT tlWSION2 n NL LMB ANO G0.i pEPMS 11 `0 I iI I Ii 10 PERMIT SET- For Building Dept Approval 1.UNLEBSNOTED,USE1GX1 IMAMSTBOLT(ABOSE)ANDNUT(e]13°) WN WpSHEgB.BMIGTGHTEN BOLTS FOgALLBECONOAPYWNNECTIONS. G. FILINGS BRACES ANO AN WTEGRAL PART OF THE STABILITY OF THE STRUMPXSYSTEMANONS) BEPROPEBLYWSTALLEDPRIORTOEREOTION OFWALLAND ROOFSHEEFB. 3 WMOVALORMTEMTDNOFPNYCO4 NEMISPROHIBREO. THEBUTIERNAM.ENGWEEWSSEALAPPLIES ONLY TO THE WORK PRODUCT OF BUTLER MFG.ANDDESIGNANDPERFORMANCE REOUIPEMEMBSPELFEDBYBUTLER. THE BUTLER MFG.ENGNEER55EAL DOES NOTA'PLYTOTHEPERFOPAWJCEOR DESIGN OFANY OTHER PRODUCTION COMPONENTFUPNISHEOBYBURERE%LEPT TOANYDESIGNOR PERFORMANCE REOUIflF)DESI NORPIEDBYBURER. THIS DR4WNG, NCLUDING THE NFOgM4TpNHEREON.REMANSTHEPROPERWOF BVRERMFG.N IS PROVNED SOLELY FOR EREGTINGTHEBUILl]INp DESCRIBEDWTHE A,,,CMuS PORCHASE CM,EA ANO EASY BE REPRODUCED ONLY FOR THAT PJRY)SE IT SNPJL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER MAMSEWRHOtR PRIOgWRIfIENMPflOVALOF BUTLERMFG. /'� y BORER MMWACNNNG I5W GENESSEE ST. KANSM1S CIry, MID 64102 ROOF SECONDARY SED'S American LPncrN°I1tlueNeS °anc`e^ Oren99 Alma. BnpIlA L11IUC11 rm' Fwl Plelc9.FKKIEa n: Orange Awnue8sp°n CM1wcM1BSBIAGRAICOW BUTLER BNIer Manufacturing MrnVx 'NIBS qr. 18K)GAROl THE GENERAL 65OLELYgE5NN5RLE FOfl ACCURATE GOOD DLLALRYWORKMaNSW NEflECTWOTH6 WRONG INACCORDANLEWRHTHIB DMWNG.DEZAILBRE ENOMNTHISDMWNG,ALLPPPLICABIEBWJE .G ERECTWN GLDER AND INDUSTRY STANDARDS PERTANING TO PgOPERERECTOI NCLUDNG THE CORRECT USE OF TEMPORARY GRAMS. ---IG wrwAx I BHL PBED 15 MS °n Al SRNs SMGT TWO IAA TABS _ m x I— APE.Q ERECTOx xprE: WHEN A CHANNEL BRACE DOfS NOT LINE UP M)X ANOIXEP °Hp40GLWNq CCEpNNECnON BENDS ME L1rEApNHFLNi iPdgARp NDff;. N� µp 1 ASSdTTSEDLEC110N.E BRACE ROTATE CHANNELS a USE ($ /x' usE I UPS x 1 1/x' t� (( USEvI 1 xuTs ELPVB0.i NVig(09�36])09)JS$) S'e., LOCATE 111 NUi ON Gbl HEAD OF SCRVB0.i r0 zCf Of PURER µEL MExlil ]x' x 1 1 ( / /A. 1-a GRAr scnu6EAT (O9>ux) woswusEAT xur (De>zs2) (XEI➢ w 6LPUBMi i0 BE ON W15M pF G.£ SMUT) YE PURUM SEE FACE OF -� e o 1XE PUflUX ME µEL USE A 6EIf-0RILLR ($$JD)) i0 ATTACH. 2 NEBf CHANNELS 70 ACNIEYF q i0 AUG. BF ON W1SDE OF U$¶lOP MOIE DF BMLE A55'I. EAH SMUT NEW a \\\\//// F-AA_�• Pmw = ¢¢LOLL Irywr X i/x-I.. 11/N. �xi�li�%Is Em1/� 5' BETWEEN NOTES µ0 ME DROP PINS l0 SECURE. NIXb SEtt'w SECUREUSED D WIN Mop E.K SCOUT - Ou [LIP IFNPRESdi. PTA- FOR TPB AIIAGNENI I ) �z WT. $IRS W (55]On (a I/4' x 6 1/4' PINS wNmto_AAC ¢ wr.� INN'xA D¢ wYRe P.D. ti= (]520)) DROP FINS (C9]Cso) yI 9 Q C, ARM °°¢Man'un uTwFAA ti-. smnw NV AND. µNEC FACE OF EAVE s1PVr E a�, _ BRACE GRACE (EPB-) (LOB-) EA �¢WIW O PURUN nxut ® 0 iIµR URIC( RNJREM.P, ~ '•�urtfa CHiNNEL WOCE BWSE O p wLE/I- .. PLAN EWACCESMNAR w OWa ANCED wzl BE MAN ON RIME/x- 9XGIE MXCC BRACES ME 0.(WREO NXd P/Ar WPX w tiep MAWAN`rx.. - ® ACPSddB Y ( FIVE PV Wx BRA_¢ COCA-) AT B 1/$ 10'. 1E $MR USE (2) 12' CRY HEX aW ( SMUT NUIs (O 20 LOGIE /1 CRMs SmnOx 19 x0t A¢Wlp Olm Br (AIR HAN . SPACE SWIM /z' Puqurvs NUi EACH $ D` %INJH M'SFS- 'R IN, MACE MAR,EWY M inwE v2B ® Up (Ess-) (NOT FEo AT r PURUX VF pVPUN �L�BPA�¢ WxLN- .,NEVER "M % RACE AX s TOWARD M CdiER K THE wIWX USE MIEN CNANXEL BRACE SE NHd CNµHEL BRPEE DETXL BPWJC PURUN LO r GK SMUT) BRACE ASS,. i�l wIE/Y AAEN IN %ACE ALL IMC E SPLITS w 1XE BM E TH FPu£ xE0 P-ES UNE UP Wn1 nlE GOES NM MINE Up MM SLOIs W ME NPLIH NEC. ME GLORG IN ME PROLIX WEB. AIR STRUT pV W W (FBA-)IT1+J SEE EAECION DRAWINGS MAN, .• R. Y 11 ICY PAR. IMME ] EX. IT... END Or PURR .1FOR w n0,0 LOW W RANI LAWLOCATIONS.FEW LOCATION n e. TYPICAL FLANGE BRACE CONNECTIONS �• I• a xBP09HF a ^ CORNER ZONE BRACING ` x` CHANNEL BRACE ENDING AT PURUN WE �YBR09JG ' a -^•^^J'V^ a CHANNEL RIDGE BRACE ASSEMBLY `^'^"' x " EaVE BRACE STRAP AND GAVE PURUN BRAG E W—Kl; CALE STRUT BRACE NBR09KC e BRD6Af SORT. P IM.A tm Sxpw. Ewr, ART N S ALE dRIN gpQF PJN VIEW (EfE suFwm) SEEM-M WM BENT TABS BR09JK glptE BRACE ON(v AT srNMErWUL PIWE BR09K2. LOOTm AT CAVE - mlROunE of fpµE dD4 FRAME INT. FRAME DID MY f IRA, FRANC INT. MAN E E INTERCO MAY E ERECTION DRAWING PART MARK C P F2 1 W 1 B 3 1 POUN SPICE 1 PURUN SPLICE CHANNEL ] o o T. CDD GAGE "Fmwtmi�3 ADJUST. CODES ° , CHAIN $r pDRDN TRACE LWNNELB ] PUMN aw.cE $ PURDN SPLICE , , CHANNO-Smeters , , , CMAW! < PUPUH BR¢LE , , , , HANN NgpE BAY NUMBER - 1 PVPUN BRACE , , , , cxLxxDs "NCANOPY cLlGmt ausTw (C)/PARTITION(P)/ STANDARD NOTES: + - PURUNE HAVE CWSIERS OF A MOLES FOR ARCHING PURUN BFYEi. srwNND xoas: + - PURUS HANG WISTER] OF A NwJS MR ARRACNING PURUN SPACES. DEPN SHME < m - T - ZE N . GNJ vm WIFE .1 ROOF(R)/WALL(W) NUMBER MORE CURER S µE NOWT TFMED BY ONE OF THE STAN. BELOW: THESE CLUSTERS WE REPRESENTED BY ONE OF ME SYMBOIS BELOW: OF - B •A' E _ - 0 W B _ B Ih' C65 - EVE z - o - OD xm Nmqu puqun BRACES AT MB cwmfR Lounon. o - DO xm Nsrqu PQeux OWES AT Mm CLUSTER wunW. C - Is _ �w ms WIN GCAV SICVC 11 1 I N - °°O1° ° - � � n-aDm 11 11 Ih' IG - N. CANE EM III. 0. W BUILDING SHAPE I NSMIL pURUN ... AT THIS Cwm@ LpunoN. ST $ECONOMY ROOF COMING FOR TRACE REOUwdENTS. ) - INETAIL FURIN TRUES AT MIS CLUSTER LOMON. SEE SECWDAU ROOF BOOSTING MR BRACE REQUIREMENTS. MJ - BB - H1M TO Rtlt CE - T0. FACE ro B.al CE THE BAY/BUNDLE CODE IDENTIFIES - INSTALL PURUN BMtt$ AT ME HUGE AND WORK TOWARD ME MIVE - INT&L PURUN SPACES AT THE WARE AND NOOK TOWARD ME uvE. n • amaD "- F"E0 F''EA n - Onm THE BUILDING CANOPY/PARTITION/ ROOF/WALL PLANE AND BAY - CHANNEL BRACE MAY BE LOCATED IN DOMN EST OF SLOTS N CLUSTER - CHANNEL GRACE MAY BE LOCATED N EITHER EST OF SLOTS IN CLUSTER PRONICED TREY ME ALIGNLO FROM GIVE To EX T N A GNEx BAY. PROMOM TROY APE AUSCED FROM GIVE TO CANE N A OWN BAY. m• a PURUN BRACE CLUSTER LOCATION n n °"°' o PURUN BRACE CLUSTER LOCATION m 00 ` " SECONARY PART MARK NUMBER CdO `^ ^' SPECUL SECONDARY PART MARK KEY �mEN5182 o Fm "' ' ^� SECONDARY BUNDLE LOCATION KEY "-m °m" PURUN AND GIRT SIZES BR09Rf FIND anY wµxEl LOGTWI BRC9R2 IMEWOR BAY CNAI Lo4nOx EN51B1 CWNDx CfHEMTFN MARK xuMBERs C!!(SN XAWD MAWC NANBERJ PISIB3 All sEcwonRY CONTRAS EN53F1 a I/Y r6mm Pq WP Dm Nw CONNECTOR �Mi. Ix W) MI SHRm (.)HB.THR, p .,ONAA.) X OTE SXIY %AS EAC.PY WA,E WHIM C. SNN P41E w. Me2R Is G OT'MLT um9nr Li A P1C[HTPI XYr IDpWlx) ¢s°sJ IS zO sEtnw A UP FW SNM M 1 1 X. Y.A66 11 nm CFWFc .ei. %�.O 1 CAM, MIT CwxfrnCN� SANE S1!(u�L.TITT, $NYRAM uWNECRW UT BP(4E OURr) IEMR)A`Aro E � °AIR sa.D¢R tun) ¢lWx� RDDr MANRas MIIM PLATE R� aMI (SEE CFNW x Y 4ALEN mown (z) I/R" x z- (z)1/$' M25BEAT (oSTEIM) AJ$$ BMi (09)$BO) FgANE oR E.M. ELT CARE CMUT Aw :°EMIT MUTE ro.1 W/�ou/eni'• �_ e:BLi tirtsm FrN.ABEW/ @ �S o IN)ze aux r r (m)zam .� me,uDl a V° 4 r-D• Ar r W e I/r arsfr r AsI - RARE BUY ` "tom 4A`s S La. CARE mart omAN-nIw CAs SORT USES Wa.O PARTS �w4 v AT". , ,C gT LOW ONE SMUT wDw- RICH ONT CHAT USES XWEAR FAN, r-r AT ID' s n IM EM ET LOW MINE EMT wow-HNH CANE CTRT sow '~M'a• �^ CTION PURUN CONHONTRUOIs AT R FRAME R em FRAMf END PURUN CEENNBosl �eM- W-- CAVE $TROT CONNECRON 44R512PE W ATTACHMENT PLATE EAK BIRUi "` •"°` EAVF STRUT W/ ATTACHMENT PLATE m`m • x"'^ CAVE SMUT CONW,GMUN R601 i1 R502i1 RAL.B R512PA AT INRWOR FRAME pR FRAME R92Pf FND FRAME R512PH AT END FRAME m (s°�1Nµ CATEM AMm , s (D I/.•_ r y.. e`�aOlrvz JT•`� v vi Alluuc ^°no nor ,,,^,��? � XGDFA ;p JAVB LOP (FC) DDp, xMIaER N IPCI)Y3 BLL u�n� ww i/, � • • k< �/ D Aeoe ISNMf J.XB , . . • / ///////o�Ew11D"io J[�+ e4 R� O Sx°E JwB sN +� <\\\ RAW B. mmx a"B HART 0.i IOBBB]BI ZfE pRr e V) ° \ i 1 No. 68504 uvRE'"s°aur ^ r xsfm P>rJa aIv) \` n $ R° irl EM .1 a GANS OFF. yC\\\ q>Pn' I'll M1, .4 (:®al � i * e[x0 TATs Awgr A aaq DOUBLE I I vA I ? vAV � = TROLL EucE (,) In' Asa, ,HIM mHE.eaw»a N.C.Lr�wBBxl u MULL mu M °R TbX `. �': STATE OF <�u W IN u ° a waomelE tle vx' ALm ww ABau (m1=0 a�PSHr ()� LLD) mx oH¢ xur IDSwU ss) ¢ iK,Y�: i o'w<Darsmz) A PµR CUP ADAPTER AT L C P O OT PUg4HS OR SNE STRUTS WHERE APµ EL NP OP RAVEL I�xWo,;� q! \ yy°,p \VL- T °^T1 oORELOR L / rr ¢ SOON CAVE AITILXMFM MVs( BE NAOE p m CUP - 3 ] /A' AT AB 1/T. 10' CAIs$ECPON a -A FONT 06) G➢ - . J/.' Ai Il Ih' Gflfi SECTION A -A SECTION A -A aa/.•Ar ,a,A..ID-.XR CUP - J/.' Ai II I/x' CWRRT �/ AAL RUTmxm MSIOP$ c O GI o TO J ME w YW520FB TO GIRT NEL R$12PJ.cm OGTED ANZSILL E SIPBNVL HECRON REQUIRED W520B2 EMPE EN DWBE µY ZEE TWIT W520F9 pYY NUDEeERANT $IN2EJAVB ANY 9LL µY 4NGE JWB ALL JANC AND Glxi OEPMz PERMIT SET- For Building Dept. Approval I. UNLESS NOTED. USE lO X I M AMST SOLT NOOTOI AND NUT (4)120) THE BUTTER MM. ENGINEER'S REAL APPLIES ONLY TO THE WORK PRODUCT OF BURET WON PRODUCTOF THIS DRAWING, INCLUDING THE INFORMATION HEREON, REM4WS TXEPROPERry OF CURER MPG. IT IB PROVIDED SOLELY FOR ERECTING THE OU ED DESCq®EEL INTHE SURER 6UWUFACfUPoNG ROOF SECONDARY SED'S WAIWASHERS. SNUG TIGHTEN SOLTS FOR ALL SECONDARY CONNECTIONS. MFQ.ANHE ND APPULABIE WgLH45EONOFAPNDM4Y BE REPRODUCED ONLY FOR THAT PURPOBEU 1610 GENESEEE W. KAN$AS CRY, MO 6i102 2 PLANES STAGES ARE AN INTEGPALPART OF THE STABILITY OF THE REQUIREAffMS SPECIFIED W BURET SHALL NOT BE MODIFIED, REPRODUCED OR U5E0 FORANYOTHERPURPOSEWRHOER American Wa<rela NEusVlea 19dW93501 SFRUCTUTAL SYSTEM AND MUST BE PROPERLY HAD ICED PRIOR TO ERECTION THEBUTLERWHAENGWEER'SBERLDOES PRIOR WRITTEN APPROVAL OF BUTER NFG. OFWALLANDROOFSHEETS. 3REMOVALORALTEMTIONOFANYMA NE ISPROHIBITED. NOTAPPLYTOiXEPEPFOPMMCEOR NCH Orange Menue At Ch=h BaNI THEGENGPAL CONTRACTOR ANNOT ERECTOR IS SOLELY RESNNSUBM FOR ACCURATE viaeol9 OESIGNOFANYONERPRODUCTOT GOODOUALRYWORWNJJSHIPWERECTWQTH6 BUlDNG INACCARQNJCEWRHTHIS 'ON FORPw¢e.R,',A BUTLER BEC IBIIL COMPONENT N6NISHED BY BFFLER EXCEPT DRAWING, DETARS REFERENCED W THIS DRAWING. AL APPLICABLE BUTLER MFG. TO ANY DESIGN OR PERFOgA1aNLE ERECTION GUIDES,ANDINDU WSTMN DBFEWANIN.TCllOF EgECT1O a Oran aAwnueB sI LTlrcll dskeroall COIN B CPU ButIer Manurazlurin9 MB 16 pEOUWEMENT55PECIFIED BY SURER INCLUDING THE CORRECT USE OF TEMPORARY IMAGING. weve $m B3 Secondary Part Schedule Mark Part Thick. Depth Lap G1 OBZ21114171102 0.0600 8 1/2n 10 1/2n G57 OBC1911417DD02 0.0600 8 1/2- G92 00208ZS100631702 0.0600 8 1/2" 10 1/2e G93 00308ZSlOO631702 0.0600 8 1/2^ 10 1/2n G95 08C1902417DQ02 0.0600 8 1/2n G96 00108ZS080631702 0.0600 8 1/2n 10 1/2e G90 00408ZS080631702 0.0600 8 1/2n 10 1/2n �i 1 2 GFAP1054 1 VCC07003090 QPart Mark Key Detail WSO1G3 WS0102 NS12N2,WS01G3,WSO4C2 h`S12NZ,WSO4C2,WSO1G3 WS12N2,WS0102 WS12N2,WSO1G3,WSO4C2 WS12N2,WSO4C2,WS01G3 T T IT y 1 T SECONDARY ELEVATION AT 1 PERMIT SET- For No. 68504 STATt�O[F� �tt� 1, UNESSNOTEO USE IR% I IRA628TBCLTNW80) AND NUT (47120) THE BUTIEfl AffG.ENGWEEq'S SE4LPPFLIES ONLY TO THE WORK Inle urwWwu.wuLuuwu lne wrurwwrun nervex.n...urwuYo intrnuveniru, BURER MPG. R IS PROVNEO SOLELY FOR ERECTING THE BUINING DESCRIBED IN THE SUTLER MANUFACTUPING SECONDARY ELEVATION AT W/O WP9IEPS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS PRODUCT OF BURER MPG, AND DESIGN AND PERMRMNCE APRICABIE PURCHASE ORDER Me ANY BE REPRODUCED ONLY FOR THAT PURPOSER 16f0 GENESSEEST.KANSASCDT.MO641T2 2. FLNGE SPACES ARE AN INTEGRAL PAU OF THE STASIIM OF THE PEOUPEMERGSPECIFEOBYBIGLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED MR MYOTHI PURPOSE WRHOUT A•' STRUCTURAL SYSTEM AND MUST BE PROPERLY WSTAI PRIOR TO ERECTION THEBUTIERMFG.ENGINEEq'S BEP100ES PWOR WPNIENPPPPOVALOFBUTLER M'G. pmarlcan Concrete Wustnu leou.-Ti OF WALLMDI HOOF SHEETS. S OFIAO-LANDROOFSHEET" NTLOMPONFM I6 PgOHIBRED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND OR ERECTOR 6 SOLELY RESPONSIRS FOR ACCURATE 0.9.Alei,-Bapti9Chw<II — DESIGN OFANY OTHERPRODUCT OP GOOD OUAUTYWORIQMNSHN IN THIS BULLONG INACCOgppNCEWITH THIS �Aa Forl Plerce.FbriOa BUTLER an., COMPONENT NRNIBHED BY BURER E%CEPT OMWWG.OETARSPEFERENCEDWTHISDPAWNG.PI PLICABLE BURER MPG. BEC 1BHL TOANYDESIGNORPERFORMANCE ERECTnNGUOES.A MUSTRISAN DSPRTANINGTOPgOPERERELTION, weer: Oran Awnue! tLwch BaskcallWwt Ba aptls Bulkr Manuhatlurinp gEONPEMENTSSPEGFEDBYBURER INCLUDNGTHECORRECTUSEOFTENPORARYBPACING. WE, wm*r 20181c 17 Secondary Part Schedule Mark Part Thick. Depth Lap 09C2305411CC20 0.1130 7° G21 OSC241141SM02 0.0680 8 1/2° G22 08C2411415D➢02 0.0730 8 1/2° Gay OOSOBZS271141302 0.0880 8 1/2- Bracing Part Schedule Part 0ty Length OGRS3204 2 32'-4° Detail BRO1G2 Detail WS12N2 WS12N2,WSO1Q2 WS0102 T I r_____ I _____ _______________________________ ______ , I 1 '22 22 21 yA W3 Opening 121 Opening 122 Oh 07C23050 OB4 G33 ('fyp.)I... (Near) 1W2B1 1V2B2 SECONDARY ELEVATION AT A i T 20 8 �'•; STATE OFy .pO1 ....... ... 01Y n 3 2'-11 15/16° 2 2e-0 1/16° - 1 1`-on 1 GPAP1054 �Dimena ion Key QPart Mark Key SM1a Nama=orae aAYaaua 1macearh-aak,m W41a2 PERMIT SET- For Building Dept Approval 1.UNLE NOTED.USEWXll1 A325f SOLT(AADSO)ANONUT WT120I THE BUiIfR MFG, ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF SURER THIS DRAWING, INCLUDING THE WFOPNATON HEREON, REMAINS THE PROPS STY OF BUTLER MFG. R 2 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED M THE BURET MANUFACTURING 1540 GENESSEE ST. IUWSAS DRY. M064102 SECONDARY ELEVATION AT W/O WASHERS.SNUO TIGHTEN BCLTS FOR ALL SECONDARY CONNECTIONS. HERS.SARE TIGHTENALL HTENP TS FORRT MFG. AND DESIGN AND PERFORMANCE APPUCABLE PURCHASE ORDER AND MY BE REPRODUCED ONLY FOR THAT PURPoSE.IT 'WA)ECONDAR' OFTHE THE RUANGESTRUCTURAL SALESARESYSTE REQUIREMENTS SPECFED BY BURER. SHALL NOT BE IMODIFIED.RUH.CODES OR USED FOR ANYOTHERPURPOSEWRHOUi gmencan ConcrNa 4tlurLiea nR 1eArew"1 NNTEGRAL MST PROPERLY LT VISTABGO0 TRUCT EflECTpN THE SURER MFG. ENGINEERS REAL DDES PRIOR WRITTEN APPROVAL OF BUiIERM G. OFWALANDROGFSHEETS. S. REMOVALORALTE0.4TIONOFANYCOM NEWOPROHIBRED. NOTAPPLYTOTHEPERFORMANCEOR onam Onnge A.,. BLO.ChInh BUTLER THE GENERAL CONTRACTOR ANDNR ERECTOR IS SOLELY RESPONSIBLE FOR ACCUIIATE uue v+a2mB DESIGN OFANY OTHERPRODUCT OR GRAWINGNTTWORKIENS IN ACWB6 THIS TM' FOR PIenv. FkTWa oy vRwa BEC T BHL COMPONENT FURNISHED BY BUTLER IXCEPT TO pNEMENTS PIED D IISDGWNS,ADWG RWRM GRAININGGUDES,RM NIUITRI TMSDM.MRAN'll LTCAME BUif£R AffG. FERTANINO TO PROPER EAECipN, ECLUDINGHEESANECTUSE e Bapti On.,A,anua ¢I CM1ucM1 Ba¢kemaA Cowl BNkT ManuTatlwing Nf5 ... 1S SPECIFIED BY BWCE REOUIREkff]YTS SPECIFIED BY BUTlE0. INCLUDING THE CORRECT USE OF TEM1POMRYBMCMG. F TEMPORARY 20+02 xcr¢nnic .d..ea.,, cam. .uu. .araec.,.a+awx.ea..s�a Secondary Part Schedule Hark Part Thick. Depth Lap Detail 01 0OZ21114171102 0.0600 8 1/2^ 30 1/2• WSOSG3 G57 OBC1911417DD02 0.0600 8 1/2• WSOIQZ G92 00208ZS100631702 0.0600 8 1/2• 10 1/2• WS12N2,WSO1G3,W504C2 G93 00308ZS100631702 0.0600 8 1/2• 10 1/2• WS12N2,WSO4C2,WSO1G3 G95 OBC1902417DO02 0.0600 8 1/2• WS12N2,WSO1Q2 G96 00108ZS080631702 0.0600 8 1/2• 10 1/2• W512N2,WSOSG3,W504C2 G97 00408ZS080631702 0.0600 8 1/2• 10 1/2• W512N2,WSO4C2,WSO1G3 fi 1 �zo-o• L 20•-0^ i 0-0• i —zo-B• } zoo-O•� cx cx a cx T 19B•-D• BL SECONDARY ELEVATION AT 5 * €, No. 68504 k STATE OF L. 1 GFAP1054 VCC01003090 0�0lNAI 1 QPart Mark Key PERMIT SET. For Building Dept Approval Gh Name c Cenge, Awnue Eapbm MwcH-Ba9XewaB WatmG LUNIESSNOFED, USE 12X 11R A2P5TWLT(49M)NNONUT(47120) THEBUNEq MFG_ ENGINEER'SGEFLPPPLIES ONLY TO THE WORK PRODUCT OF BURER THIS DRAWING. WO-WWGTHE NFOP TPINHEREON, PEM4WB THE PPOPENIY OF BUTLER WE. PROVIDED FOR ERECTING THE BUILONO DESCRIBED IN THE IY I BITER NANUFACNNWG SECONDARY ELEVATION AT WN WgBHEP5.5MIGTIGHTEN WLTS FOPNLSECONDAgY WNNECTKMS. MFG AND DESIGN MD PERFOWHWCE APPUGNRE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOB THI PURPOSE R 1m GE1E55EE 5T. KANSAS CRY. Mo etl02 2.FNGE BRACES ARE AN WTEGRN. PART OF THE STABIUTY OFTHE U . REQUIREMENTS SPECIFIED BY BURER SH NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT gUnencan Gnc�eta htluzlnes '� 19U."0.1 SIRUCTUPPI SYSTEM AND MUST BE PROPERLY ISTNIED PRIOR TO ERECTION THE BUTLER MFG. ENGNEGRS REIL DOES PRIOR WRITTEN APPROVAL OF BURER MFG. OF WALLANOROOFWEETS. 3. REMOVAL OR ALTERATION OF PNT COAPONENT IS PROHIBITED. NOTMFLY TO THEPERFORMANCE OR Qw eAwRR,B NChuch BUTLER THE GENEBALCOMPACTORAN0.roP ERECTOR IS SOLELY RESPONSIVE FOR ACCUMTE ure va201q OESIGNOFANY OTHERPRODL'CTOR GOODOUNITTWORNMNSHIPNERECTNGTH5 BULDNO MgCCOgDANCE WITH �' FONFIe2e,FWWM CAMPONEM NRNLSHEO BV BUTLEfl EXCEPT DBAYYING, OETALS REFERENCED IN THIS DABANG, ALL APPLICABLE BUNFA MFG. m. Oren A,enuzB zl Chwch SzekeTaY LouR BEC T SHL TDANY DESIGN ORPEPFO.cC EPEGTWNGUDE$MD INDUSTRY STANOgP05 FERTPMWGTO PROPER ERECTION, 9• BNIer Manufaclurinp p MB PEOUIREMEMBSPEC6PD BY BUTTER INCLUONGTXECORPECT USE OF TEWORARY BRACING. 19 Secondary Part Schedule Frame WEI Schedule Nark Part Thick. Depth Lap Detail Part Width Thick. WEI Depthl Approx. Lgth PCC%O01 0.3030 8^ PCCX001 CB%13-Y5 8• 24-11 1/2• G21 08C2411416AOO2 0.0680 8 1/2n WS12N2,WS01Q2 G22 OBC2411415UD02 0.0730 8 1/2- wsalQ2 G25 08C2411413DD02 0.0880 8 1/2a WSOIO2 G39 00608ZS271141202 0.0980 8 1/2" Bracing Part Schedule Part Qty Length 06RS2704 4 201-4- Detail BROIG2 3 GFAP0114 2 2'-11 15/16n 2 GFAP0084 1 1'-0• 1 GFAP1054 Dimension Key QPart Nark Key LJRad, Strut, and Misc. Connection Bolts Id Cry Grade Bolt Diam. Bolt Length PartNO 1 2 A325 3/4" 2 1/2° 0097284 I I I r- _-. - _ ___ I 1 I 1 ____ 22 - _ 06Ryzj 1 04 25 ___-__ l 21 ,1TOa 39 6p5 epeviv 141 opening 142 s IV4BI 1Y4B2 SECONDARY ELEVATION AT F 199a1 ®:. STATE OF O RIO, ZONAL PERMIT SET- For Building Dept Approval s6n rva91.=Datr aYew. ua ChmcM1-eaelwman Wmm4 THE BULER WG. ENGINEER'S 2E A ES THIS DR9WWG, WCLWING THE NFOPNATpN HEREON, FEM4NS TXEPROPEPTT OF BUTLER WA ACNRING I. UNlESSNOTEDU5E12X112A%5T BOLT i4WS01ANONUT (d1II0) ONLYTOTHEWORXPRODUCTOFBURER BURFH Wn TB PROVIDED GORE- FOR ERECTING THE BURDING DESCREO N THE 1590GENESSEESLIVINSISCRR"M0fi4ID2 SECONDARY ELEVATION AT WN WASHERS SNUG TIGHTEN BOLTS FOR QL SELONOMY CONNECTIONS. WIS. AND DESIGN FNO PERFORMANCE APPUCARE PURCHASE OROERAND MY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2.FWJGEBMLES PAE AN NTEOMLPART OF TXE STPBM1RY OF THE OFTHE NWTEGRND REQUIREMENTS SPECIFIED BY BUREB GI NOT BE MOD FED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WTROUT pmeM1can farcrete Liustries "a` 19CUfi93501 STRUCTURAL SYSTEMARE VUST BL PRT STAUEp PRIG ERECTION THE OUR£R NFG.ENGINEERS 9EpL DOES PRIORWRInENAPPROVALOFBURERMFG. OFWNLpND HOOF GHEETS. 3, RQAOVpL OR ALTEMT�tlNOFANY L0A40NEM IS PROHIBNO). NOTAPPLY TO THE PERFORMANCE OR Onn90AwweB, LTmcM1 gOTLER THEGENEPALCONTRAGTORMDJCRERECTOPIS SOLELY flESPONSIBIE FOR ALGUMTE saarml9 DESIGN OFANY OTHER PRODUCT OR GOODOUALOTWORKM JPNERECTWGTHSBLDWGINACWflO GEWTTHTHIS Fort Fierte.FbrlEa COMPONENT NRNISHEO BY BUTLER EXCEPT pppµrlNG, 0ETM5flEFERENLED IN THISOMWNG.AU. pPPLICpBLE BURER MFG. rtuc.: Onn A.enueB si CM1usM1 BaskeNellCwn � pEC 1 am TO ANV DESIGN OR PERFORMANCE ERECTION GUBES AND NDUBTM STANDARDS PERTAINING TO PROPER ERECTON, 90 BNIeT M-UOdmin A MG 20 REQUIREMENTS SPECIFIED BY SU R- INCLUDING THE DO ERECT USE OF TEAPOMRY SMCWG, wm' 201B2c SEE CRECTON ORAMNLS FOR CATIONSLOAND PART :1.00 ON E fl00 TT PIN W/ COTTON RN ADJUST. CODES ERECTOR UNDI ADJUST. CODES GAGE GAGE 'CONNECTOR BOLTS SARI FOR AND ANO GO INCHE LENGTH millimeters millimeters ,¢RACE STRUT (GAGE) SHAPE -no— DEPTH -2FKH COUNTER _. DEPTH SHAPE GIGE DEPTH SWE CAGE RANGE BRACE REQUIREMENTS: µm"°rz [o-xsrnae 07 = ] t = ZEE 11 = 0.113 01 = Y p5 - 2EE 11 = 0.113 RULE/I- ALL RANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULEp2- SINGLE RANGE SPACES ARE REQUIRED 'MIEN PART NARK ON CROSS BECTON IS NOT ACCOIPANIEO BY (2). RULE/I- MANGE BRACES µE REMfl�O BOT SDI OF RG FRAME MET EN PART HARK IS ACLONPµIED BY I. RIhEH- MIIWEVER P09BLE PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING RUIf/5- "D EMER PM19LE. PIME ALL SINGLE SPACES CN THE SAME SINE OF THE FRAME WEB. •• 10' k it I/2' PIRLINS REQUIRE 3 BOLES AT EACH END OF PURUN UP. WHERE BLOTIFD HGEB ARE PRESENT. BOL15 APE SLP CMTCAL AND MUST BE FULLY PRE TENSIONED. FAYNC BVRGQS MUST BE PAINT FREE F PANT IS FOUND W FAYINO SURFACES IN SLOTTED ROWDOTCNs RONOVF WTI UCMT WINCING STANDARD HARDENED WAWERB ARE REOURED OVER ALL SEEM BEE ERECTION DRAWINGS FOR MARK NJUBERs AND OUµTTES 08 B 1/2' ID = 10' It = 11 1/2, C LFE E = Lqy Uy£ gqU] H - MICX DONE STRUT 12 = 0.098 tO - 0088 4 = DL]B t3 OD)] 18 n GABS 11 - ..ND W - 0 1/2' 1G - 10' 11 11 1/y CS CEE MS _ LOW PAVE STRV! HIGH PAVE STRUL BB = SACK TO BILK ME {0 = FACE TO BACK CEE TF -FACE TD FIIE CEE 12 = 0.09E p _ COUNT H = 0.0]9 IS O.CA IB OA&B DESCRIPT ART NO xW nw sR NwnO x5xp rwo srt¢ ••snw e .IU 1 P. J B' 95 BE1fL SWINE Nn91W MMO I)/n' gELy ML RWNE NF91ER L439ng G" syyr a' t' Ml R+uxO w.wFR (°BUST v... 11� ML vWxo rua'IR Um. -1— 91I11 I I Wald yews ERECTION DRAWING PART MARK III III C 21 21 P R 1-WI B3 YCBAY NUMBER e• u ANOPY (C)/PARTITION(P)/ ROOF(R)/WALL(W) NUMBER BUILDING SHAPE THE BAY/BUNDLE CODE IDENTIFIES 23/B' THE BUILDING CANOPY/PARTITION/ - ROOF/WALL PLANE AND BAY CWNOR PGSi ]' k B 1/2 PST GOP (POI) 3 PEA 91CWN WKIASHOP11 1/2' CRT CUP(LCO-) GAGE 9WUR BE 5xOEB (OCT Oft EGA-) SIDEWLLL AT ME GIRT SHOWN CEE GIRT SIMILAR CORNER GRT CLP ® A (KC-) • / � s'°-11' d FRAME ,i GIRT DEPTH @ @ ♦ 3/, AT B 1/P, 11 1/S 11 f 21IC AT], t0' CRT MILLERµGCE PUNCHED 1-0_ AT h a t/Y GISTSGIR - 1Y AT 7-10- k 11 1/ CRTL µSTAN-) ATTACH TOP RANGE / OF, 111. NOTCH 6] Y k 8 1/Y GIRT Y h 8 1/2- GIRT CUP (PGI) W k N 1/2- GIRT CLIP (GLD-) MAY BE SHOP WELDED OCI OR GCA-) SEGTDN A - A CRT 4 AT )' AT 11 PERMIT SET- For T-D' AT )' R s 1/T GW1s T-]' AT 10- k 11 1/S GETS BEAM 1)1111I)f/ \�. ENS�C9�s * o.68504 -AG,, STATE OF .4u4u 0111111110, 1. UNLESSNOTED,USE ffiX112AMST SOLT(4AWO)ANDNUT{6)120) THEBUTIERMFG. ENGINEER'BBEALAPPLES O THE WORK PRODUCT OF SUTLER ER THIS DRAINING. INCLUDING THE INFORMP I AN ltX LLN,-UNAN sTHE PROPER 1T Oc BUERMPITG. G PROWDEO SOLELY FOR ERECTWG THE BUILDING DE SCRIBED W THE TL BORER MNIUFACTURINB WALL SECONDARY SED'S Wro WASHERES.SLIGTIGHFENWLTS FORALL SECONOARYCONNECTIONS. A6G ANDDESIGNANDPERFORMANCE WE0 ATKNJCA 1E PURCHASE ORDER AMD MY BE REPRODUCED ONLY FOR THiT PUPPoBER 15fOGENESSEE ST. KANSAS CRY, MO"IUS 2. RANGE SPACES ARE AN INTEGRAL PART OF THE STARETY OF THE REQUIREMENTS SPEGFED BY COPIER SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSEWITHOUF aAun gm¢Ran Connate Wuslliea 'm•' 19CpSRi5L1 STRUCTURAL SYSTEM AND MUST BE PROPERLY WSTAILED PRIOR TO ERECTION THE BUTLER AUG. ENGINEER'S SEAL DOES PRIOR WRRTEN APPROVK OF BUTTER MFG. OFWALLANDROOFSHEETS. 3. PE MOVALORALTEMTDNOFµYCOWONEWISPROHIBREO. NOTAPPLYTOTHE PEPFOPMGNLE OP �^ O.Nl.Awnus SNgAOCTuc11 BUTLER TME GENEPALCONTR4CTORANWOREPECTOPIB �LELYPESMNSRIEFORACHTHIS m¢ YTN2018 DESIGN DFANY OTHER PRODUCT OR ROMOE02 GQOOQUALffY%AORKMNkNS'CPNERUTCSIDGTHG TMIS Ivmn". ENHINse.FRIE, CUMPDNENT FURNISHED BY TO ANY DESIGN OR PERFORM B AWING JCAINAB EBUFIER INFO. DMWNGLETAM1S ^^A`•� OZIp¢Atenu¢Baptiel CM1w<M1 Baskeroall Coup gy(k1 ManWacluNnp BEC OBHL REOUIREMENTBSPECIFIEDBYBUTLER. ERECTIONGUIDES.MDWDUSTRYSTANDAMSMWAWWGTOPROPERERECTIOR INCLUDING THE CORRECT USE OF TEM1PORPAY BEADING. °'�°°" wame 211184 MB ,rf 21 Covering Schedule Id Qty Length Type Gage OF Fin. Color Direction 014 34 311-5 5/8• BAP 26 14 Z AZ Left to Right 015 34 191-6n BRP 26 is Z AS Left to Right 816 34 31-5 5/8n BRP 26 15 Z AZ Right to Left 017 34 19'-6^ BRP 26 19 Z AS Right to Left Oper. COde:14-SQ,SQ Oper. COde:18-SQ,SQ Oper. COde:15-SQ,SQ Oper. COde:19wSQ,SQ Finish:Z=AlZn Color:AZwPlain A1Zn Fastener Schedule Part Description 0097196 Scrubolt 3/8 x 1n, Hex Hd w/Washer 0097357MPNTD (T-1) 1/4-14 x 7/8•, 3/8- Hex Ed w/Washer 1. PRE -DRILLING IM DRMEHRHO ES FORSTRUGNHALFASTENERE MY BE REQUIRED FORHEAW GAGENESTEDZEF. AM VGRFASTEWERS TOBTRUCTUBALBEAMS 2"ELPANELSAREAN INTEGRAL PART OFTHE STRUCTURN.SYSTEM REMOVAL OR ALTERATION WITHOUT PRIORAUfHORPATWN IS PROHIBITED. 3, DUE TO MANUFAGNR W G LMITAT IONS SHO RT PANEIS MAY REOU IRE FIR➢ W TT NG. BEE THE COVERING SCHFDU,E FOR CUT LENGTHS. 4. SEEJOB DETAlSFOPCOVERING ANDTRIMFASTENER SPECFICATION. o-1 o-� o- o- Trim Schedule Id Parts T1 0630043 T2 (33-3)0560301 T3 BRRETT,RBT2,(O.1)WA10A T4 0630043 T IT -------------------------------------------------------------------- I I I I I I I 1341M16 1 I I I I I I I I I I I '3 p416H T2 I I T3 I I I (34)#15 I I I I I I I I I I ------------------------------------------------------------------- (34)A14 I I I I I I T1 THE BUTLER Wa ENGINEERS SEAL APPLIES THIS DRAWING ONLY TOTHEWOBKPBODUGTOFBURER BUTLER MFG.I MM'G. AND OEBIGN AND PERFORMANCE APPUCABLE PI BEOUIBEMENIG SPECIFkU BY BUTLER SHAll NOT BE THE BUTLER MFG. ENGINEERS SEAL GOES PRIORWBITIE NOT APPLY TO THE PERFORMANCE OR THE GENERAL DESIGN OF ANY OTHER PRODUCT OR GOOD OUALR' COMPONENTFURNISHEDBYSUTLEREXCEPT OMWWO. DEI TOANYDESIGNORPERFORMANCE cecrnnu nin ROOF COVERING PLAN OFBUTIERMFG. PURPOSEWRHOUT PROPER ERECTON, Color Details Match Wall Color Plain A1Zn ENB003, NV662 Match Wall Color Match Wall Color BARER MANUFACTURING ISIS GENESSEE ST. KANSAS GRY, MO "IQ Planograph Schedule Id Details T1 P-081166,P-081236,P-081242,P-103223,P-104542,P-104551 T2 P-102961,P-104288,P-105848 T3 P-081166,P-081168,P-GAI T4 P-081166,P-DB1236,P-081242,P-103223,P-104542,P-104551 PERMIT SET- For Buildil ROOF COVERING PLAN Fbltla BWb,Mandadu,ing .'a®n 20182: Covering Schedule Trim Schedule Id Qty Type Start Length Gage OP Fin. Color Increment Direction Id Parts Color Details #27 16 BRP 3'-4 1/2• 26 » K BY 6• Left to Right T1 BRCT12 Cool Shell Gray WCB037,WCB040 #1 1 BRP 11'-2 1/2• 26 >T K BY Left to Right T2 (2)BRCT12 Cool Shell Gray WCB037,WCB040 #2 17 BRP I1-0 1/2• 26 » K BY -6^ Left to Right T3 (5)BRCLI0A,(2.5)BRGT2GR,(5.0)WA10A Cool Harvest "359, KV360,PV166,WCBO44,WCBG55 Oper. Code:»-SQ,SQ T4 (5)BRCLI0A,(2.5)BRGT20L,(5.0)WA OA Cool Harvest KV359, KV360,PV166,WCB044,WCB055 Finish:K-Butler-Cote Color:SY=Cool Shell Gray I T3 _ N1 _ n • • n x �. . r- r- m m a a .• ,. ,• a a m m r- n :. a x x C ^ .+ I n µ 6)42> 11>)N2 el Opening 111 F 100'-0• I- BL B COVERING ELEVATION AT 1 Planograph Schedule \\\\\\ r Fastener Schedule Id Details \ E S16 r Part Description TI P-081612 0097361-112 SciVbolt 11/32 x 7/8•, T-45 Tom Rd w/Washer T2 P-081612 0097364-112 (T-1) 1/4-14 x 314•, T-30 Tom Rd w/Washer T3 P-081166,P-081635,P-104288,P-GAI r p T4 P-081166,P-081635,P-104288,P-GAI t *? NO. 6lJ5O4 5R• -A'-. STATE OF PERMIT SET- For Building Dept. Approval sh Namee OmneAveMN dMurh-Bm1aWa0 Cwvl, Wa11=1 1.PPE-DRILUNG IR DIAMETER HOLES FOR STRUCTURALFASTENEPS THE BUTLER VIM. ENGINEERS SE APPLIES THIS DRAW NG. INCLUDING THE WFORNATpN HEMON. ROMANS THE PROPERIT OF BURERUM.R6PROVDc'O SOLELY FOR ERECTWG THE BUILDING OFSCRBED IN THE BUTLER INWIIFALTURMG COVERING ELEVATION AT MAY BE REQUIRED FOR HEAVY GAGE NESTED ME$ ANDDR FASTENERS ONLY TO THE WORK PRODUCT OF BORER AM. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND. BE REPRODNCEO ONLY FOR THAT PURPOSE.9 IRD GENESSEE ST. IUNSAS CITY, MO 64ID2 TOSTRUCTUHALBEAMS 2. STEEL PANELS APE AN MEG RA- PART OF THE STRUGTUML SYSTEM. MQUIREMENTSSPECREDBYBUNI SHALL NOT BE MOOTIEO, REPRODUCED OR USED FOR PINY OTHER PURPOSE WnHOUI MFG. PREGFINETTENAPTRACTOR gmerican Laricrele Wll¢o-les 14C4595501 REMOVALORALnE TIONWRHOUTPNORAUIHORPATIONISPROHISNED. THEBURERfMTHEPINFERNANOF A NOT APPLY TO TXE PERFORMANCE OP °e'^•^ Orange p�enua Baprin CM1wcM1 THE GENERALCOMMCTOP ANDARERECTORIS SOLELY gESFONS®IE FOR ACCUMTE AEYORE S1d2%9 3. OUETO MANUFACIURWG UMRATpNSSHORT PPNELS MAT REDONE BUTLER FIELD GUYING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS, DESIGN OF ANY OTHER PRODUCT OR GOOD OUALIIYWOHKMANSHIP N ERECTING THIS BUILDING IN ACCORDANCE WRH THE `�° Fart Plerte,Fbritla d. SEE JOB DETARSFOR COVERING ANDTRIM FABTENER SFECIFIUTION. COMPONENT FURNISHED BY BURERE%CEPT TOANYDESIGNORPERFORMANCE DRAWING. OETARS REFERENCED IN THIS DRAWING. ALL APPLICABLE BURFA MFG. O2nge Atenue Baptist Chueh Baake®aA CowU Buder Mand-Wrlr rg NEC J BHL REOUIREMENTSSPECIFIEDBYNURER ERECTION GUIDES AND INDUSTRY STANDARDS PERTAINING TO PROPER EPECTION, NCLUOING THE CORRECT USE OF TEWPOMflT SPACING. r NTS Covering Schedule Trim Schedule Id Qty Type Start Length Gage OF Fin. Color Direction Id Parts Color Details k3 23 ESP 3'-1e 26 RE K SY Left to Right T1 (1.1)B1712A Cool Shell Gray ENB003, GV383, NV663,WCB036,WCB038 N4 11 ESP 211-1 5/8e 26 BB K SY Left to Right T2 BRCT12 Cool Shell Gray WCB031,WCEO4O 01 COde:EE-SQ,NT T3 (2)BRCT12 Cool Shell Gray WCB039,WC0040 Oper. COde:BB-SQ,NT T4 (4)GTR25 Cool Harvest HVO91,WCBO28,WCB046 FSnish:KwButler-Cote T5 0640492,(2.5)CP410,4CE75 Cool Shell Gray KV851 COlor:SY+Cool Shell Gray I I 74 (11)04 TI I (7)03 (16)M3 Opening 121 F Opening 122 F F F Fastener Schedule Part Description 0097361-112 Scrubolt I1/32 x 7/8e, T-45 Torx Ed w/Washer 0097364-112 (T-1) 1/4-14 x 3/4', T-30 Torx Rd w/Washer 1. PRECRRLING bB DIAMETER HOLES FOR STRULTUFALFASFENERE my BE REQUIRED FOR HEAVY CAGE NESTED IEESANWR FASTENERS TOSTRUGTMALSEPMS 2 STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM REMOVAL ORALTERWRON WITHOUT PRIORAUTMORWTION 6 PROHIBITED. 3, DUE TO MANUFACTURING UMRATONS SHORT PANELS MAY REQUIRE FIELD GUTTING SEE THE COVERING SCHEDULE FOR CUT LENGTHS. 4, SEE JOB DUALS FOR COVERING AND TRIM FASTENER SPEC HICATICN. COVERING ELEVATION AT A Planograph Schedule Id Details Tl P-080873,P-081505,P-081612 T2 P-081612 T3 P-081612 T4 P-080873,P-080948,P-081242,P-103223,P-103315, P-104288,P-104551 T5 P-105224,P-105225,P-105228 THE BUTLER U.M. ENGINEER'S SEAL DOES NOTAPPLYTOTHEPERFORMANCEOR DESIGN OF ANY OTHER PRODUCT CR COMPONENT NRNISHEN BY BU tER EEOEPI TO ANY DESIGN OR PERFORMANCE REOUIPEMENTS SPECIFIED BY BIRLER. PURCHASEORDERAND olvil/ �' NSF `•°,9'P�'�� i i 0.68504 k = -Q: r STATE OF /` W NAL PERMIT SET- For Building De BUILERMANUFACTURING HAD GENESSEE ST. KANSIS CRY, MO 64102 COVERING ELEVATION AT SAW Menwea w ing - 20103 Covering Schedule Id Qty Type Start Length Gage OP Fin. Color Increment Direction 05 16 BRP 31-4 1/2^ 26 %y K SY 6^ Left to Right #6 1 ESP 11'-2 1/2^ 26 77 TI BY Left to Right 07 17 BRP 11'-0 1/2^ 26 yT K SY -6^ Left to Right Oper. COde:vT-SQ,SQ Finish:KwButler-Cote Color:SY+Cool Shell Gray 6191 Fastener Schedule Part Description 0097361-112 Scrubolt 11/32 x T/B^, T-45 Torx Hd w/Washer 0097364-112 (T-1) 1/4-14 x 3/4^, T-30 Tura Hd w/Washer Trim Schedule Id Part. T1 BRCT12 T2 (2)BRCT12 T3(5)BRCLI0A,(2.5)BRGT20L,(5.0)WA10A T4(5)BRCLIOA,(2.5)BRGT20R,(5.0)WA10A Color Details Cool Shell Gray WCB037,WCB040 Cool Shell Gray WCB037,WCB040 Cool Harvest KV359, KV360,PV166,WC8044,WCB055 Cool Harvest KV359,"360,PVI66,WCB044,WCB055 2 2 T; .. IT:S T opening 131 COVERING ELEVATION AT 5 Planograph Schedule Id Details T1 P-081612 T2 P-OB1612 T3 P-081166,P-08I635,P-10428B,P-GAI T4 P-081166,P-081635,P-1042813,P-GAI a Wii ,r N 68504cr k ZZ STATE OF VIV Z PERMIT SET- For Building Dept Approval sN NamO Bonn AYeRNe CM1urth-Ba.�t6an GemL waI=a 1.PRE BRUNE 1R OW.ffTER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEER'S SFALAPPLIES LIONS THE NFORMATION HEREON, HFMANS THE PROPERTY OF THIS DRAWING, "MILLIONS BUTR MANUFACFURMG LE AGE Pe MAYBE FIGURED FOR HEAVTGNESTED3EANDORFASTENERS OMY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. R IS PROROED SOLELY FOR ERECTING THE BUILDING OEM RBUD IN THE APPLIGME PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE R 1540GENE5SEE5T.KANBAscarmOWIM COVERING ELEVATION AT - TO STRUCTUMLSENAS MFG, AND DESIGN AND PERFORMANCE NEOUIREA@MSSPECIFEDWIROLE11 SHALL NOT BE MOOITIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT "` S. STEEL PANELS ME AN IMEGPAL PART OFTHE BTPUCiUR45TSTQ.t THE SURER NiG.ENGAJEER'S SEAL GOES PRIOR WRITTEN APPROVAL OF BUTLEP MFG. pmerban fancrela IMuz4iez iPD3093541 RENNVAE TO L ORAITEMTIONWINIOUTPRIORAUTHORZI ONISPROHIBREO, 3. PORCUTANELS AY NOT APPLY TO THE PERFORMANCE ORCTORNaRE FAALLOMRAANSHIPJNEREC RECTOR SOLELY OmSe Menus BasatcG h ove Fl LOCUT UG,SEE HECOVERNGSCHEDUL LENGTHS. OVING O HEDULEFORCUTLCFMT DESIGN OF ANY OTHER PRODUCT OR INnc TGANCRPCCUMTE GOODGTHE BALD"GIN pCLORDANCE WITH TH6 GOOp OGDETALORE ERENCED TMr' Farl Plerte. FbMa BUTLER sRarzm9 C. SEE JOB DETAILS FOR COVEPING AND TRIM FASTENEfl BFELIFICATION. EJOBDING,SPOACO CONPONFNYDESIGBHEDBTBUTLEREXCEPT NTH'S DGTH6 DRAW"G.OUDE4 REFERENCED BURERMFG. ^naa: Oran ArenueB al CM1vcM1 BacFebNlCwrr � BM TOIREMEN ISSPE PIEDBYSANLE IWTHISpMWING.p.I.GTOPB ERECTION GHECOMECTUSE PPACINGNG TO PgOpER ERECTION, 9a n BNkr ManGHeSFn OBEC REQUIREMENTS SPECIFIEp BY SURER. FTEMPDAR05 INCLUDNG THE OJRRECT USE OF TEH.POPARY SPACING MB ff�e 2010]c n3 Covering Schedule Trim Schedule Id Qty Type Start Length Gage OP Fin. Color Direction Id Parts Color Details B8 24 SEEP 31-1 1/8e 26 RE K BY Left to Right T1 (1.1)RA225,(2.3)BT12A Cool Shell Gray ENB003, G7383, W663,WC8036,WCB038 W9 1 ESP 3'-1 1/8e 26 BE K BY Left to Right T2 (4)GTR25 Cool Harvest MgQ91,WCBD2B,WCB046 B10 2 ERE 211-1 1/8- 26 BB K BY Left to Right T3 0640492,(2.5)CP430,4CE75 Cool Shell Gray "851 #11 8 BRP 121-1 3/4a 26 BE K BY Left to Right #13 1 ESP 31-1 1/8e 26 BE K BY Left to Right Oper. COde:EEwSQ,NT Oper. COde:BB-SQ,NT Finish:KwButler-Cote COlor:SYwCOol Shell Gray IT T T2 N9 013 I (361 AB —(e)00 Opening 141 M10 010 Opening 142 (81811 T1 ry Fastener Schedule Part Description 0097361-112 Scrubolt 11/32 . 7/8e, T-45 Tor. Rd w/Washer 009I364-112 (T-1) 1/4-14 . 3/4e, T-30 To. Ed w/Washer COVERING ELEVATION AT F Planograph Schedule Id Details T1 P-080803,P-081505,P-081612 T2 P-080873,P-080948,P-081242,P-303223,P-103315r P-104288,P-104551 T3 P-105224,P-105225,P-105228 'L IM 68504 ��? ST TE OF ti PERMIT SET- For Building Dept. Approval Gh Rma=OrmaeAYenae UACJmvh-BaA1KAba0 couft.WaII.4 1.PRE-ORILLMG 1M DNNErEP HOLES FOR STRUCTURAL FASTENERS TXEBURERMFG.ENGWEEWSSFAL APPLIES ONLY TO THE WORK PRODUCT OF BUTLER THIS DRAWING, INCLUDING THE NFORMATpN HEREON, REVANS WE PROPERTY OF BUTLPR MFO.G IS PROVIDED �LELY FOR ERECTING THE BURDING DESCRIBED IN THE BUTLER MANUFACfURPIG COVERING ELEVATION ATF MAY BE flEONREO FOR HEAVY GAGE NESTED 3EE'a ANdORFASTENERS LffG.ANO DE SIGNANDPERFONMNCE APPIUKABlE PURCHASE OROERAND MY BE REPRODUCED ONLY FOR THAT PURPOSE IT 1WOGEIIESSEE Sr. KAN5A5 CIry,MOfip02 TOSTPUCiUPALDEAMS PEOUIPEMENTS SPECIFIED BY BUTLER SHALL NOT BE NODIRED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WWOUT 'le AN IN OF THE 2 STEELPANELSOR THEBUREP MOTHS�GINEERS SEAL AmerlcaaepncMe MEluvlee 1BCOfiL¢501 ION IS PBTEM WITHOUT AUTHORIZATION REMOVAL Oq PLTE1IATION WRHOUiPNOq AUTHOgRATIONIS PROHIBITED. ALTERATION 3. DUE TO MMNFACTUgMG LIMRATIONS SHORT PANELS MY RE WIRE NOT APPLY TO THE PERFOPMPNCE OR MANCOR THEGEWEITQJAPTROVALOF GOREMFG. THE GENEMLCONIPACTOfl ANNDq EPECTOgIS GGHR'RESPONSIBLE FOR ACCURATE ^ OnnAe Awnua BapriM CM1wa11 BUTLERArzua me FIELD WTTWG, BFE THE COVERING SCHEDUR FOR CUT LENGTHS. OEBIGN OF ANY OTHER PRGDUCT OP GOOD 0UALT' WORKMAN SHIP N BRED TWG TH6 BOLDING IN ACCOgOgNLEWWTHIS I°r^'« FOA PIerte, F.M. 4 AGE JOB DETAILS FOR COVERING AND TRIP FASTENER SPELIFICATIWI COMPONENT NRNISXED BY BUTLER IXCEPT BY BUTLER DRAW NO, DUALS REFERENCED IN THIS CRAW INS, ALL APPLICABLE BUTLER AEG. wa¢r_ Orange Avenue Baptist LAucll Baskeroall Lour) gaper Manufacturing D Me—, BHL TOENT DEBIGNHED CE g QUIiNENTSEPECIFIEDBYBUTLER ERELPIN THEESANDW HGE cK STANOAPDS ERASING. TO PROPER ERECTION, Mf.IImONOUCf[IFPDNOUG RyTT OFAPSg MNG. N5 a^ weer uften 2B RR 0 - A., AN IPIATj DIRECTOR GUIDE REWIRED FOR TITS PROJECT: I:, e IMENE4 0 MI CE,Q1WX (WGN R v NNIT0.m W]I CCWLM (XO10.[lLl REFER M. PMA/WSWIHG TURN'LA,NF TiFlI III I]ESWGEO G IG GGar..v M RSHTUGS) _ RAFTER MNGGU j AC•• HOLES RATTER NIGH JG10 J6GIOFC OW" CO:µy • • I I I C PC•• - NTERY I[F mN (-WE Iv TUBE GOWMI IUMAM TAN.Iol 05S1 S1 .I] E9F'•• EWPOST(PASO IFIIE GG••'N EON•••-EWPUST IGIN) OLmiEHM[ W(E SD.Um.N n.moEs GO,XvGWNADILATE OMr 5POAj 1 COX PWULK DAN OY 0SS DO,Ile GAGE POST —iUI oq••• • GE PO53 q-•S.e�AUAa GOM RK A. 1R33310US-MREI.OS I .1 v TETADE GE TOO - OWN, WE DA P1 IP'nII YD. e . MRUnp.... OWNS - NO HLOGN s ¢�EN50B1 CpuuMARRKe NUM u� nuu0ms YENB003 N BUTLERRIB II ROOF AND WALL SYSTEM SEE CRAWNG P-104MI WASHER OR' BRII RON PANEL WARN W, F F I I E G G 0 CDC C F IBG MOIFS FOR CUTTER INSfAWTCN (096304) BRU LOATH C-NE E v FHW116 LOON-PIYEi BRII RIDDE PANEL uNU NO.: PIIP F F I I ECG 0 C C C P• v CC (09fi]Ofi) BRII PNi PRV �� N v C. HE% HUT (DIECK) LENGTH CODE G v FIX/NL k METAL BADM. WASHER 1095130) ]fi• CNERPGE 12 1 B/32�j-{��TOR1 A 1/2• DUMP GUl1FP XPHCfR ) T2' SUPF¢CE LOON -RIVET (GRESS) 2 T/B .}..� NOWPE �' BUTLERS II RWF PANEL BEARING EWE (O286aE) GUTTER NO WAIL pµEL MAE N0.: KI F F 1 I E G C 0 C C C LENGTH WE EAW STRUT 36 CONSUMERS NM RpP 1 I I/2• BVRERIB II PANEL SOEWPLL p32-FIr (Li�GCPAY) �� LT COLOR 2]/0� NAHUM PIES BURNS WAILPANEL NGE EL.F HINGE 1 412 iXRU 4:12 ...F ... uvn01 ..... II 0.00E GUTTER W WISP aSFAL W BRI, nre e... e.e. nlvaRP BUILERIB II ROOF AND VCI WALL PANELS STRUCTURAL LINE AW BASE T I-Alff FASTENERS .' PANEL TO PANEL POSITRON. Y-6• BUTEPIB II Ta-( BASE GIxT X0.£51-I/a urr "WALE PANEL I 1 Wn1 VNPVxCXEO PANEIS AiTACX PµfL "M PANEL TO ETHIC Y II FASTENERS B• 0.4 (LOCAIE.3• E0.W PµEt �BRC�2��N EE OML. P-c01168 I FOAM CCAPUGATIOO APPLY SEALANT Ic25]91) CONTINUOUSLY Q0)11RE (026649)� it MASONRYANCHOR (NOT BY BY.CJ WALL MATTER H,NDA) SEE OW4 P-081106 5/B' UP�j ROCR UHE IDP% T-30 505 ,. (CROR W FP% BASE lf6N '. ] I :. (.TONAL) BASE DID REQUOU (enact) •. WALL gpWR CL O• (WIN.) T T BASE WELE (9A2u) (BPCLIOAI 2' IS) li-C D]LL sPE DETAIL[ (OUMAL) 2-I/a• OR 4 NOTCH MUNDATON CLEMANCE BETWEEN STRUCTURAL SEE DRAMNO P-10513A. P-105215, AND P-ION28 FDA DOWNSPOUT INET&ILAI AND PRE COLOR PART MART( INFORMATON 10 II µF1 10 PANR µEL PADD ER. 2'-6' O.C. _] ENDWALLTRIM B0.GilOR) DWG. P-p01166 � �R�mP—xa y R'810n�2T \ GUl]ER �( WALL PANEL (W IA U�APIER DOW CONDUCTOR PIPE BUND RIVET D W.) `tOPWET-30 W501168 (09]]0¢I (CCNO/N?gT Sgq1RM CONDUCTOR E ON inauinl lT91-- SOEWALL �UILERT 11 PANEL WTIWB N PANES `DUB^RLLQ --HE EA'OWALL 1ljT (l ME DETAa Mv02 i BEEN PROw.D THEN ME IIIF O1ECGON DURING F-WHI5 HAS BEEN FRONDED MEN ME EWIREO. HIGH MIS GAME MU MPS ARE REWIRED. - CAPE W - LTYICAL) xl EFMET S PO TW F v BOIMB C NNINH StW BRII WALL PANEL NARK NO.: BW F FIDE C_000 C C C LCACM) AP]FSEOJtE) SO. I.YDRACE 11 OTTM OF CABLE MN' R MR1 Pofli DM THI SURFACE UTEpS EL .TE WND HASTE (09]SB0) 12'-D• OEM M OECRGEEE 0.C) BEYWIO gOELRES .MEIN BUT.EIiIB II WALL PANEL ASPNF U PE INCREASES p ENS$ AUD RIMEE..1MNGN NH G'INGROF MBE )Ln't91ACX GW'FlXL�B' MAY BI NO WALL PANEL. MARK NO.: NO F P I I E 0 0 0 G C C REWIRED TO MID INTERFERENCE FOR ROPER FINP. LMGM CODE NNRAGE $u00M L TRIO 12'� 1 9/32•-Ij- SVPPAGE rffI I/2 ]YP. T7/ (lL GRANT wxo Tp� III N - EXDwALL CLOEUPE SCXfOVLE HOOF SLOPE VASE M le) .25-.SD .51-I -1]49 "11,1¢9 1 3 J 3.1-3.749 1 ]]14 IF CT BR[L11 PACLNA BRCLIOA INUWUA BRCLIGB ISELIN (I2'-) G2'-1) Dp'-D•1 (IG_B.) (to' -off OD'-01 (IV-..) LSE CUT NT USE Nr Ni USE AS IS IN HALT IN AS IN HALF IS HALF IN HALF A$ IS 4LI WALL PANEL SEE DRAWING P-00I764 MR BLIND RIYEi CUM INFORMATION MI -,I BUTLERIB II WALL AND VCI WALL PANELS u. vc F' R6me F—LUME II. WnALLrPANEL UZOM II - ALL RON SLOPES THRU 4.12 SHANwALL - RON ET 1 M 1/ 11 WI 01 N RON UNE STRUT GO SBEIII MR OPFWttRI <oGO EA4E HEIGHT ADJUSTMENT POST DR TON MAN 1/ABW: OPW MII U WNMIEO IIH-EOR>I:I LOP[ �HMDWrro. UNE M IN�c•OPWH EN/GGLE �. CWPMPI POSUGNP.LL WALL PPNEL m4 4;13 WN ]] B X IIII s' FW > 2131Mx� SLOPE el A Pv4&o 1R X m:LlIZ W.4 CAPILLARY BREAK �� ALL I ® N pE s NF n umwr: M A PANEL U_G, w) (sEL xO1F) ENCAIu nW45 A:IZ ]e ALL SLLPEs tsOj JS r _ I ]4-µLE ANGE _ MN J } R/0.4N TON DOOR wa.ORY) PµEL i0 PANEL _____7PµEL dXR 01 /111 EI LAW0 ]p F I3• mE ANU FAShNEN (c9]36<) n FASTENER WE 'E � pe W Fri A.C. USE v A ly E [ ]E FACED PIElO REMDK INSULLT PY T-E'O.C. FlE1D 0] IT143 n _ GRELI HIM ONMp NW,S ( GRILL NIXES REND ALL $Lm61401 x• SL4Tp! AL POST Ofl $IRUCNRAI OMG AWES N u 0:1 aE NI BiNEL VEx) AOWL KL Aup 11 (SF£ NOTE) 1/ro 4 Z-PYgIX a E nm w�uam Pa P>rv¢ WxxEWGIHI �Oial�[ A�vmG 1 ml (NM G .11 14a BAD WE Y �' AIRWE,EH N aI OIWE HEIGHT AOJJSIMENT GI Oex s ` .____.' BASS (MOTH PAW HERI a1/I Ia.,-1-W,THNNE wR.SM.mi, ARELL, MNw BOCNILL TI SMIS AA a <NI) It 4/- BSS MI AM nnO L WALL PANEL k13 YNI11 m N ♦ FAYE HDExi .0A51uMI , wSEL XI- m ooP WNL PµEL NR44 AS ]] GO) 15 ^ WxWmN, PAN \ �I NOW SELF-GRIWXG sPi[M. MAt vT xOTE: TURNER LRIu BREC11) 1DT QV) DO 1/iol (x BE 1G/p: TO sLEw s1XVONRAL L ua0arnxT APPEARANCE IrEN Iz-D' Laxe �ELD H pa II zee xa4 A MUX ^NIEs w Es, aar AxD EASE NICLE Ira O WTCA19 N RE W TdN INSULKIN 50 MAT MdE Is A NA.MLN OF 3' NOl[ Wi OR W d5 PEWIRN MIs yIR YIS 9SS 4 1 1NICNHF55 BETWEEN $1RVENMLS µ0 PµEI NRRUGATWS. P9 Y011 FACE ME BNWINp PRWI E OUI50E ME CORRVEATON NOECpCq TO IuW W 0 IxIX IT X WHIN PMR s WP6 B¢cH I BEN THRUMS ME MULAMN, BE CAREFUL NOT TO CUT MITI ME G➢ILLARY BREAK IS W ME RIGHT HAND EDGE . ME •'Ia 'IS N 5E[ NOTICE, V:£ FCR /Np01(>EO Axp 4Rm RISE wxpMxs Y o ] Y-G d OR RETARDER. PµEL µD ME PANELING MUST BE INSTALLED FROM LEFT TO RIGHT N q-_2, ALL SLOPES GE) ]s ALL SLm6 ESD) ] I µD 1 ]" �Hy�sNINM T� N w4LIXf56 OAi VI�B16g Sj D NET- DIN''I., PI vr. u:evgn•vvev leun vn[weHL Pe:RS lS UAREOM 4 PAX[L IEHOM eLLels m:OIKK♦ rCL STARTER e..m.z,... e. ... .»_... wrpnan OUTSIDE CORNER TRIM BURERIB II WALL w[PO¢¢ p LL `"�"�"• BRII MITERED SW PANEL KUM BRII ROOF '•"""'"r'•" BURERIB II ENOWALL STARTER PANEL wree[. 31/2' AND 4• INSULATION FOR BRIT WALL wromR SIDECAR FOR BUTLERIB II WALL PANEL mnmu RERIB II WALL PANEL SCHEDULE RERNI WCB046 vx TO ll] sOPES MM SHIM9 WCBD55.1.TILE IS i4i SLOPES GH>1:12 MRU 6:13 ,t s 10. 68504 1 x giros '�' tam 1aGG. STATE OF = 4u IONAL 0/111111110 PERMIT SET- For Building Dept Approval THE BUTLER NSG. ENGINEERS SEAL APPLIES ONLYTO THEWODKPRODUCTO'RUTLEP WS AND DESIGN AND PERFORMANCE REOUIREAffNTS SPECIFEDSYBUIIER THE BUTLER MFG. ENDNEERSSEALDOEB NOT APPLY TO THE PERFORMANCE OR DESIGN OFANY OFHEP PRODUCT OR COMPONENT FURNISHED BY BUREP"CEP' TOANYDESIGNOPPERFORMANCE PEONPEMEMSSPECIEEDBYBUTLER. THIS DRAWING INCLUDING THE INFORMATION HEREON. PENi4MB THE PROPERTY OF BUTLERWG. R 5 PROVIDED SLLMLY FOR EPECTING THE BUILDING DESCRBED.THE APPLICABLE PURCHASE 0POOR AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE IT SHALL NOT BE MODIFED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WRHOUT PPIOPWRITTENAPPPOVAL OF BUTLER MFG. c BUTLER NUDEFACEURING IRS GENESEEE ST. NANSAS CNV, NO SWIM COVERING & TRIM SED'S N American CGnclMelMusOies Orange A. -BaINI41M.N 'a Fall Pierte.Fblitla wa¢:: CWn,Amnue B,,.CJI-h Baskemal COIN BUTLER Butkl Ma,AuNINUH, �1 2pG03 1S,WFRGL1 THE GENEPALWMPACTORANDAPEPECTOPIS SOLELY PESPONS®IE FOPACCUPATE NACWPppNCE WITH THIS GOOD CLAIM DTYWOREFOR CEDINT SPECTERS DRAWING, OMWWG,CODES, AND INDNCEDINTHISMIRE,ALLAPPLICABLEBUTLEP NFG. ERECTION GHECORRECTURE PYSTANOAPOSPEPTANINp TO PgOPEP EREWON, WLLWMGTHECOPPECTUSE OFTEA90gARY BPACWG. ulz. sn4rzme BEG ]BHL NT5 9 T .. (LAID ERECTION WIDE REWIRED FOR MI5 PROJECT. :'FM MENES D • OPERATION DIP.N. - p]LLux (E.G c . oaMp B W G R Ip.+. TRUNK (Xo1RWL) REFER To- .Ax5vL0YWN6 TSBl xip RYTUA MA.m • rf CE�GEO<CC BC (BA¢) 1Nl11 vela•-- (w1RaU RAT IMTpx Rl.• • ,RY]B RAFTER 1 R 1] `I D I. I. U Y I•• _ KHADI .. ••F_1_ 11c1 GC .._PRO EWUNN TM VIEW CAPERF•• • NBC CMUMN SECRUARY(STANDAM) O eT I I 11 4 1 ] sT (LATE) .. r e • • • E.: s.p I(w2) pcc-in�1� W7E moa.wDES fLC•• • CANOPY (AUTO SECEADARY 1YEtlW mF^••PWRAGN 6AMMI - OI,. E IX CASE POST DOS•• . 104 E IGG, 1. EZ&E u- ).c Ball ExOs Xo]Rsis1B IG:.s I C • IT. THFUMS rII ON EM - pFN9 (BE BO MA - s -xD XY9o(] I BUTLERS II BOLE AND WALL SYSTEM MSTAWTLN WIDE d.ENSOBt . COuuMARWKiCeAR9 uARN euufiwe 4EN8003 �• BUTLERRIS 0 ROOF AND WALL SYSTEM SEE MANOR P-10a551 SRII R0.y PANEL MARK N0.: BP? F F I I E G C 0 C C C I• INCHES FIXi CUTTER INSTOMIN ON' — LFNCM WOE E PCER LOCK -RI YEi BRIT RIME PANG MARK NO.: PRP F F I I E G G 0 C C C C. EAGF (096]CS) PRO — 00 . OPERA MIXxVi (09...21 W/COLWASHER NEED (OB51 DO- CONEPNiWEER - 13-9/R• SMOOIX(6300TO HANGER ttP. ttP. DMONA ERf fLa63CS) I (1198I08) f�PIWO'. 2 T/OTI.Dun 14 IF 11 RWF PANEL GGRING(026640)BUTLERIB m6ECUTTER MCI WALL PµE MARK NO.: NO E r I I E 0 6 0 L C C LENGTH CODE UT ]6- GVhBADE E�EM13 � 19p]2-�H— SOWRAIC, 1/2OVrtE10e n PAxE ttP. IY . (LT GRAY) .INSIDE LOmR 3 ]/� OURTYP. BF/AIHC NCI WALL PANE1 "I" SLOPE RANGE 1 kl2 THOU A112 uvnPl CU�IER e�R eBEALwW�BRII ROOF uMeso BUTLERIB II ROOF AND VCI WALL PANELS t S71-- UNE Ama BASE 1 FASIENEfls 29• PµR CORR.11 OYllER10 II) BASE tlfli XW PANED I \`I MM UHPVHLNF AiiACX Pµf I FASTENERS fi (WP0 ) CQ4RUGATION FO u U.OSNRE APPLY SEAL (036fi49]� I ; � /MASGNI PANEL TO PANEL PASTEXER. x'-6• MW PANEL TO STRUCTURAL fNDWAIt TRIP (BRCT2 .0 (LOCATE S FROM PANG SEE OWG0L) P-OTIBB IT (0253 '2) WNTNUWSLY FALL ADAPTER ANCHOR (NOT BY EMIG) (ANUDA) J SEE DEAD. P-W1166 ROIX UNF J TDRx T-SD sos 09]J6A1 (COLOR 5JiRK AI U M (OPnONAL) eASE Per muwm WALL 0.0WR TD x' SASE AxE'E (9A225) (ORutaA.l (CanWW z-1/W GO 4' WE DETAIL[ N OTCX FWNOATON E G. $IRUCNRAL SE • LEFT G . A. I .INCHES DO. OPERAIION E. flG-WE G. NX/WLOfl BIN WALL PANEL PARK NO, FFIIEGCOOCCC LENGTH COEE DO' WMADE wIX-T 13 1 9/J3•--I— IERIOR r1 t/E' IYp, TYM1 SURFACE RI BUTLERS II WALL PANG MC WALL PANEL MARK N0.: NCI F r 11 E G G O C CC LFNGM CODE 16- C(GAM.E "MM p RIO] 1tt2P-� I G/Sx-�— sURGGE 1 VD' rn. (Li. p9AryL4 7 m VCI WALL, PANEL �.,... . BUTLERIB R WALL AND MCI WALL PANELS �OUTLEFR II PANEL RED. WIN We N. (097SED) SCHEDULE BUTLERIB II - ENOWALL RCSE flCCE SLOPE (RISE IN12') .35-50 .51-1 -1.)49 I.TS-2249 I 2 ] IBRCLIOA 3.1-3.749 }T5-4 MI ENDEM BRGLIOA 6RCL104 BRCLIDS B RC1.10B 0r-D1 DP-O-) OW-G-] (1U-o-) Do'-Q') Do,-o-) OD•-YI USE CUT WT USE CUT CUT USE AS I$ IN NALr IN A5 IN NAIf IS XALr M XAIf AS IS SEE DRAWNE P-CMU4 FOR FUND RIVET COLOR NFORMATON WROTE II PANED EADWALL GAVE WALL PµEL V-6' O.C. SEE GOARRHO P-t05339. P-105x25, µD P-I ... FOR DOXNYWi INSTWTON AND AWT COLOR PART MARK INFORMATION p,aM III 18AOA-fORET :. P-061166 BURR WNDU FOR PIPE P-DEH (PPOID) MADucTCB STR. RED I= nD BE FOR TV BBow (4CET51� PROMCED THE, ME �II L AM, PANEL BUTTERPAN fi >MALLA•\WHO RUMEL RIVET (rn.) ! SIDEWALL I' e I I I FLOX MINE C I WALL k12 4 INCH OK 11 AM TH AT WALL BUIIFWB II AM BNa00WALL � Mj GK ... FAME SITHUT O0. BUSLAM II - ALL RODE ROPES n'RU'E T sH.00Wau - ORO SLOPI TO 'A' WITH SUTERIB II REM POST O4 GRID 1/`(BW.x RM OWN, UNWXWm tort nc ]51pPE p�Aioe numi Uu'[voPM PPu xWI�DGjGAAE AXAE R19npN I1/� IpX>1:1 A {p Lrm S1RY<NRAL WALL PAxE ]] 11/I6' [Ol > 213 4]3 SLOPE ci /e to. (m vAc -UP 44 CAPILLARY $RGN \ ALL Il:l 3 ]e ® BOD iW TRA RWr ppy pu MAN. wM (SEE XmE) UNWELL pp.5 a1E ]0 ALL 51(PFS (spl SS I( E µOLEXU !I A' EADD 112 ]. J 1ML _ — TN" "ONCE DANDp 1x TINY 1.p012 I- �ry- p p GENOTE l PANEL TO PANEL PANEL TO PANEL D]/113=.xD ]0 MIN-^ IA CDp 0[ ROD, OL y 0]WR �-> �) FASTENED CE"0] q [Asr[NFR (W]S5A) 11:1 iZ AO E ]Iwu en r NO_M.. P6c AA�Y]E' MAN - FACED f1ElO REMOVE INSIMT W WILL H C. FIELD [ HEADER ALL 112 n ALL 6Lm[S (50) Y' - WILL NIXES pWIE NOT_OX IAEAS�iiUxp9p Euf,1 Wu:]) 6ULATPI AT PoSI OR STRUCTRAL tMEA OTHER ROPES ]0 u tlF Aye Mp NAN. REEL µW (SEE NOIF) TH A wE x WE AND:E �NpN_ I/AI2 (TI I/.G o i z_PUPoIx IL PSAAE RED 0.NLcM 1. WWpa :O W91[1u.0' ,>f Y pe 3? 3 NO ED y •J B ` •ARREDN PANEL w P SAW HBdT ACLUSTIENT OFF OF R OtlEXi MP1 0 a W ' ...... EL LENGm-GK NDdi 1p'f6 N44nM go¢(RNwE o'�'°MXxIE] ECLL/ aD[NALL _ (m Aw (MR L ./- eASE DOW ADA HELD WALL PµE x Ai02 ♦ GeE 1iGnl MA, SMML 1 IMP 11 r _ wAU PWG "P-14 NI (SD) J] (so) A e ARAmw�L j MAM WE A \ � _ • FOx EIF-SE GE S[R[M. wSINl N� NOTE: CORxfR 1RIY IBNCR2) 1/411xDER OD 1/44TO 02 (YR m u T IA'ED�1Xq 10 GLg SLWCNW IMPCQTAHi µPEARAHLE lf4 tY-0' U.N. FIELD 2pp SpB NMES ES. tlPi µD BASE AXGI[ a . �I�Ay— WTPiOa MP, 1RIY IN$ILATM 50 '"FALLS MERE Is A MAXIMUM CF ]- NOTE CUT W LAP AS REQUIRED CE ON OR II yro3 kRlx THIKKNE55 BE]WEEN STRUCNRALS µD PANEL CORRUGATWS AS YOU FACE THE UJIMING FROM E OUTAGE. ME CORRUWTON hDCD FALL. (On E0 IN, [F /e WON PAM6 6 uPPEB %LGDA YMEN 1RIYYINC ME IN$UGTCN, BE CAREFUL NOT TO CUT MM WE CAPILLARY BREAK IS ON WE PONT HAND EDGE CE TNF 4`13 4'1a • SEE xoRs: IMF FOT /1IpT- EACH TOED AMID IAFPm 9AY cBXMME 4 y }_IF D-w GPI.[ TAn AND. RETµOM. PANG µD WE PANENNG MUST BE INSTALLED FROM LEFT TO RIGHT R_TA ALL 4DPES ED) 30 ALL SIN". NEW AD 1 .WD 2 ]- MEET le TM OF MALL I CARE B�.6ODPPnNwI]I]) D NOW -G H[WM AND - Du.'A' _ w-M�Ra 31/2- AND 9- INSULATION FOR SRII WALL wcunRR SIDELAP FOR BUTLERS II WALL PANEL LYF :t OUTSIDE CORNEA TRIM BUTLERIB II WILL [rvOriu axolBNol WALL PANEL SCHEDULE '"`•"""` SRII MIiEREO SW PANEL WI1H BRIT ROOF """'"'F'- BIMTL£RIB II ENOWALL STARTER PANEL ... An'aN ~ WLB066 O ELS (SWMmMI1fltE01 ^ WCBDIB e x LO 4.13 SEDGES RON EHIYS µ WCB055 RR CN FOR SLOPES P 12 MW 5:1. .68504 � a. STATOF OF ZONA PERMIT SET- For Building Dept Approval THEBURERMFG ENGINEER'SSEAL APPLIES 01 TO THE WORK PRODUCT OF BUTLER UPS. AM DESIGN AND PERFORMANCE RECUR FEMURS SPECIFUM BY BU(IER THE BUTLER HARD ENGINEERS SEAL DOES THIS DRAWLING, WCLUOING THE INFORMATION HEREON, REMAMS THE PROPERTY OF SURER WFG. I IS PROVIDED SOLELY FOR ERECTWG THE BUILDING DESCRIBED IN THE APPUCAHTE PURCHASE ORDER ANDA4IY BE REPRODUCED ONLY FOR TIWT PURPOSER SHALL NOT BE MDDIRED, REPRODUCED OR USED FOR ANY OTHER PURPOSE MURMUR PRIOR WRRTEN APPROVAL OF BUTLER ROD. /� y BUTLER LULUFACURING IRO GENESSEE 5T. KANSAS CRY, NICE ENT GO COVERING & TRIM SED'S pmencan Concre101rdusNas 19O[993501 THE GENEA4LLOMR4CTORNJNOREPECTORS5IXELYPES ONSBTIEFORACCUPATE GOCENERTTWORKMGNSXIPNERECTWGTH6 &11LONG INACCORDANCEWD IS DRAWING, DETALLS REFERENCED WTHIS DPPWNG ALL MPLKgBLE BUTLER MPG ERECTION GUDES, AND WDUSTRY STANDARDS PERTAINING TO PROPER ERECTION. INCLUONGTHECORRECTUSEOFTEAPORpRYBRACWG. S1N2019 NOTAPPLYTO THEPERFORMANLEOR DESIGN OF ANY OTXERPRODUCTOR COMPONENT FURNISHED BY BUTLER EXCEPT TOANYDESIGN OR PERFORMWCE REGWPEMENTSSPECIFEDBYBUTLER c'RN ORK9.AwpuOBapti9Clmc11 '�'^^' FTOM.A...F.K. O: lAAN..Ba Nt C11uc11BaA...ICw11 BUTLER BWea Manulaz3uNn9 m'MBG DEC ] BXL NTS 28