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a tf 1 N, T R U T., !� IN t) C� A C t+ R 0 ;D R •EIV i E W t.IVE L[IAD-�=1 f�:SF WINO LCJAO— -t f3f llC U .BAY 5.1U TJX --:�0 pSF . la»OX;L.00O 00/1.WYNnwIIRD---15-()XO-00061.00 LEE°WARD wI CIPE--_OL 1+ Wt ' Fit A CF FW t2EACvf1CJNS n I N EN17 EAY .SIMPLE SPAN CONNEOTiONS p1i TN ERiOIt 5YhPL[r SPAN '` LD BRd1GEq qAY SllCipSl: fiOU LOAD ROO S LZE NGT LENGTH F►T 1=R CM FAVF WW; LW STRUT LD BAY ENV, QAY EW EI ii STRUT (KTPS1 TINS (IN) iFFFT) (KIPS) 1KiPST (KIPS) IFTi PURl.YN p 2� B�tl C.,,x,0»067 3 2'®> q.660, F3.0 G (3.pG7 +- dll O-`500 .32�i.OLtl t10 1'.A(I"t, (.t10O 1»HO6. 11 l?.OA°Q 12`Q A 54 B O Y 6. OGQ Z- � �i 0 43..(3 Ei4. Q0 F35�r 0.0 a ( 1� II !"r r , AL } , t h i�a6 o 8 77 { ia.4a' �t u�►1'.75 ...: - Q4 bA ►$5Ut ti bATF O V 0 PACs 1 A Ali. h5i? r I; '�'j ' .kk•.;; MO ny 110.11V ., .,'-• w Y �":-''« r w-•..o.V 7 1"&. W... ,s19»•M ..wv. ..;., '.�.,�'f a„. M,-.-..I�+: �:.»v' rry5� f I at 1 fn 'i i '�j�A »yJx.xlx»A r.:+�+ uaw«Y� w e»+ »M+r •. yrt r w� .el ri M` NM a t �xi. i i41lwl x. 0.it 11�x=x 1M C1 ! 1�, 4 1A ` }1.r1k �» T'f .f i\T 1�t 1*Vl I EA0 STRUT Of S.16N DCGAO LOAD = �f 3 'PS,F PURL lN SPACING 2,.5 f=T I LIVC WAO — 20,Q ;PSE HAY LENG'TIJ 24 U, FT 22. i, sf w W00 PKTUR 1 00 USS' A C S CTiutJ - �.q x . � o.©'b7 Nt'T1I fv S .o Ks t SX 2.26.1 MO 109, MWI'MUM ,SWAN MOMENT 33.6 IN—K, Al:X 1U.00 F� x 41VAL 110DIN4 $,TRES$04 !CSI ALLOWA©l'E _ 33.00 KSI TPfC ' .MAXI MUM StICAit' 00 K l $ # CTQAL SHEAR sTRE'S$ r 1.011 KS 1 ALLOWADLE = 6.00 KS I ASSUMPTONS , l . THE MCI1hER IS DES I GN0 AS A $,1 MALE 11EAM N I Tli A UN ( FARM LOAD 2, , TJW COMPO S•VON FLANGE JS f-ULLY SU( f'QR'fED 11Y TFIC PANELS 3, ia[ME:N.SIIlh X IS HgA$011U) F110M. CEN` F.ALINE 'DI: SUf'PQftl 71 J 'INC 5i��"-W.....,,,..i.w�„� ��tl�.nir,i:j.iltlY�ir'Rn4y» ._,-�-•,.__.,. »,� , .._ .iw _.+...w.ua4,, `"---,�..x.. . }. a;�,Yrur:5h�-,-w.a.'"`.`"'"'� ..�->-t ,.x-r•^ ! x.. _. ^.,k .,.Y .,..,� ... ar<a�. �r+.x:-�e....-xw�,�.z�w�.•+a:»�-„;r.«�.�,,�,.k�. .-.. .. �,.i-,s.�,N •__ .,a , ."nN.->•s:. �.a 7..�""4^„5�i•-+5sasziwae:x�c TM»�a�x r,u x-ic_-r,..«;�r.�n v..a.M a•i. .,': . ,xN e�,u.+.r.-,¢.+..-�-.n, , s . w.. - I!!. ':..,:_ r .., .-.'. ,.' . .. ,. ,... r r I J.. .:.tit..,.. +�::.r •M, Mi.... ., et_re.A..a.M., �. w. .. :: a ., - . i .Mrs F BOTLER. MFG. COMPANY ENG'NEER NG DATA l IdZ 1, + WA L L � ANE LS -' MAOE ST ' GIC0 CKQ, °4T A OTE I 10 'a � ell I PAGE 1 I Oi d EL MMB It BU wtgvi. GJS' 1 ?,f 15's 76 afaN x, ; A f 3' A til' I (-DirT��lnx rAC1C r 2.4/1' � S'SCTtox':»Ra 7ANIL liCTIQN. P;ROALit:;=s TQX 0?0: rooT, Or gtins ��� � �� � 6- { �� �_ [. e 'r vi "' ': r� � ?�. I ,` - r � , '=� � � � � ,, ;.;i �6,, ,, ,� i� (4 .� , �_ ' �. i ` �' S i! � ` t r ��f h P. i �, i": a "' ': r� � ?�. I ,` - r � , '=� � � � � ,, ;.;i aa. ; SSf` ,.., '4UTIER f4 NbFACT.U!QNG COMPANY-', KAVSAS CITY, MISSOURI RIGIDfRaME '3}ES ,CGN DAT1 @ej20 1.CF ' I 1 '#'r �crvii. _ .. .•AJNIFOR M'BUi-LUING CODE TABLE OF °CONTENTS ; STEM _ , r FILE NUMt�ERS _ w« SPECIFj_ T.;iON.Sr. r 114,1 4 w:4 - • RIiaRZD_R�AME�AAYSIS AND"RES/IcW 11235 r Ds . VC.' ' A EASE PL"fiTES T1�©4 Tr1109 ' SPLIGE DAia '1109►a.,lp83 1067 ' ,• �"RQDF l��iD 5ID�1'Ai:C"�3R`AGINt I 15<_I?SF'_ WLND,. LDAD 25, r. i«<,•++s n....�.� �� tin - , n - .1.+,s� a,w„♦ ew n n a., < 'ir. r «- cT�i?'Wgt=pOST$r-11082, IrX�141 Y .. r . . .w a <_. w ,a•�, u.. M'eY-f! 1 -=�NDNAL RTf F E-NKS ITfl8.11 �7.�A9I fAVE SlRtiTS 31063 0 1LB51 PURLINS' M _ _ 4 r 3EIflN PRQFER'T�i ES - 10'53 " •_,,,v �CINT"INUDUS SPAN ^ . 1109 _ _ 'S CTlotd PROPERTIES 11053 : p$F WIN1:OAD,• I1y248, 7 052, r +. K ' SND4A:L-LL• $RAN ]SDIG�]` I'� r r�.rr!,•i+,!'. V- r�.1� . + t • F .+. Y" 'draL...PANELS; ., r 11k21 r „ rr n. .•..net*., . a l..r < r,V .ra ,< n: „•,.+.r , .•x„ '*Ft ,r ., ;aA r 2 DETAILED PART INFORMATION :.-� `�'PE EX.TERIC,R ►COL S 1 PART Nt t. , 0 �F T � 2 PART LOCATION BOTH SIDEa 3 START PLATE P/N 30965 FINNED BATE PLATE 4 'END PLATE P,'H 310@4 _ kNEE SPLINE FIRST GIRT � Y 00 15 OUTR' FL WIDTH KIN) 0.. 000 . " 6 DISTTOLAST CIP.T SFT) A 507 1'5 OUTR .FL THICKNESS (IN) 0 0►30 .FT? 1�..., " 7 !START DEPTH (IN) io.000` ir' INHR FL WIDTH KIN i`.►]41►�1 3 DIST TO Nt8T DEPTHi ;FT) 16.451 18 INHER FL THICM788 KIN) .ai:' 9 HEST DEPTH KIN) 32,000: 19 D18T TO FL CHG KFT) 0.000 iti LIST To NE�iT DEPTH (FTN 0:000 Ei Ih1htR FL WIDTH KIN) 0.000 11 NEXT DEPTH ( I N) La 00i 121 I NHR FL TH I C"KNES K I h1:9 ►C.4 1 i OTR FL WIDTH' KIti r":i: 00, WEB THICJKNE;= S KIh1i} �►0CI C►�i 1It OUTR FL T'HIiC{KN:E!SS 4IN;) 1010 DINT T13 WEB CHC KFT) 0 0130 Y ►3►:10-�J' ^4 WEB THS:. KIN b Doo 114 i% �T TO FL uHC.FT) . ; 25 r3IRTroPQRLIH itEPTH e IN) 5.000 vs, RB END FL LENGTH �,IH) a3. 00 S MEMBER SL17FE r; )3: 1')1 ►3t=►►r �'? D I �T Tt:t RE r.t#EE DEF KFT? ►�. ►3r33 27 .I'RT/PIJRL;IN ,i",P0CIr.G -,FT) I).00►a ?►7 `r'IEL:D STREStw MSI) 5a3:000 1 PART ;pt0. 5101,='5 TYPE ROOT BEAM E' -I 2 PARTLOCATION BI]TH SIDES 3 START PLATE P/fl 31.004 1015 F:, 8PLICE 4 END PLATE P,,N 300, 7 INTERNED., SPL I'10E 5 KNEE LENGTH 4'IN) 40.000 15 OUTR FL WIDTH KItl? 44k`l G DIST TO LAST F'URLI,N KFTy ";II,91 16 OIJTP' FL THIC-10,1E18,8 START DEPTH (IN) 32:000 1r INHR FL WIDTH (10 440 S DIST TO h1Et•+T bI PTH (FT)` L5,0►�'2 1 INNER FL THIC4KNESS SIN) 131 ,� NEXT DEPTH 3' ,� �'IN) 18 Io"m:1' iS; DIST TO F'L CHi KFT') 2,0 tai, ,� to DIST Tin h1EAT DEPTH' KFT? 0 a104i 30 1NHR FL hIIDTH KIH) r.'44►=1 " 1 H58T' DEPTH KIt-!) 0 000 21 INh1R FL THIU"K14• S,8' K It1) 1.:1' OUTR FL WIDTH (IN) IS.,440 ; L WEB THICOE;CS IH`) X200 13 0 U T R, FL THItCtKHt3t5 KIt'1) ,31!l L3 DIST To WEB ICHi5 KFT) 14.`3E9 14 DIs?T TO Vi. tCHr KFT) 220.0?4 L4 WED THK KINy .14► 25 J:,IRT✓PURLIH DEPTH KlH) 131000 eta RB EHD FL LEt1r TH KIM t3►+.381 ^b 01EP1�ER SLOPE MIO ibOO bIS'T' TO RB rHE� DEP 4FT r t�fRT'F1.IRLIH SPmt.IH►� t,." ;3t:�= i'IEL-1h :PTFE S t4; I;, tint �C43t:4 1 PART HO S 1:4+1:. T'r'PE R I DQE hEth1 L- I PART LOiCOTiOht 140TH lSID ~ START PLATE P ht 3 +�; � INTERt1ED. 8PLICE 4 END PLATE P."N 08, WELI►ED SPL I OE 6 DtwT T"'Ci LAT PfJRL1N �rfT i � i � ; 18 _ OUI PL TNi+T`110,1E5,5 4 NN, ► . ��t���� . r START DEPTH K It•1h I8,i 'C00. i" IHNR FL WIDTH K IN) 5.2. tb a DIST TO F1 Xf 'DEPTH KM 15 ►C►=►0 1i5 INHtR, FL THICllKNM.'3 >F 0.0 .219 , S 1 Ex T DEPTH K IH) 24 0t11) 1.9 b'l8T TO FL 1CH0 KF'T) t i ►:���o Lai Di' T Tt5 ?4E? T DEPTH 4r"T1 L�0 INNR PL WfI fH KIf4) � ,aC►C►:1 1 i h1E i° T1 PTH (IN) 0 000 i I RNP FL THI CEKHES:., K 14) ►1.00b y i� bliTR FL WIDTH K It•1> 5. g5!'+ 21,� W5 -b THIiCKNES$', K Ihl) i L� 13 OUTR FL THIt�rKNESS' K It•j�n,19 L3 b181T T0- Wet P., 'HG' tC►,ii 14 DIST TO PL CHG KFT) b '0 00 P24 W,tb TH4K r,Itl) t1,aDl:,i R►;IRr PL4RLItr DEPTH 1i1H s�.lai0 RB Et•rD F i, 1) 4i,►�,►►:4. g8, MErlDt=k ;_;L -SPE ' 1 Sa FT) 0 ►" 01 _.i 01 > D I. T T O 4IELD t �''Y1?�1:6'1�1y►►]tj' �r GIRT,�PfJRLI�I ,PI�►.Ihlt+ 4FT) �,.0t3a3 _. P 'ED . BUiLFR IAF0. Cc7r tPANY ENCINCERINC DA3A Fti�E hA„ _« �.. .x - `� •-- -2 Cl, AGE . DF FOPM NO. S'JO 0 Af � � JQ9 A Aca if SPECIFICATIO'N'S- LRF II oN" _ _ ti • I�.. Description.,'.. n A General .The primary structural system is a clear span rigid fru:1F with a gabled roof having a slope of" 1 2" z '1 czici consist of simple beams sup�aricd I:�y posts.. Puribis a_t,d Pa Fe �j S truts spanning bet seen i011P fva es su"p-port the roof p4n4s, .The „wall panels span- froraAhe .Mase. to +-he ;eavar�d rr a be s ar�e z -.i citi;t „ N .supported at intermediate p:*i ots by guts p ng b e biz the vamen . . B. d Frames ° ' i fraines ,consist of tape red,welded 'upplate"se.ctio-n H ccluiiins and roof, beams with bolted splices: ,. Tl:e"zxini^2auzn 1+ yield o;f the. steel usedxor flan4e�s and tivehs is 50 iLsi •;F ..� A R..'... s . µ R y.! r f'i . �. _u V t. Y+n' ,Y aM ... C. w End Frames « e encs xrarzzes arecompc;'sed'a .end" all pa.s' s'' aha rn; ittT011 rout i ` .,._� b sn . •.1 These are, cold -formed C-shapgd members-xa.bi�zcatEd ! -�- .fr _ minimum,.vield material except that inairr�al greater than .120" thzck is .50 lsi aiinirrzunz,yield ` D,Secoriciaryn Framing --µ» -:The secondary framing cons�,ststof"purliits gilts, wand E'xz�e struts.'cold-Eorrned'from 55 k,,s., xlinilnuw yield,materiai. Purlins and guts sre, Z-shaped men hers and eave struts are ,` C �Iiaped « I ` Design Specifinatigns "" A`1 ..structural"hi ll` sections, �x.Y)celded--upNplate; Sect ons are ;r A �.desx red in a��cord 'nde.with 19.6.9 ed tio:z of :the DISC' SP Ci FIC'ATIG OR"tHE`'`DE9!GN' FABRIC�,TICk� �-M- _ _ -=-=TIQN40 '; STFUGTUR:AAL'' S T EEL' FO BU.ILDIr1GS B._ All .cold 'faxrzed seruc araZ'mei -�5er's b- a aesi-ne. I acc"crdar4 �: '"" .wzth�'tle '196$ edition at the:"AISr SPECrFxC:A'1'tt�xd 17`E SIGN, 0F' COLD 7FORIVI ED STEEL' STRUCTU41;LA N 4D,IBE- 1 } ";`� • ~ y , ......lel' r _ .T"J'''f'"L� _ r�.! q yK { !I w r y 5. Y i BUTLER MFG: COMPANY ENGINEERING DATA nes r+ol I. it l oo IoRm Wai o2oERC JOB - M OE B - KPY BT ,D T`E 1 CJ la.► L� EP REYI. Slo" 1 O I?_6 i71 CIY{ 2 'j1WN ANCHOR BOLTS AND BASE $, - r Downward Thrust z,7,9 K8U, 3©C2o�.L Outward Thrust Long. Thrust i,p3k O �- 2 SN t- Up'lif t Mai. i Use '4. '� i j �� Anchor Bolts Y- Allow. V Us e ° Q , x q. Bearing oa Concrete X27, 900 294 psi <'625 psi Allowable Weld Column Tlanap to Bane ) w9 fillet,- � ' nf.%/'� 317(See detail)Length � Welds ^column Web to Base. ILp { > Y Length 'of �-, .fillet -- - t3 611m(See,datatl) kY, �N . 3Y 7,J , w i • • u . • µ. Y�{I Va•r 1 Embedment of Anchor B0�"' s , Y • ._ N {r p`sume f' c = 3 Gbp psi li�iijr ua 4 V M i V W 1 K f V �, �. ��• r �u4r r. k X .i � w'l. W Y 1 ' ai. H A Use Y 1S�N.Eook Belts"Nyith riinirrium" obedrrierit of I i'►�, ;l ' NiV'lN M,Y •+H � }NYie+4 e V W t / k V Nr i.G.ri. N� l�. +N •.IY N N FN l bond apnchor "belts ; N WV rN V+ W •Y W # F Stith tuashcx'�a on einbedr eri �regriir" c ,b r or Ptah and ��1' aH yr •.• Y rb4 M wYV..N iLN� ♦ iV iW IY �.Y. L �4W.4� W N. ,-w•N� Ni Nrµ4Xr1 ratei n46t i yw 'V V/�'Y 1 +n Y�raii erii d4a rier. qul .di by bo1 ri,nd i7inm riuxnen a { 4 rvr N N {/.iiN{ 1. N�' Nq, k a F rl 4 M 1 . Ip a 'y yy, F W tV1 Y tlN - . N NII. N Y•Ir-n.Y {N iW�3rVFi,Y•i��:.i • f • o.a � {�., } k • i -• s,A • A yi • �X1 10ty : Y. F i w..aYK Irk V w 1 Y 1 W� }1 tro y++ t+was+y VAI 1 IN MY•( t N ,�yy N SUI a Y yWi LS. .� l f IWF/. .�4n Y'N FINY ykN ! {.rs ��� �i � �iwY b f 1 .f s•.� g ` BUTLER MFG COMPANY ENGINEERING DATA. F1EE NO. ' 1 1`233 ` } JOA s3 MID[ BX' [no. Br UAIE PA GE Of w. 8020 LRF;I I 12 LIVE LOAD CMPR QLB 06-15-71 C FRAME CROSS SECT I ON - E z r 4 u th _J m1 a a W W s z tl7 t!�' •-• O J uJ u.J cr z z w n o z to r i �`' O' - C7 ~ ►- 5G Cd to s x to s ry w ..,.ve. .:.♦ ,y.�..1ri.w�.r m. .r+..• :. .i.I. .-. ...4. e x �: \V tL' �. �• O `:. `' Zn m CL UJ CL ui ui aG ►- �-- t.J. W J tr r»L a Z to { W u Z i LLl 0 Cff w "' tJ O o o u a: 1- v o Q o CL 2 J C'C -i cc �cc r �bar -� 70 GS „ M .: ., ,✓ BUTTE C: uj -rui ^I a .. . tr _ w to z 20 F» Y• m), ,� I �. n . C SUTLER MFG. COMPANY ENGINEERING DATA liclio FORM NO. 250. PAGE OF OQ MADE B CKOY DATE 3O�r- �12-L L,- r., 9r��i zea 71 asVi- r, •,;:' �,+�I ! SII 7l ivy 32. )w offer, Kr•J 5' t L 1 � � -r I BUTLER MI~ G. COMPANY ENGINEERING DATA F$�9 NQ. _ 11 DSD rOR1A NO. 210 �+ RAGE OF ,. CKO. tlY Ga'E. MADE tv. U � �. i► -1 G�� �.r�l �wC � rt.�I cc.� s�p►� z • i . Po, 1, N P B'RAC i NSA rats t Grp ua TA 80.00 1 T `I W I LU I NG W I DTH tNT 2040 0Q f=T f,AVtj' KINK 15.OD PSF` wl. ND LUAU h + (SNC fsftAl.E'.Cl UA:Y ItOUIItOU U A f A 0 R 0 'N L- B A A CE 0 B A Y DISTANCE STIUT 20 F'OUT OAY 25 FOOT UAY 30 FOOT 6AY . �•rcOp1 AVC' LIJAC) OU Sl 4E ' FUD UU 5_I,t.L Itf)U LtJAI) I. rtUU LUAU. It U Iw LOAD )TUU S 14 C ° ; CFE`ETl Ml PS t (14-SNS) CI N41?; S t KIPS) C( NCI C S) (KIPS) C I NC'H S ' 257 0.6`0.00 /.710, ,62! 0.625t,�21 20.00 4.0734 2' 4,,i153 3 0.56, 5.948 0.563 5.6o� 0.500 40.00 1.607 c � , 3 L lbb° 0.4,3111. )83 0, t3U � 1.E177 0.4 a U, 4 lL , ;r j MA[ICaY '<CK04Y ^• OM[IiSU[0 w r I L I �3r�►'F'�o11« ° 1 OSS�'_ 0^1E a[YiSiO CAGE q( (nk ++sa 11325 (sU,20. LO 11 11A tNG �F 1 ad H x C0�1�.LL MUST REVIE151' SCCT'ION SIZE LE10TR FY Aill EA EFF SX RX IlY : 12.02 C 0.0'00 ,19,, ` FT 55.0 KSI 1.000 110*2 0.217 rJN,,*3 74 IN L .'243 1N 1'SF LL ON 301 iBAYS UNUKACEU LENGTH AXIAL LOAD P/A F IvOM ,NT tai/S FB CSR' 7.50 FT 6.81 KINS 3. 7t! KSI Ltt.7t+ ICSI 0.0 1tJ-•K 0.00 KSI 30.01 KSI' C.25ti IDL ON 301 BAYS + 15 P$F WL a UNBRACED LLNGTI'i AXIAL LOAD P/A FA MOMENT M/S FB CSK 7.50 FT0.81 KINS. 0.44 KSI 19,70 KSI 171.4 IN -K 27.63 KSI 40.01 KSI 0.699 OL ON 30' bAYS +'20 PSF WL ^: UNBRACEp L.ENGT4i AXIAL LOAD P/A FA MOMENT M/S FB CStt 7.50 ,Fi' O.I31 KIPS' 0.44 KSI *19.70 KS1 141.0 IN -K, 22..67 KSI 40.81 KSI 0,578 DL ON 300 BAYS + 25 NSF WL ' UNBRACEt) LENGT1-1 AXIAL 'LOAO P/A Fly. MOMENT • M/S F13 CSF{ . -- 7.50 FT 0.81 'KIPS' 0.44 :,KSI 70 KSI 176.2 IN—K 28*33'KS1 40,131 KSI 0.717 o 1 • 1 ti P � ♦ v t 1 2C) ►: EIh; 20 FKOM F51_ �.1Ap[ BY GKo CKD, EY •.' y� ,w ';, l ;�.,1 a ,,f.�l' ` DA}f ISSiItO DA1I FC �IaO , 10; 13; 12 1 Mtif QI :111! .� Ic;i 1-y rV «i•� �r.M,. wry1 x h .1 h • s lh f•...xHi 1♦ w rN N ♦ ♦s r.�v L ENDVIALL R0OF REAM 'OESIGN DEAD LOAD 2.� PSF CND BAY _.2 5:0 FT LIVE L0At) 2010 PSF BEAM LENGTFI 20.a FT TOTAL P IdINp FACTOR = V.QO S'ECTI'ON SIZE ' I2.0 C ( 0901 FY ,a 5`50 KSI SX 6.217 Its*#3 r THE, MAXI MUM SPAN MOMENT = 176.7 114-K ACTUAL 11 RENDING STRESS'- 28.4 KSI ALLOWABLE = 33.00<KSi THE MAXIMUM SMEAR = 2'409 KIPS i ACTUAL, 4TRESS = 2.72 KSI ALLOWABLE 5.2$KSI , A5�UMr11�OM�h1j,LR k ; . �= IGN80 I S DFS AS A 5IM ARL SEnP1 WITH _ A UNIFORM LOAM , 2." THE C014P 8SSIO FLANGE N . IS SUPP'ORTED'AT 5".00 FT INTER1�Al.S BY THE PURLINS i s locc Ac-TUA,LrrJ ►1 f3Aq C.C.NG7H '15 to Fr Ac-itiflL PtO Mo9i7NT s'HcA;1. G I VJ t LL- NG r r , t CA _ IyErCr. �o S P MAOE IY EW 1z00r' aEAhFBUT B» CKP. iY 001E Os12 DAiE:, IEISE /�GE� O} -�_---- ,PL N�urE►,1107b. : "Cl-A AWA L, POST Rev .11 EW P SECTION SIZE 12,Q C!0..090 LCNGTH 203.3;7 FT EIN2 SXR* R kY 55�OYKSI 1.800 6217 IN 3 4.'57,, IN' 1.223 IN s DL + 20 PSF LL ON 36 BAYS UNHrtaCE'a ; + 7CNUT;T AXIAL'6'8� KINu $ P/A 3.711 KST 'FA 14.78, �1ON�EN1 , N� �$ rD CSIt i k KSi U.0 IN—K O.UU KSI 30O1 KSI 0,'1.5.5 ' DL ON 3W, BAYS' + 15 .SF WL LENGTH 'FT AXIAL 0.81 LOAD KIPS P/'A 0`.x+4 �.SI FA. MOMENT x,'4.70 KSI MIS FB CSR s7.,50 t 186.8 IN-K 30.04 K5I 40. 81 KS1 C. 758 DL ON 30 DAYS + 20 NSF wl . UNH,RACEU LUNGT,H 7.50 FT AXIAL; U.81 LOAD KI� PS P,, A 0.44 KSI FA 14MENT 1y.70 KSI MIS FU GSi3 153.3 IN-K° 4� 5 2 �.,- KSI 40.,01 KSI 0.626 DL ON 301 BAYS + 25 PSF WL UNBRNCE;D, ^ rf LENGTH 7.5d FT AXIAL. 0.81 LOAD' KIPS P/A 0.44 KSI' FA a [-QJ}ENT 19,. i0 KSI 191.b M'7S J B i CSR { I IN=K 30.81 It S- 40,81 KSI C.7T7 a ` i rrl : Q t h r � Q( F R C M SL �,,.... .. r U"1i( i " r .. LQ 13 7ZZ ,w-47 _I .� F,w•...•e[1.ae. :. 1 r+„., N. to trta •. iw :.! :. 1 %a .. ,'MFN .+fl+.i v. + .a"r.� u. f / t Y .1+„1 aim i.w _ . 't,/•/•+f - . ♦ e,k♦ i,fi..w. is wr.i. rt N,r 1,. M Y ats f r t , �,,o �,�Ecrll�r'v PlrfaPEft"�'lEs � I S CG II1N S f~ I4_ A ( T�� is AREA SX IX RX R 4 �1dr1 I IN) t lNl t INP ! 1N1 E1(.51 1 l If±i '�2I l 1N*x'31 t I04*41 t1W S 11.0 1 U.QG(1 lf.OU 2. 25 0. (50 O,OGO U 2a[ 3s UO O.Fi'�4 1 Sha 'fs X15 3_ ilU" 1 [75 810 1 0.06► 8,00 2,625 04413, 0,061 0,259 31.94 aIa61 2.050 8.57 3,120 1.302 0o5oa � 0.0L 0,06:3 li.(lll 2.G2S 0. o 0.u63 0,?50 33.00 0,909 2.140 1",1A5 3-,1ty 1..�U1 ().b0 66,0 1 U.0 ! 4.00 F 2.62 U.1f13 0, 067' U.2aU 3 .00 0.066 2.30j 9.'�`) 3t117 1,.199 0.635 ts,a) L, t7,U71 ' b.UU 2,f ?.5 U4�13t U.U'f l 04250 i'�`.U11 1.040 2.519 io..'13 3, 120 1.:);52. U.636 U.0 L 0.07 tf.OU: �.u2a 1,000 U.;O•16 0.250 3a.uU 1.122 1 71,o 1OA9 3.114 1,377 0.649. ti.0 1 0.081 8. 06 e, 425 0.938 0.081 0.250 33.00 1.184 2.0013 11 11. 3.115 1.a4ti U.t±Gy d.0 t U,UtI� r i).()0 1.fj25 1.0170 0. 08,? 0125U 33,00 1.G1i1 3 105 12,12 3.,11'3 1.373 a.70: 8.0 Z 0.005 8 o(j 2,6'25 1.UU0 0.09!3 0.2'50 33.00 1,3t1cs 3 S!G 13.50 3.110 1.370 0. f�1 U 2 U.lo5 8.00 2.62:1 1.l.hu G,1G6 64250 33.UU 1.593 3.443 la.3d 3.1107 1.473 0.739' 1t0 L 0,120 8.00 2..425 1, 144 . 0.120 0.'l5U 33.00 1.71), 4t_.,321 17.293,.100 1,100 1).910 1. ..i.r r 't tb r yR ,. PAGE 0f f1E ft0. 9101 RUDE IY CKO. /Y t �r���N.� •9 p�� �r DAIt ISSUED ! / � 1' DAIt tL%JSED � � 2=S1'(:l'IpN ,Nr<U;I%l: iti'I�S u1;U • 'A 1 0 V U ! � l / / Llaa3 "ie rkrlel„r,Nu rerratra ar.0 _.. ,yrk ft vr.td.CJr + . I Zpvt?hr CONTINUOUS PURLIN ()O s I i,N I;NTERIUIt OAY i PURLl14 SPACING 5.0 TF i F DEAD LQAU 146 20.0 FT I( LIVE LOAD T rSF WIND hACTOR I.OU TOTAL L1�6 PSF c .- -- 1).0 X 2' GLS X 0 060 W 1 � �1 I'Y = 55.0 Ks I SX � 1 , �)9!s. lt'I�>x3 USI: A L -SECT ION IiI'E 14AX MUM SPAN: MMkENT OCCURS W IT11 5 CONTINUOUSSh ,PA -41.0 I N -K 10 I fl -K I NKK AT X = 10.00 FT Ti k- MAXIMM SPAM MOMENT '�_ 23• ) ALLDW►'�HLE = 33.()U KSI - =2.ti2 KSI ACTUAL ucrlr,tN1� STLEss ► THE MAXIMUM SUPPORT MUMENT occults '►vITI`I 6 CONTINUOU 11SPANS_git.0AN-K,, 1 M -K CHECK SCCT'r �N AT ENU OF SPLICL• 511E Aft - 0.99 KIPS ' moMENT - i1. ti t td` -K ACTUAL b04WN1 STRESS = 16.,!4 1CSI ALLOWABLE 3'o. 00 KS[ r 5tiEl KSI AC1 UAL Slft;Ak S'TIt SS _ 2107 KS I ALLOVIABLE _ . b • ALLOWA'OLE _ T1s ."37 KSI 1 CIlECK CGMUINLO. SHEA1t ANO 001171NG SYI2ESSES IN THE WEBi5d � _ ACIUAL ULI�iUINI; STItL55 - 1 �. )U KSI ACIUAL SH-CAit SIRESs '/ ItSI Ia:LLt�wAtiLr = ti.49 It'SI � +. .U,`jlj 1NEU STIJESS RATIO =' u.3:32 rn ASSUMPT INNS A UNIFDI► LU>>U ALIO All hPPIIEU f10MENT THE Ii C: IBE IS, t�l_Sl uNLU nS:A UCAM WlTt `0 0 ►. AT EACh LNU, .• 2 o THE- Cl)hii'I2ESSICIN FLAN 1 `�` FULLY SUPi'Ott1 EU Uy I`iIE PANELS SUNP0RT' AT ENI WITH MUMENT M1 3. UIMLNSil11V X IS MEASUItEU Fittivi Ck14TLI`tL1Nk 1]f _ 7 ICS MADE dY [YD, lY ,�^ dry p g '^ '' ...�+�4 aAtE Issuco ► V V !% eA oAz¢ cwtu0CE % I' a f r E `r+o• 1 l G ti y 1, � INTERIOR P l�ttL"., r 1s 131 1311[_ liKll ....._. YugtEAUUpfACtKaaGKCLpAIaY .�•.+.�sw...•. w' ,w'r )s...ew.'..wr�r• ww..:...-..wr.w+fy l•lut tsr r�; YYhl+rrY r.� iX y!r.RX .ttu •.♦ •. 1.1t rn. e 41 4 CON TI NU OU PURL 1N car;$ t ON r"=IRST INTERIOR u Y BEAU hUAU 1.6 PSP `Ir � - 5,0 FT LIVE C UaU =" 20.ti PSF OAY�LENGTHIN 20 rOrAL 21.6 PSFR Illtva FACTO = 1,U0 USE A J^SCCY't]N *8 4 X 2,..1a X d,o�� i 1;ITH FY ��.a KSI..S X1_19 5 I N"3 .. i THE MAXIMUM- St'NkV' Ml1M>w114T OC CU 4 CUIVTINUOUS SPANS 141 7' N"^K M?- = -37.1 IN-K ' (hfE t4AX t4UM SPAN It1.9 ItN•-K, AT 'X = 1,001 FT ACrUAL i3t:N01IN STitL'SS 9,ti9 KS1 ALLQVAB1 E - 33.00 KS1 THE MAXIMUM SUPVOKT MUMEt T OCCURS WITH CUNTINUUUS SPANS MI. 1N-1 x M2 —37..1 IN,—K ! CHECK SECI`1014 Ar 11-NO OF SPL ICe, - A = 2 *00 PT MOMENT `= -3Up4 EIJ-K $HE:AR =' 0.94 KIDS ACTUAL blIN1 IPU ;STOSS = '15.27 KSI ALLOWABLE = 3.00 KSI A I UAL S11CAR STAG-SS = 1.96 KSI ALLOWA ►LE = ', KS I C11i:CK COW111114H) SHEAR ANO b NOING STRESSES 1N THE WlU ` Ai: NAL r3tNUING„ STitLSS _ LA 0R KsI ALLUWADLE -, 311.37 KS f- _ _ b AC i 011.1, SHLAR S TttC 5.. 1.9 . K,, AC CS ALLUi At�Lk. �, a 1 KSI COMU114EU sTItess; RATIO = "0.296 i K -0110 TIONS ASSUMP H E MLN�iIER ISO:L S I l NEN AS A BEAM WITH A UNIFORM LOAD ANO AN '4W01,1 EU MUMU ENT 1. 1I�it ' Cr 0 EACH 110 2. THE COM RE.SS I ON FLAN'UE IS 1=ULLY SIZE E OKTEU THE I ANELS .BY 3• UlMLN5101� IS 14EAS FRU11 CENTERLINE OF SUPPORT AT 1:Na WITH MUMENTMI ..'•,cru ,; .� fw I { pf iMt NO.. i ro. 1 �ORitLtt�1ItU �IIW tom! It�RU ,F..P i.147'�,. - r. -,• fir•. X(}n4 1 .. co v z :. .. .. : e,i,-- ...ni nhn-F.. mwr ,f r air .+»i<.. .a. . '.. U..r..,nM.w- s..«.........r..,.t7-.-.,..+--6"_'..4,..[.'C_',..._ _. ...... ..•... i. 91^TION TERV PANEL PAM COWRS'SSION ON OUTSIDL" COAtPRS=ON ON LV=r PAMitS MA?M4Z T'.ICLV2rSi ($1 SQ. YS.7 S hsU: :`I,puU 31 (182) t (10�] 7z (fa3) t (!a4) 26iO.L.COATZOSC23S lo113a t.11 14,100: 41.0 05N+ 0680 of i 3781 26 OA. COATED S-1 .0198 1.14 29. 100' ' 80 0 0110 .0634 04J9 0749 24 OAOA r, 0:37 , 45 29 !00' 4 1 nM 24 CA.COATM 3TEE 0257 l.4! 29.500 _ 80.0 X171 0818 t «, i 24 GA,COA1'� St2S .. .03IT 026 N+v1@iCdi 0260 176 24.500 43.0 ,'1028 0,{S to. C-00 NO'f>e SEC21,' X PROPlOtTt33 S h"I SLL^4 CALCCLAZR..J• W ACCCR.DAN= WITI SMS 1968 A. LS.L SPZCMC=QH. ALLOWABLY VNitORU LOAD (pit) PANEL UA,.L"AL1L SPl11l ■ Lo! SPAN r 2.3' SPAN" 310' SPAN + 4.0� I SPAN Ot SAAL'd p 5. p S p ! • I.;T 26 OJL. COAT�,STES2. 33 1c i 1 WO 2C3 110 133 _ .0 97 511 !L 80' 36 ! T2lRlL 101 I97 i 166% 134' US ( 177 ( 64, 100 45 ) T r=R 143 370 i W 238 107 I I55 S0 93 42 1 1 1 16 .CA. COAT'-DtS'.= 80 k3c TWO � 147 311 � S.2" � :3r 134 � 148, 36 139 y � 60 i 9 Tmxx 404 $89 21t 414, 593 307 108 t73 15 1] I'M 405 [ 644 `:39 412 17� 297 Sol 56; . { 10 11 i 24 CA.' COATED STZL 'S7no 390 448 '133_ j 233 j 528 194 71 tiZ 3C TSE_ 2f13 ( 138 232 836 ( .160 248 90' I4A 53 9 TOUR 329 619 '215 333 t30 Z31 34 ` 1:1 39 : _ 1 4i.0 OeOS 0941 OTOJ .0549 GI"L +PASt% 0500 0:70 1010 23.1 1489 .17611 ( I401 .1543 PAM COWRS'SSION ON OUTSIDL" COAtPRS=ON ON LV=r PAMitS MA?M4Z T'.ICLV2rSi ($1 SQ. YS.7 S hsU: :`I,puU 31 (182) t (10�] 7z (fa3) t (!a4) 26iO.L.COATZOSC23S lo113a t.11 14,100: 41.0 05N+ 0680 of i 3781 26 OA. COATED S-1 .0198 1.14 29. 100' ' 80 0 0110 .0634 04J9 0749 24 OAOA r, 0:37 , 45 29 !00' 4 1 nM 24 CA.COATM 3TEE 0257 l.4! 29.500 _ 80.0 X171 0818 t «, i 24 GA,COA1'� St2S .. .03IT 026 N+v1@iCdi 0260 176 24.500 43.0 ,'1028 0,{S to. C-00 NO'f>e SEC21,' X PROPlOtTt33 S h"I SLL^4 CALCCLAZR..J• W ACCCR.DAN= WITI SMS 1968 A. LS.L SPZCMC=QH. ALLOWABLY VNitORU LOAD (pit) PANEL UA,.L"AL1L SPl11l ■ Lo! SPAN r 2.3' SPAN" 310' SPAN + 4.0� I SPAN Ot SAAL'd p 5. p S p ! • I.;T 26 OJL. COAT�,STES2. 33 1c i 1 WO 2C3 110 133 _ .0 97 511 !L 80' 36 ! T2lRlL 101 I97 i 166% 134' US ( 177 ( 64, 100 45 ) T r=R 143 370 i W 238 107 I I55 S0 93 42 1 1 1 16 .CA. COAT'-DtS'.= 80 k3c TWO � 147 311 � S.2" � :3r 134 � 148, 36 139 y � 60 i 9 Tmxx 404 $89 21t 414, 593 307 108 t73 15 1] I'M 405 [ 644 `:39 412 17� 297 Sol 56; . { 10 11 i 24 CA.' COATED STZL 'S7no 390 448 '133_ j 233 j 528 194 71 tiZ 3C TSE_ 2f13 ( 138 232 836 ( .160 248 90' I4A 53 9 TOUR 329 619 '215 333 t30 Z31 34 ` 1:1 39 : _ 1 fr pX w.x 1 ,J+1. w Er - jB s (:. ,_. ,..,.:,.e.:,.: w-=�- -.. ..v q_,F .--�...n.m,�yw,wx..=.•..w+. .. .,,�: '+d�'"N""atrwc, .i BUTTE COUNTY y�,; ai'D �UT�tw'w ir)1 GING 4NfNt 44 F�..umt i�J t�u�IMI F'^ KI11eiN 1 \� � � ��`� COAUIIAMS SN�Ip In InMitU pIIUU� ----n- .M y bit, r;; biMAla PnTt`iT aru�u fqu Siaaf t ��u -[ i'`41 fur v hp Itve 90) __.. - ._...»,.,...,:.r«--•.-_.,...-._..:.,.:_.:w; �.�� / w 1NI YFInI J1dUC1' IU Cn�Nyl Mnitt Atl AbI�Cf •,,�oulnn�ie"`�, ,�'j„�w`'P IQN{jU�IDt�mIN111dµUtIlUIF4bnrYthlklS M)'I'i.Pik A"II1Ll.'7`e%tnl:.1i11D11'3 CGN'IF'Ati i ti _.,,...BRACE +, 0D TFTP— D ESA! ROOF bEsIM OR COLUMN L W114 P:lue-L. ATr4aihvr4.IT UOLEES W.ITuauT PANcL. QTTA614MELIT ,Ir aLES IuY a.. ,f3a� GQ C, �qY IuTc—+�. f3AY Eur C3a^( 53�Dlo6 3300611 5$P,P19 53007-2 4, 1,041 x30048 530032 530035 3tllo 53005(4 5,5aloc) 530036 PURLINS ADJACENT HAYS OF UNEQUAL, LENGTH WITH PANEL WITHI UT PANEL HOLES ATTACHMENT HOLES BY 1N':Ea E ATTACHMENT BAY COMBINATIONS N0 INTER ENDOtJrM. f�ov RAV RAv QAVr I»"/8. 8 1u 6i tr; �a�tt�rs�d �,dest Zl ,I4s� Iorpt r1 I� 7s/q i iy, I�w 1'/d G4aOpt ex6l S40612t �a4oclli I itDyS 8 h 'Va; yds SI❑EWALL GIRT SPAS - �AV� HEIGHTS 10' TO 30' ERVC STR1. T 4•' a GtRTS G DETnu 5 DE'RtL 4LZ GIRTSECTION CONTINUOUS GIRTS (TIN6SUj GIR3 (p�lQS8521 L 9, u SECTION SCHEDULE 20' ENO PART NO, T 4'. 8 Yr.. 530049 530056 530057 530068 53007.1 .G7l .095 .105 U60 .067 GIRT SECTION SCHEDULE 20' ENO PART NO, T 0 8 L 530049 530056 530057 530068 53007.1 .G7l .095 .105 U60 .067 a+' 81, 811 8"78" 8" .. !''' 8" G 5/8" 1S/16'r 1 1/4" 3/4"` 13/16" 530076' M09S B" 2 5/8" r1" 530111 .081 8" 2 5/8" 1S/16" SSO1S0' .061 9 1/2"` 2 3/4" 3/4'" 5SO1S2 ,083 9 t/2" 2 3/4'r 1 1/16" 550154 .102 1 1d2" 2 3/4" 1 1/4 5501 SG ,061 9 1/2" 2 3/4' 3/4" 550158 083 9 1/2" 2 3!4? I I/16" SSOIGO .102 9 1/2" 2 3/4'" 1 1./414 at abt,u wt aw roa ■wwvrY " WI: DE$PAN STDEWRLL. STRUCTURALS' . , wa wnnnt N t F Fnus�la.4 1 (LOW SLOE STANDARD SAVE HEIGHT$ -1. 4 /Y r�►� aini F ORIINIn nUN! N aEYr . _ Daae Dann[ND nuneta _. `acr. ^•., '1 •.,� rL"? trywrttn>t.w. et mww;eban aw./..... 4-t'._QQ •In.•''� Iuq WFaa �n lauuq uu q «� nnnUrNetu171Nc aT7a5 0a ..... 5gf3Q w- tlq „. M FwPK WMIII. OaOUP FDDD96 • a 1 a�zos ao ,. CONI'ANY 1i�-18 1 _ i t r .. ,n m-..1�.-a:le�«a.n+e.+ti�±ctir_eJc�+.s��r .r�.. ,.....•w ., ....n,, .-.�w,a,�..:,. ._._...1.,.�..._' .��II I DEWALL GIRT 9,GHEDU�I„.E MY TYPS 20' ENO BAY INT. BAY LENCT145 25' BAY 1 301, I END INT. END BA INT. 0" SIMPLE 530071 530071 530076 530076 — — �--r 8" CONTINUOUfi $30068 530068 530111 530049 530057 530056 9 1/2" SIMPLE 550156 SSO1SO 550158 550152 550160 SSO154 at abt,u wt aw roa ■wwvrY " WI: DE$PAN STDEWRLL. STRUCTURALS' . , wa wnnnt N t F Fnus�la.4 1 (LOW SLOE STANDARD SAVE HEIGHT$ -1. 4 /Y r�►� aini F ORIINIn nUN! N aEYr . _ Daae Dann[ND nuneta _. `acr. ^•., '1 •.,� rL"? trywrttn>t.w. et mww;eban aw./..... 4-t'._QQ •In.•''� Iuq WFaa �n lauuq uu q «� nnnUrNetu171Nc aT7a5 0a ..... 5gf3Q w- tlq „. M FwPK WMIII. OaOUP FDDD96 • a 1 a�zos ao ,. CONI'ANY 1i�-18 1 _ i t r .. ,n m-..1�.-a:le�«a.n+e.+ti�±ctir_eJc�+.s��r .r�.. ,.....•w ., ....n,, .-.�w,a,�..:,. ._._...1.,.�..._' .��II ii, _ D18TANCE FROM 6W H,- 201 251 401 501 601 76' $01 1001 1201 125t 1401 1.50' 121 14' 9i1 14 -4 jV2" 14' • 9 1/2" 151 - 2 1/2" 151 - 10". 16' - 0 1/2" 161.10 1/2i1 171-8 VT' '117t - 11" 16'-0 1/2" 161-111/2" 16' 16'-6 1/2" 151 - 9" 161 - 4,1/2" 161 `- 0 1/211 17' -2 Van' 171 - 101f 19' - 0,t/2" I6'-10 1/2'[ Iq/-6 1/2" IV - 111' 201-6 Wx11 100-111/2" 201 IB'=8 V2" : 111!- 01, ' 201 - f V211 20• - 0 V2" 71' - 2 1/2" ill - 10" 221 - 0 1/211 22'-10 1/2" 29'-6 1/2" 221 - 111. 24'-6 1/2" 241-111/21' 26' -,g,. 241 - 4;1/211' 241 »,q V2" 251 -2 v21' 26' - 1011 I 261 - 0 vv26!-10 1/2" 1271 - Q 9211' 27' - Il" 29'"6 1/2i1 26',111/2'. FIELD ENLARGE'ENDWALL 81 • 'r STALLING SIDEWALL / , : 71':. ST 6[611 X -.I/ A�... ,�1ut rngi 01RT 11OLK FOR 5/6" DOt, 'j.�;t , � BTR. DOLT 0071- fi> ,: o esnrt�p„y OIAT (BBF JI - 101 A + AA •rt ✓u ,1vr TNE01siGNOtTHIS s1AVCNa11S1N'ICCAAG49Cf AT THIS LOCATION (Boy efir. •Q/ H NBX NUT 00 A. :MIN Goa [NGINURINGL. WJIOS:AND FOR 16E 64t G tur SAYS HEIGHT ONLY) 7' ; _..'S � YX ,_ ,. iQ..: .OV,- t•.;Y,TILEIY CONDIIgNS STATIC 7N INE SP1C11?1�IgM2. . ONLY)'. �. `�: .. of I1 NNrnausu ; NoalAArr w. y/ -^ S S �, �• DETAIL 9 t' lI'a!e �JA it�CORN&R .POST TO,'HOOP 'BEA M NDWALLP,OST), 1 pLl+atN y NOtu391 PATENT APPLIED GOR $t98! DETAIL 8 fiTHIS: TBUILD NG. 1111,0 11I U CYS US T N INTS " � . PUTLaR MAHUl�A4TURINO CCIMPAPlY t5IGa 'NGRGIN4::1atCllon µWAr3 USt Aau,IS.a.,.SAVE ,9T11(1T CDRNER POET TO ROOF BEAM` (01`$NDWALL RDBTf + / C �' 4plilttItpP. p/ . G t1 R[CIIYfD MTM nil: 2Glwu,c SHIPMENT, OBN!tb11. nF Meeel KANSAS CITY.,M1131110URI DATE GROUP; - ,, 1_ _ :DETAIL NUMBERS A _ 55 38 f POST TOP CONN., PURL,N .a EA STRUT CONN. eur���r W I D E S PAN B 8c ENDVVALL:' DETAILS T e s io I! is 5s B! z Io -18-76 D 105854" OP < � FORM NO. 1059 PRIIW;•e`t_D IN F r � �ii ;i� ti �. } i, .. � �.