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7220 7380 7390 SW BONITA ROAD x i °� M/G'or• � " %Pr'�'�r `� �•a41 � fVcYy IOc t� d venr�,ccJ �a'elilnC. `J 've ! �1 i 5 r � i . .. l\ �.N•i� i ti + yrG. 1l l� 4l tkv ( � .___. _.. . : _ f _..._ �""•. a �'`+� :2)( t0 ToIst Inx tf 1 6 - � i � i NOTE : IF THI„ MICROFILMED DRAWING IS LESS CLEAR THAN d THIS NOTICE. IT IS DUE TO _ 16 X THE QUALITY OF THE ORIGINALF` DRAWING. ii21,1111111 a i11111111iiiiliui iiiiliiii iiiilii�i iiiiliiii iiia ilii iiiiliui iuiluu iiiiiiui� �!,�,ii ii�iliiu iiuliui iiiili� L viii imhiii iiia ilii iiiiliiii ilii ilii iiiilii�i iiiili�uu iiiOiiu iiiiluii iiiiluu uuliiii iiiil iii►riii JUNE261990 � v - - t , _ -- - -- -I. _ _ -.-.� Sea 330 9 (c) fit o 144% 016 t� 1►iil16'11 . � � -_; f• " �n' ,may, *. t 1 � <,l�'!Ce !!: fir. ry •�• j '�C est •,�,;+ �� C,hr�. (' c ` ` '► i `� .��.� �v►`��► he �P'tt•�. _ r t! L41(6 ? _r.r. ... 1466 oc. r li q•t 3 "'�tr1a� .:. lN� m �t, ti`IR v�G�1''►v%� Y • . . ,t Ci 9 i "� ! i LA)CA rf °'Q s M. �. 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Illlll ! mill ! �l �ill � ! !� ! ! � ! ! � !l! � ! l� il � i �! i i �i �l�! l�; liiit� �� i � ! �! i ! i!� lilil � ! lilllilllll�I� :24' " � � NOTE: 1 F THIS MICROFILMED THAN _^�i__ ��__ —�� _�_ � DRAWING IS LESS CLEAR MAN 17 THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL LZ 9Z 9Z Z Z Z IZ Z 6I LL LZ �1'1111111gl 11DRAWING. ---- 11��li�� l � ��I,�►� ►1��I��I��I�►�� 1i�,l►1,1 11�►I�� i►��I„►� �►��1�� ►►►I��i��l��,� �,�,I��i� i��l�� i��ili�� , �. r UNE 1090 } 26 � • Y� ...,. .-......r. llR�.ww�^ _.. __... _ frr• ._.. _ _ � -_..•t•.+....— ' _ _ —.. _. _._ ._�__. . ._._ .. -_ .rte..... _�. a;,: .�,..,a,y_ .. .�� _—.-__-_._. ._.�._.._..��_.... - �...___......._._._._.._. .. .. _.._.._...r r--- -.�...._ ._..�.._._..,........_..,_......_.e... .......,.........-...._.._._...-.. _--. . 1ti 3,k i � I / � - O A�11 I M ' n L11 Lu � ,.,/ : - aq.!a rT�CJFip p (/, � en�•�•>ek I � � ' N �'21' c N��v ritY.Y',. I � pp � 1 I la�.a a IT / `� , 144 I \ ' NOTE : SJF.VEY ?-�Y r rNrs�s "IN \fit, �- Hri� zvTu� 2 + c5lPolll� a�UE-ANc�( �2 Il �L�I G T E G�f' GoN9�RUG-rlvN jQN �v�rlr,E .vvt.L Y9oG >``�wpA, AP+.CA s 2j 4 IIXJ' .c 2 C.r71 fib' + ONig gT01�• - c.�' �{avE HEI HT 0� 171i�a1N FIN PL-p, ::,L-ob-vt> tN r 1 n, � j (c�f:t,IEP�AL GNAIt1 GO. � � f FAI Y. I Ny IN(} k MWAN p Q Nq I � 3 4 Ids � , / a • ,o � aA E ,,( Zb --��-_ � cceNc. . 'C1I_.E�-- --- ---iJ � �� ._ •� -- - --- - I I __--- ----�--- + W 'Q A45r WAL"( ntT /^MNT 0 ri w- t-76 I To GIT`( 3'7AN[7PFit�S Q, F , mss. e ` _ GW[6 `� ALL SPACES MUST BF ENDORSED PRIOR TO IU d $O.dl - �' ISSUANCE OF BUILDI--NS�G PERMI - -� gal.[Jr• Q 40, U I .qA>.O O,IJI Q PLANNING DEPT. �LH$x9-�[lILNZ._ cl2y L Da aIv j . 1�1 - � N Imo. ,1iS.«� s..e. r....J...e�.•. PUBLIC WORKS DEPT. jiE - •-, LCS-A. k-lei BY Date - t•KGI'LRTY Lhl� -- - 4 R wl.�...+ , gntt.nrxc WEPT. Z �S I . _ - -- �-•HlJIJ�-'7E7� OP ftG'•Ist7 �J nzz ws. In.. ttftaR �a.,... BD � —. . --------- --- -- L ---- ---- 9 IRURAL a` FIRE D vl- ry/n7 Ae-cc>s/r:9..e w,S .. FIRE DEP T. Date _-' -,-- A �.a �a �r �e� •�+ 1 + APPROVED FOR :ORS'.` OCTION W-0,166=, s. _ . . _- _. __ __ VAIOITV� OF THIS PFAMII IT �� >r �'� , CITY OPQ_TIGAIi/D {� P I.. U T P i, A N AND L AN D SC A P I N CONSTRUCTION CONTINGENT S APPROVAL DF 7__✓Z_Z U DRES _4_ .156. AS REQUIRED BP �r> - C{ ORs aTY.Tls. PD..MI ADDRESS .'gyp+ BY_l� '`" f. - ---- - -- ---DATE-_�3.�-7(, - NrJ'1� - TOPO C>[' ofNGfZTn 4 �o oew PAx4�awlr 15 ksw n \10-rw AVL, cow -,0.5 -- ___- - of TfCV' AP�iZWA� A?E hhSt5P1fA• mi �� III III III III III III III 1 11 III III III 1 1I,IIIII III III III III III III I 1I I I 16I I I I J, I I I �I I I I 1gI IIII1111111114111 I II I I FII�III I-�I4I II 6�Ij�_III4J � II I III I II�II III I III I III I I1I NOTE: IF THISMICROFILMED DRAWINGS IS LESS 1 1 1. CLEAR THAN THIS NOTICE. IT IS DUE TO - THE QUALITY OF nE ORIGINAL (III illllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIllIIIIIIIIII7 DRIND. IIIIIIIIIIIIIIIII►IIIIEIIIgIIIIIII „ IIIIIIIIIII IIIIII Itll�ll■ll JUNE 26 , 1990 I ne. 1 ZOY�- Gita TTa - - � � II i P_ _C I PIN .- <1 FI,i :ace� et R, G�)1�T W Nb - - 24/aa /n►v,RoR �., rxA- FIRE 2 � Fi'F',E• ; N'T' _•t�,c��=' \u�v �-TL►r�, � ii '..'�`� QSE.xAf�,ANT ��` . H r"`AC 14A-, -NVO LA`(ER.fi Cit=` i -T-ff" w>L r; _ `(F�I�N� \�'A►_.1--P.,.='D.W IT1� �JG�F� L..d.� r=�� f' I 7V4, V til l�1 t:;;, CL v� Tl Atilt? A'tTAcrr.►Er� \-JITH 6_Jt NAI�`� \ ' I'; " %c , 1'�E. L.d:�K� ARIE. �L..AC�C7 I-�GQt;�. � .I �� '� 1✓'Tf� /� `` 11 dN© 6�zT 1.1Er-' W lTH 23A >�C NaIL�� 10-51, AT ANCA !7.0 h+E� MGM 06 to 46 " I x v 4,T urs w AL - NA► i r,1 ► ----- ` iB► A r' fw' 5�— _Y _ W4 L L [,D"r_ r D- - I -A N CAFA,F_LE Z =_ Or- Z Ai P, c HA i 01I 1 I2 -_i � � I '"�'L-ATS! i _ �' i IiR, �• � (1 � � � ! � +•• LAS' _� u r ' 4} 4- Pzou_ ?� � �I � �\/Q//�E-� i-Il /J11N. li IFI1; (� l OF CG2-51PY5 , / �t YP ~ Lh I ,� �41 '` t'f' 1"'t-.b.��.... ; � ; _� - .-_ _ --_- ��•� 24 �e 11lP)Po;L.< ,�Tt2 hHEATH GIRD -}-- 14 LAV Imo'-�vo i ZJ,�o11 //\7" f"A�T TYY. TSP L_ A --- N �r 01 ?► s I 7 rl GIST i.INEz- Pb �- ,.�� T'r'�' �; �-i R C-?�J/ti, �':.�rte► I 4�- .:._:-gyp.. .•-�1._. �ti•;�t.�,r, 1�'"�N�L.<� �Y('� +::�� T�-P _2L17J-I REST 1too; zioT&; :.. test rcoa: floors snall have a smooth, aaxd , rnonabsorbeut surface �-- wnich extends upward onto tine walls at laeet 5 inches, mails with{n water aloset compartaerits ani walla witair. 2 feet of the front arid sid•.s of urinals small be similarly finis,2ed to a nelght of 4 feet. I 1. Except for the projection o1' bowls acid waste plplag, a Isar uuobsatrueted spacal 26 iriehe►s In Width, 24 inched In height and �1 i44- 12 inches in depth shall be provided under at least one lavatory, .3. Bottom of at 1past one aArro.r to oe 40 1%cher maaa :;uW fiboae ' floor. `1N PL.TL-, EL 14G. =I ; ' I PIN Gj�, �(., 14l�,G ,� 4. Restrocxa rst.till be provided with a meatianically Operate,, (� exhaust system, connected to 11ght swlt:h, capable of providilag � i a complete change of air every 15 minutes. The system shall be vented to the outside alr and at the point of' discharge anall. be at least 5 feet from any openable xic,cor, door or mechanical air intake. 1� _- [-_-7-X- TT A N Dtom' .T E-L E•VAT 10 r,-4 e l� d II- �10T f� E !xWIt_t=- I NG IhJE)ICA,-rE=_Q 15 -rYPPft LFZt A- IoojM$) CSE 1GNG fed I F�1=�L_IC� EE`! �'U� �tisG,r:r1O!rJ GES�Gr,► O-Z,17-e, F't..p.h.► E1�' L..Er Q C5't' V. T`1-�c",�M AC.� -- G.�3N�l�L.'i'•1 f',JC �.�If;�1 N t�E fiZ. W : I I I I I I I I I ( I I I I I I I I I t l l l l l l ( l l 1 1 1 1 1 1 1 lel I I III III I I I I III III III I I III III III 1 1 1 1 1 1 Ill I I I�I III �,JII I III III Illllil I �I III 1111111 l i � i � il1ili � ii2lili � il III � 114Iil � ll � I � II � I- � • L!� .�-I1'� � � �-{ �' 1 I � 11` I1 1 NOTL: I F TH IS M ICROF I LME D I _� _ _L� - DRAWING IS LESS CLEAR THAN PHIS NOTICE, IT IS DUE TO - - -- - - - '- 2A 1V THE QUAL ITY OF THE ORIGINAL E Z 8 Z L Z I Z Z Z Z �Z T L Z +S NG DRAW I . I I I' I ii � I!{li��liil ` ! IIIIIIIIilllflll I � ililhl�lulllllllulllllllllllllulllllllllilllllllllllilllli �I � { I ilii� lllllll ,, ,1�,�IIIIIIIIIIIIIIIIIIIiiiill �� IIIIIIIIIIIIIIII� II►{III,IIIIII{II{ IIII �IIIlIIII {ll{Illlillllllliilll{ .illl{III{{{II �141II{ Illllliiililillillillllilllllllllll illi I �, � 1 JUNE 26 9 9 9 A- t MAb:K � V— _ �L A47- all RECEIVED NOV 619?9 CITY OF TIGARD . AML- 'Thomas Consulting Engineers, Inc. -A> Structural Engineers and Planners N 10211 S.W. Barbur Blvd. - -Suite M A Portland, Oreoon97210 004) 945-405 ^ . � dtlY+kAki'Jv`i"a_9F!'i. •• -�mq.�,.y,-t.; • .,M.•� � -rF r ��.. `',tl�•" • _...�,.� .r r ,a� .. - � r ...,_� —.aM—,-. .cs,R• .y.o�._s+M,`."'•�' ."4 . .�. �y�•r _f4•A'�,•y .-.�. ' �. . ,- v .F .w�. 'p� �T"'�b•' k • ., A ..__ ...;i.�YliL_. __ ... - ,nwr•+�tl1+�4__- . .:o.r.,q�w-:r.. —y.._... ..__ -___.- __._--. IIII } III IIII � I � IIS III I { I III III III I � � � I III Illilll Ill I { I III Ili Ill -� 1� I0 IF 2 4NOTE : 5II � III I I { i1ll1� l Ili Ill Ill1li t c - ---_ DPAWIN, IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO -_ - THE QUALITY OF THE ORIGINA . ��IqII IIuIIIII uI�I�I I��ili�ll I��II�I�I IIlil�ll��Iilll�l►�I liilliui iiiilliu IIIII�� Z i6u I��IIIIIIIIIIII � 7, 6 16 DRAWING, iuiii „ IfAil IN11IIIl ►1h1 Hll►iiiA111i111111111 � 11�I► L►ull�►u 9i►uluil 4Ilullul flullu►I £IIIll Zullluiii 1I{{rll NE 1090JU2 6 ,� National Steel Products Company Subsidiary of Stmn National Steel Corporation The other way to build LETTER OF C :RTIFICATION TO WHOM IT MAY CONCERN: DATE: October 27, 1978 This is to certify that the Stran basic components as indicated on Stran erection drowings incorporated in the building described below have been designed for the loads specified in accordance with good engineering practice utilizing the following recognized standards where appropriate: M.13 M.A., A.I.S.C., A.I.S.I., A.W.S. Additions and deletions of indi- vidual parts as well as the non-standard use of standard componer is or ports is not covered by this certification and is the responsibility of the local builder. (Any exceptions are noted below.) •UILDER -- BUILDER'S CUSTOMER John ""Mt." 1DDR9S 575Ce —� — — BUILDER'S CUSTOMERS ADDRESS Beaverton!!!!, Oregon NA TO BE ERe.CT::D AT - _ _ __ Tigard, Oregon DESCRIPTION OF 6UIL0ING - - - - -- - --- --_— _ —.--- _ SMT 60 - 16_' Eli, 150' length (6nq 251) 1 :12 SMW 24 - 14' EH, 50' length (2 @ 25 ') 1:12 DEAD LUAG ------- - __—___-------- ----�-- --.—_—___ LIVE LOAD TO .ROOFTA- -�---- -_-�- 2. 06 psf (to frames)_ _ _ 30 psf I LIVE LOAD TO FRAMES -` WIND Lr)AD - -' — ------- OTHER LOADS -- _3.0 psf _ _ _ _ _ 20 psf Non LOAD COMBINATIONS LjL+LL, DL-t-', L; -- ~---- - ee--_ --- STRAN JOB OR QUOTE NUMBER �DL+L,L/2+WL; DL+IVL/2+LL H8-23213-HX PIAME AND TITLE NATIONAL STEEL PRODUCTS COMPANY - MANUFACTURER WOTES J. William Reuscher, P. E. 1 . Builder is responsible for providing for the lateral su o c"aside flange of the rigid frame column at standard girt rt f the inside and locations for the open-common wall condition, g and flange brace 2. The 1 '-6 roof extension is to be attached to the load frame of the SM 60 and the load type 2 bearingend type 3 bearing end frame of the SMW 24. 3. Wing unit purlins must be erec,ed lip-to-lip and lappedP er 2T201. ......... ,.. G GI I 8978 T ell ,�,� . 12 �� ,,� 1� P. o. Box 40490 CC: D.M Tashiro Z M Zielinski _ �� MCCullo� �`✓�� Houston, Texas 77040 • 713/466-2211 S c __—__�_ Ch {��;��v1 rRE�1��: �o Cable "Strap" Telex 762-979 S5-•143•A F ` ur • Irt� _' III III III I I III Ili III III III III III 1 1 1 1 1 1 I � I III I� I ,I �„� IIII III III 1111111 III III 1 :, , k 4III� ( 1111 � I I I I I NOTE : THIS 1 ��.+ 4 DRAWING IS LESS CLEAR THAN ��! - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL I I Illlll11111111 !III III IIII IIIIIII111i 11 11111111 (i � rZ i1) 11I 11V ZI DRAWING. II 9_11I111 1111 11111111 1 1) lil1111111111Illl ��Illl�IllllilllilI1) LiIll! I8liIlli411111111 111111I111i1str ��!1111111111111111111t11 11III 1 ,,,,: .:.. .. .. .-.- .....,r �'s '/',�o�'�"•.\. - •- ... _.y,-, s ..::...-.- .--.. .. -� ... .�.._.� ...a.v_.,. ♦ .- V' .... � -_� -_.. �,.y ��Ff.. �L.Nyyw�.�it�+lY. ..,.rt .. ...�ar..r..r..r+.. _ •._._+ .. -Y. _. _. - ..—_. _ . . ....+..rrw._... _-�...-......�. .._..... -.... _ ��.�,_ _._. .R...Y.....�/W� .. r✓. 1 CON i RACT A0• ( SHEET NO .. .OF NAME DATE 1 LOCATION 22 -e- " -�n-J 17- .A i NOZZLE FLOW PIPE FITTING PIPE EQUIV. FRICTION REQUIRED HYD. TYPE 6 IN SIZE a LENGTH LOSS P. S.1. REF PT ELEV. (VOTES OCATION G. P. M. EVICES PS.1./ FT (� 5 FTG- PF �'• = � TOOT. __ --_— PE ___—__ _-- 2--- p 4.14 n/ 2�+ +40 016.9 it GTH. T 5• ` QHS tS�_ '1.40.2 i T '2 ,..-'/. 110 .9 _TG- PF _ _ PF - ---� ---- 4� T- PE- 17 C9 3 0 2�.D 1 ,1' G- H-.-_Lo T _ - o •� = •4 Cg i T. 10 PE o • ,� ,Z � = 22.0 G . 2 PF 2 . 2 - - �•� nor • oT --- 0 E.LL T T. -- 05 PF -� I- - 10-�2.0 __-_. 1` = t�► •�1� +S8 -�' . � O 12 P 0 GTH.____10— P T 1 - - o.-- Cs�= 2-�•$ ��S `�, 21?•$ OT. O PE Ito •�S 4 G H___ 0- PT .o. _______' Zi2 M. FTG• o PF Q •� TOT. opE of- a.— � - ttb•3 0? TOT PE . o i . TT N 10 P T F TOT. ---- o P F in PE • 0 I . ° �► " LATH=-10 PT ------ �_ �'�- FTG- - -Q PF 5 _x4438 --- 0'a1 I c; _ TOT. I_�_ p LGTN Lo---- P T _ 0 -- FTG- PF _ 5.0 3� ----- I T0T _ i PE • 0_4— 21 LGTH [0 - - PTS- ' o -- qs �. - FTG 0 P F Ca •'a o 4A� ��. TOT. to PE • pt - 0 _ __ _ LGTH• 10 PT 44 .3 Q 2�2 _ FTG p PF la•�4 �1�4.9 _ T O T.l t 0 -- P E L GTP. IPT FTG • .__ PF 3 .1 44-).46 �4 •� TOT._ PE .D 21 . 4 0 l�2�1 /Q 1.d. FTG, lob. PF�• - 10 o _ LGT H_ -jo _- P T to,' - FTG - PF � .0 0 la td,��1 T- T• - 12.0 _____ ., F-4321 PRINTED IN USA, �,' � .....•y .�•r l.ii,��\�IM��,,.. _ 1..'{� r+.N'.'n�w � �. - - . - �_ .. i.r..r..a k.:_ ..._..../� . a rw ( I-N vc: �,- .«..:....P. M+« +.rb+.•+.•rl r.r Via . .• R `" F. i i i a I I I I i I l t l i 1 1 1 1 1 1 1 i i l i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � I I I 1 ,,,, 1 1 1 1 1 1 � 1 � 11f III � IIu{ � f NOTE : IF THIS MICROFILMED 1 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO �_ - --- --- ------ - -- - THE QUALITY OF THE ORIGINAL DRAWING. "I{ . i � � I I I i i I IIII 1111 1111 illl�lll UNE J 1990 26 At, ..... Illi �ll� lllllllllllllllllllllillllllillillll1111111) 1111 illi IIII 1111111! iliil�lllllllilll�li �llllllio�, .��,LiIIIIIIiiIIllilllllllilt'I VIII'1Y:ililillilfilil�iilli .Ill lil� lllilllll�Ilfilll�l� llll Ili IIIIIIIII! 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I_ - DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO -- - -THE QUALITY OF THE ORIGINAL E Z k1Z LZ Z 4Z Z Z Z TZ Z 6T l L4'T i i [ b'I T tTI ' t 8 >g g �Q� ` E Z I ` t "�''• 1• DRAWING. � �� . �I� IIIIIIIII14 (� y I l I !1 �� 1�I �illll II I �Illllil) (III��III 1��11i1 illl��lll�lll� I��l �illlllll Illl�llll illl�fil 111 141411111114411111111(1111111 II111111111111111f111�1111�1illllilllrl. :,,IIIIII1�1IIIIIIII�III11111,If1 1 IIIIIIIIIIIIIIIIIIIIIIII I , low, 1141111114141 ►411144111111111111►111�11►14 414 _.. :24 UNE 26 - ) 1990 i oo 4LII a .7�1t�t 10 4r F'T-y a.��, �'Z i Y ; `� LV CQ I � I .i it '`?1^► t I rx. '�� w cx i 1z j"'"' 1. sol : preesure 6►.t.eumed 1500 psf and L, L. r� ,./� I I ! 2. h:evatlolls b:j()w,.4 ors foundstloz: plru, are u:aal:Lum t1c,vuts on ��y - - l I ! to bottom `,f ' Footing:� to teat oiz fir:u ;aatuz-e,l . uutings. ur.dis�urbed soLl. A�otit;i, .rlr�lneer if othUr aor:'. i'6iora are i I fcund. Varlty a o;arc:ir.«,fie irI i'luors jn az•cr:ttectur�ai , cec��ar:lual , P1al:e. k. Sao arctAtectural clans for ger,..z•�,_ t-. .Ls :nd ta.5:islc;:e not shUwn. N l� I V - _ - ----- --- - - - >< zar�rctor to verify and c::e.. a, . el.>9 ►,�ije. c e r 1 1 �� -� _ _ - - --- _._. i }• - - - 6. T�eslgr_ lo�►ds i 1�5 Fey L.i. , �liu . Urd 1 T-' ( -- - -- -- - - ! e a i' ' I r I seiszlc ,er 1973 U.B.Q• Zona 2. \� �, �.._ ___._ _� --- i--.-; -+- ?. ISO exciAvhtlou sl`.a1' be Lade be.uw �► ., gut 1 :.�; c l j:;et ttlhri 11 1 I 1 I a once to cr,# 8101,• to the buttuw of 1-l� d. Baa►cfI " 1 all pipe trench ex-cavationa telow foot' _;6fa witn lean ouncrete :o bottom of footing. 9. 'Where referercv Is rade to ,QSTA, AlJ'• A L. 0 ott,or 8tanaarus L1� sr.d e�ec�,fiaetionrrr, tnc l�,tHst revieslorl o. h . �.,,�tiu:l ..a in t tended ar:lat: s s}fec' f1cullf :eslgnuted otrlerwlk3s. U +\ 1 = 1. The ACI �teu,d and S i,eci f 1 csL i on>is for structural concrete for 4 1 buildings �,'1-301 srlall os A'ollowed . Coutz actor shall obtain ,r I a copy of ttais sta.adard for ready reference on tl:e iob. I � 1'�' t1l ql , W 2. .Stone cincseta to be f,,' a 25«U poi at 2d days p1ae 1200 Psi I-2Z l for mi ) deslan test cylinders. L 1+ pli reinforclr,g eta-I to be AST;. A 615 40,U0CG psi yleL. I t. 2. Set main, rei:..forcind ste: 1 2" frog: foru;rs for 6)arl'r�cee exp:,sed H - G I to weather, 3" for footl ngs az,:' otner concrete pourea ago:iis _-� X L,q A.i�S, , TI�`�� ' LXX, �A_.; $ Y 3. deir,for,.e Ail eou�i•ete wt►lle with j of .1, reinfor.:iug ateel _ each way (0,2'5% reinforcing steel rioritontal 0.15% reinforcing + �T steel ve• ti1oo1 if U.B.C . is a .pllcable) unleos othe.•wlse � i q notes. � r 1 - wall `Vl�_. . --.�._-_._�_.-- - _�__ r^ _ ,--J•_-" . .._---{' 4� taeierovidat2a�1�~corr ars"raid• iuterseet�or�aall horizontal �✓ +tl _ I � -1 3p ll oes st.a�i b«i lapped 3� ., lameter a. 2'-:1" tainimu:n a:.leBs �.11 � i -� � y ,�• �� detailed otrlerwise.Vr w I VAI >�E FPLAN - ~T 16 � L_CT I C� N L—CT1C� N � � � > 7 17-7 z i I CJ � C -\ �,d .. La ' �o/At ��-er,� CA.�K..FI Lrl. Iv r 1 i .4z 42 II 1 fit it:. :�{ 'Rf °R.. 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Av.O 'TYF'k�AL �J� ��r�IL -- ems ' \\ �i - FOLLOW GUNT[RPARtiTN(R[OiAM00,1KR GOI-lJM r�1 --' •E NO MING APPLICATIONS ----PGR lcc �AYs-(ALL Lz.� l - �L - I t�C�L.UM►1 - 4}-D_ \ Lt/ 3 r;;:, � :I:.aw �.Is,.:sl •.,��•aTE 15 t5AYs (Ira 10 424 M.44. -� I �j 3 �j — i.u•.n: •.Els.uo I I �._ EZ"GIRT ORAL GIRT _ _ �,�^ `' • AIY HCS' tXJI_T - 9 L t A U� wA:owp-R5 - I REVISIONS ST STEEL G�If ANG+�E �A IGCjl3� ( � ❑ ❑ I Rcoc Sww LAo J" kE 6tli GL.F� CORPORATION Iv i. 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ASTM A-325 C L I P A 1J C L_E �� i (A-1o523)Fn3A4" 1g CLIP ANGLE HW-5(o2 W/OL!-r WASHERS • ( - 53) FO C.IR7 A 3'1 4 I0573 SIDEWALL QRT 00NNECTI0N _�EGTIo1J 11iG�1 ~- — (009L 14 LC .45TM A-325 W/ouT WASPEFZ.Si 3tr7-0q�10 4, SYMM. A13T �Ib --- I I_p�ib FL- 1051 29-5FLa PANEL DETAIL A I �E-IAIL 13 �, - - - -- \ ' _ Ry- 2O 9 9 Ito = i � ax DETAIL A DETAIL b W W W k0 I11 \� F7I-AIJGtE IDRAGE. N.SC7NL`( FS.nIJLY W W W W W A-2536 (7YP) > >d > Q � Qd N CITE: W W W W Tor GIRT FSR Zn' E.N. N c5 To IbE NCN SEGTI O N Fop, 25' 5NYS & 25 # W.L. 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'' I� __ 20 __ '12, fi `� UPPEiZ RIGHT `'� �`, 25 w'L' CH 2377 (4) REQ'D. CORNER FLASH I NC7 (2) III Ix 10� III LC,, ly i Z- =�p LtiFT 51DE LOWER SID LCWER ON-� -1 (2) pEre COI..- DEQ'D, PER COR N E. 12 Z 2 2/a l Z-2 2 1 Z-2 2(o I W x -� 14' Z 2?�I - 722102 z-�� ILIIlo '> L oV ar :n -�, —a[ -- _ i c�c I ?-22lo I Z-2210 I Z-ZZtoI s J, v d- ' z a ' -22fo Z2?l0 - 2(02 I. LLi -- - 1 _ .� 2 Z 2' - - {1 -- ( i v 2 Z-22G�I Z-22lo2 r I J`� '+ r VVV, �I _� ( i I j j ON!Y 20011 20�0", 201Gq -' CORNER AND 14 ft. EAVE HEIGHT BLDG. I _ _, _ _ _ , ") ENDWALL COLUMNS v � O � x Z - - -- ----- - -- N cv N N Q ti \ I 11\� INGCORNER 1GiJAAMIL �I — COLUMN EXT Etj5fON 204AND 25* # _ -_. _ ! 'so" sheeting N v Lk HT. -OIUMN =O JNN W.L.1. oN�r -- '15 w.L. framing— l II 1 9 L� c� _ Ta 2 GH 2 ,73 (4) 9 D, u 20-0 20-G IO-D F. ' ?�J05 -21<J'1 (2) PSR CGS, i CORNER FLASHING (OFL'I112x W ONI-Y !' .!. -- .{. -----_.-_ t 141 ?310 EY��14 r._. 12.1 LG. RE.Q'I� PER CORNER; pc ISD •231 Ef-?32p -- f =- - 20 ft EAVE HEIGHT BLDG. ?0' 4"2321 EY?325 _ 4"231 EY?3y3 EY- b CCENERAL AJ 0 TE s ti ?- in o- :o on - w — --- --- , 14' G 231 a EY?314 I 1 --- 0 IG -?31S EY'23?G - ---- --- - J u Z I. r11A�1TITIES SNOW11 ARE FCR GAlE ENDWALL 1 EXCEPT- AS ►SoTED . �4C��21 ONLY 1 ° I I I u �c 2. REr=ER TO SHEET 2Ti FOR ADDITto1,4AL 0 .2yoo rti 20 0 '10-D 20 0 ENDWALL FRAMU.SG QETAIL�- 3.EAVE HEICaHTS 15HGWN oil ELEVATIOAIS 15 12 ft EAVE HEIGHT BLDG. CHARTS ARE lXMINAL DIMS. I� _ �. X C 7�, THE ACTUAL EAVE HEIUHT GF F3UILDII.icAS ?0 232_1 Y4 WITµ 8" C'R 1011 Ro�F SYSTEMS �4' C23�j1 3 AizE% ►.IOMINAL E.N. t0" FoK S" Roor SYSTEM GGLIJMtJ �xTbN51Ut'J d l.►OMIkiAL E.N. + 2" I OR IO" ROOF= SYSTEM C H -'13'77 (4) rCQ'R CORNER FL1�5H ING (1) FL-1, 11 x �3 Ce) We COL. 10-I" LG. REG�'p. PER COQNEi� � e so ` Ln _ . .�-5FAR1NC, FRAME FAFTEIZ Ian. _ • - _ x ASTM A-925 d` �f - bIr '�' in b f�oL'f5 HW Zb4o ------- 1 - - - - - -------- -_ --- N - - - - p d O U WAOI-T WARS Z' � t -- Flow---- - 40 • IiII Ui U1 U1 — �` - I — _ — �.0. NO. REVISIONS DATE DRWN CHKO. SfroN•fhol Cor�oroFloN L..��fJIJ. _ fluildlnr System. SobEldlory of I 11 00 I N N It N,� Nallonnl Steel Corporo'lon cm ON Ly 26-0 210 OM «' �" F 1v 1 77-34 4 OMIT B.F. KW,�t�. �� '„�] �• �- -- _ - — — .+• X11 P O G C� �� Tho bth,or way to build ILL U- LL- Li HOUSTON.T112” ENE?WAL,L COLUMN 2 1i �1� _ �� (((�{E�k) E`EV� _ ___ _ -SM (�O --•�-=+ •'V _1 1 THIE DRAW NO. AND ALL INFORMATION CON )A 460 HtNtIN. REMAIN 1HE PROPt R,Y OP STRANATEEL CORPORATION ANO/OR ITS SU.. .___ _ _ _ E_NP_KALL_ F1'AMING -1-J�'~ �I SIDIAR1ES. AND MAY NOT rE REPROOUcto IN IC, �-��)) -- -(-- --_ l0 f t EAVE HEIGHT BLDG.FW11bLE OR IN PAR/ WITHOUT THE WRIT,EfI AP. AND (4"j WIN LOADS -- - PROVAL.OF S/RAN STEEL CORPORATION CERTAIN �y — 1 I F. ENDWALL C01., Ce2NWeC-r10W F'EArUNES SHOWN HEREON ARE OR MAY RE DA �' 1 WN I-�� eR`41 A.E.O.W. SKIM III SCALE _ -_._. ATVlD -_ fOVEREb rY nNF OP MORE u. S. PATENTS AND — - AN'RO�D , ---- - , - -- --- - WE < �t '2 T 146a ----- -- - - - - --- - ---- '- --- _ IOR[I(3N Cf1UN1E Rnq MORE THEREOF ANU CIT.P0 •f Nf�-Nv. APPLICA11UN5 { _ Ili� lll il111111ji11j1IIil1l11l � l � jlllllfl � � ll , lllll � Ill � i1 ij1 iii � ll1i � iliili i i Ili � l ' i � i i � i ' l � iii iii I i i i I i ill ill 1 •jlllll ij� j1 � 1 iii iii ili � i � i iji iii i � i � � � ` , � _ 1 2 3 4 5 0 I 10 11 1 �� NOTE . ..F THIS MICROFILMED � • . DRAWI% IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 9 Z 8 Z L Z Z S Z Z Z Z T Z Z 6 i TL T — I �l i E T T T I T 6 � L qDRAWING. Till I �� 11 I , " III Ill IIIliillllllll�llililllillllllllllillllll Ililllllllllll.11lll illlllllllllllliflillFl111111111111, 11�111 �111 illlllll IIIIIIIIIIFI � Ilillf'11I1111111IIII IIIIIIIIIIII illlllllllilllllllllllilllllllllllllllllllllilllllllllllilllllllilllllllllfl 1990 26 All L � 1 ff R I I 8" ROOT COMPONENT USAGE LIVE ! BAY END !NTEPIOR END PEAK INT.PEAK EAVE STRUT LOAD (E T) PURLIN PURLIN PURLIN PURLIN STRUT ANGLE FLAI�It" � ;1 `-1 11- 16 Z-2166 fi 1-2266 1 2-1266 Z-2166 ES•2676 A -754020N Z0 *Z-2254 I Z-2254 Z-1254 Z-2254 E5-26 77 A -2546 25 Z-2251 Z-2250 Z-2250 Z-2250 ES;-9679 A -2547 T --.-._-... _.-- - ----- -- - - +� 16 Z-2289 Z-2266 Z-2266 Z-2266 ES-2676 -4548 li CI 30N 4 2 Z-2253 Z 225 Z-2251�5 Z- 2250 i KO'N111110 A -2541 L46 �,114('f -- I QOM 10 1-7791 Z-2256 1-1255 1-2154 ES-?677 A- ZS46 Ei (. F:E^mo TYP) \ I ( Mise twt stiffener angle A-9676 at end rra cnd .if purl in. (S(.. drawings 2T1 and 2T2). I 1 - -- - -- 10° ROOF COMPONENT USAGE LIVET BAr ENO INTERIOR END PEAK INT•PEAK EAVL STRUT LOAD IFT'.l PUPLIN PURLIN PURLIN PURLIN STkUT ANGLE 40: 1 7-1 Z-7794 2-7794 ! Z-7793 ES-2673 A-2;47 % i% FOR 401111-1- wI ru Z5' 15A-I'S I I i� f I � v jf �rr,Ur ANLL= (T-,,,v LEAK.. DiA�H�M PL-1b,50(TYPj -7 I s I -- -- -- --- - - --- - cNL BA'Y' FE-A,4 PUI-LI►6 11-ITFUIOR Va&4r. PLjcL,-45\ FY- 100(1 , i I I �- k=IpGTE GAP Z Ft-1051 LTT'p) 111111-ORQ --\7- --- - --- � I � t'1akE FI�ASh1t►.�y I 1 t i i 1 I 1 SNLeA Y F=ue�lus IurE�uf< S� r--! i -URL�IW5 i r NG I MEVISIONS DATE DRWN CHKD. Stran•fhal CarparutaA — - `--- -. .-- kEi)4R15 y.a .. _ National Steelm. Sub ria Ilon of , -'—__—_-'- --- -.-'__. _._.__-.- _ - — � � _ —_ Nation 5•• Curpu 1' GENERAL OFFICES The other way to build - HOUSTON,TEXAS t�G T I /_ - --- SM_ LR GO kr,01= FK:�r1IH6 JI �(j�/ 1 i Iy f71 1A :DRAW Na, ANO AIL IM nRMA 11UN t9N __ - '- - S`- -- 1 /AINEO HEpE1N, NEMAL'• THE PNOv[NTr Of �R 4OL.Iva t,oap STRAN•STEEI CORPOIIAT10N ANOUP ITS SUB _- ,_ - ----1-_ c!iP---- SIMARM, ANO MAV N.11 eF Rf PAUOUrEO IN 1"'r•. A �.,/�I�I� t WHOLE OR IN PART WITHOUT THE WPITTEN AP ./V 1-K.l'�1 I 1� F JI 1Lr F•-I t 1 PAnVAL of STPANSTEFLCOPPORATION ('E PLAIN DATE �m - - /� DR--WN M K �m'h A.E.O.No. SHEET loo. EE ATIIRFS SHOWN HE A(ON ARC UP MAV OE __ _ CoVEREO SV Nnmr11 'P- MOPE U. S PA No 011 SCALE APPROVED APPIKtV® � - �)�_ I f-�/ TOREION l�)UNTfAPAPtS lIIfPEril AND tltHfP ./ L ! �./(� PCNOINO APPL I(.Atir.Nti V��fl ) (� ��:,�.�' ., Irv„RIt+L.*,ro .�.- ..__..,--,.... � ,.. .. ..� .... � ..•�.II.riAis.�wE►-+�"� e -+ 111111111111lllllllllllllll { ll { IlIIIIllllllllllllllllllllilllllllllillIlIillllllllll � llllllllllllllllll • NU NEW or NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN - - THIS NOTICE , IT IS DUE_ TO THE QUALITY OF THE ORIGINAL L 9 DRAWING, 11 I � 11�►i � I�11 ! 11 Illi Till III! Ilii Ili! 1111 Ilii III11111 Illi Lill fill illi illlillll ` , 1111 1111 lfll llfl 1111 1111 llil 1111 till 1111 illi till 1111 Ilii 1111 1111 llll.IIII Ilii 1111 ILII Illi 1111 l��1�1111��, r��ti! fli! ILII illi 1111 41111111 Ifi� 1111 1111 ILII ILII IIlI ILII ILII i Il 1111 li a I � ' low -.. .. .____ ...� _ ..._. f 1 I �!-F_NCMTH -TOTAL., FavNv.^Te�t�c ANCHORAAK _ �-----f-��' n = OUS TO ..UNGRESE__--- FKAKAWLS NAIL LE -r'2 'I= OUT -rG OU7 NW-110'!1_ �, L '• TAPERED COLL)NIH ANCHOeOLT T�T;a.Y �TEEI. _ 4O.G. Q A0 II rl _AS -"-PLAC9 5A06f ' a 11 I- - END BAERH Y INTMEDIATE E5AY �rrp SAY - - - �' w-1//00 ---� _�/ i 143 �4. RIPP90 1^4 OAA, Hw-9150 NI:_ E M E I GL "T• L U A C� I � CONOITIc'�"J JS�NQt CONDITION J51N I S - i .' •. 2 , � R+GIC Ft2 .4 P_ AT 1. _ -�-- -�- i , P1E�►t? .�Gc FRAME A.T ''• • 2O ENDWAL.L Et',L )WA L L - air ` • 1If I REINFCRGINGa RODS �-- STSE L LINE _ 5"_ - OWN TYPI'CAL FCG�MNS DETAIL *k4 RLa7c RD- i0143 A A G LOAD EAVE � !F_l I 1 20 30 sj O d U I • _ •fl .•- - -N p o •ic._ - N I REIN. 90D(--&rCHW?f) INTERMEO+ ATS FR4.'/1E RE,Avri o = ASC HOR WLT�U CHA -- ' � I d - CAST-IN-PLACE 131 - - 71 I HW-I IIOx 10`-0 TY45R) SECTION - N AA - - { I N of f v VL� DEAD LOAD 4. UVE L0,A® WIND LOAD Z W E L V � I N � Lo��Pss=) REA.c�'�ONS IN KIPS t;t,oav#� f.11 -e 9 - Q Op WU p0 D Q O Z O OF-AD LOAD LIVE LOA WIND LOkO O r•, - - I -- - - I - - - - - I I• $ ;`h. w o o 3 J H V v+ H V VI H� VL NR VR VI 0 I ---- - - ANCHOR BOLT 10 2.47 0.51 1.14- 143 Z4<- 5.53 6.95 's5/o ---�----�,-- - I - - - --- I , �`•,t ,a;' _ _ 3�a1 0.13 ?as 4-2 D 6 \ �r CAST-I N-PLAC'E 3*-Z' 12 2.47 0.3q 1.12 1.47 1.86 5.43 7.14 3•c-4 4.ob 0, i 2.6b 4.53 0 I I i 14 2.47 N h 0.531-11 1.491-585-309 7.22 3.88 4,19 1.2 2.47 4;5q 16 2.4-7 - o.27 I•Io 151 1.29 533 •3 4.12 4.331-80 2.23 m o C i E C T I �'_ 24 2.70 0.24 1 19 107 Lo7 5.29 7.41 4_82 472 2.60 1.75 4.`!8 9" l0 2.03 0.53 1,21 1.53 IS II 590 632 0.2� 72 7.14 L I 2.63 0.38 1.1 I,SI 291 .951210 5:<12 eo.70_ 1.43 437 7 14 2.63 p 3 I I•Ifo 1.62 ?55 1T?S2 •27 6 2.34 7.86 ul I(o 2.63 N N 0_2& 1,15 1.63 199 7812. 6. 4 7.14 3.12 365 29fo - g 8 I 793 4.34 294_ 7P8 20 ?.G3 a23 117 1.61 1.'17 8q 12,71 0 04 1 0 59 f 59 I.85 5.?z I3. 17BI 459 5.000 33 3.12 5.83 +� I QUi i I I I ( I I I2 3•o8 0.38 1.34 1.93 3_013 18 3 49 5•'2 1.3�I 3.36 r 1 I I 14 503 a 0.31 1.33 1•W5 3.03''"��I� �w fi4 541 �'�J I� k.A. � o I I J - 16 3.p N o,251.321.98 [4212.3b1,.325.►�1 5• 2•'fo ,,,0 ,lei ._ Q d 20 3.�°�° x.21 1.32�I�d �o1 Imo 1, X12 q'I7 x,17 I04. z P�A�1E 12 3.2 032 1 15 1 �5 3°12 +5� 3.5F'I 19 1.14 '- 5 I � - - l - -- --- --A - � R - -- -- G 1- -+► �l 811, IS IL 14 .29 0 �� o.Z'l .I,4, i.� 3•?41�4. 2.2` 3,8 7 I,.d}- ;.�►�I 5, y ,2 9 1 t 1 (v o 21 13 I zsg I �a 1 15 �F7 2.1,E 2.2 if t A- N 2 0 3.? 0.18 1,13 .�+ ^.I-Ir 3'73'?G:. 4. 13 2�1 S 174. All -� GENERAL NOTES SIOEwAI_L � _ �. FOR zo' BAYs 4( CA5T -I N- RL A CIS - + ' , M ULT I Pt_Y Z5 FT, BAY REACTIONS AY 0,80 ANCI-•I OF? BOLT SETTING. PLAN IZIt v 0 _ v Z- REACTIONS FOR VARIOUS LOAC C0MENIp4ATICNSj SUCH .- -_ -- -- r - - - - - -- _ N -1 AS OL + L L 0L + WL I OR DL + L1- +WL I MAY SM 1 V OBTAINED eY ADDING RR SUBTRAC71Nf� THE j - srEeb LINE40 - T I � -- 5OE L L L E E 4.1 W t: 5.. _�r__.____f 14� __ __ L- - APPROPRIATE VALUE 5. E. PL. A-TE 'TYPE D wvmoms DAty 5 OCT 12 1978 - �S� C�� GeNWAL I 1 I 1 111 - - _- Non of rAnewwA[A►1 nc�fCK 1�A1 Lt 4 CITY 4F TlGARD OAA A,N FEATURES OF Iry'THIS& STRUCTURE ApE --"- --- - - - - C 3 --�- - •[ COVERED w OAIL OR MORE Of TN[ L AOLLOMINO UNITED 77Aft, PATENTS ANO -- POAE10N COU NT[AI•AATf THEREOF AND OTHER ANCHOR LT TTI ws MAN E3A5E FOLATE T YRF_ 5A5E PLATE TYPE ( A&E PLATE TYPE © - ►LND1rOAMUCAnpN,, _ E.:,[.E cl�nl 1 - 10 -6 D vNN .q. MST Ai. E,1E7,1i1 sr 2-185 F-GO-M /v0,cJ t � I ��t; - 2T21 w+1d✓' •' _moi -'--•-.. •.. . _.�:�"�"i�r`-•• ._._,. _ �_,.�,,.«'� c� Z- ' IIIIIl11111111111111111111111111111111111illlllllllllll ( illlll ' Ililllllllllllllll � Iillllllllllllllll • ' Ijl ISI I � I ISI ISI ISI ISI Ill lel 111 I � III � I � I I ISI I � . �„„l„.� 1 � 1 for- NOTE : ISI III Iii II ! - IF THIS MICROFILMED 1 2 3 4 1I 10 11 1 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL fig* DRAWING. E Z 8Z LZ Z 4Z Z Z Z iZ Z 6i �' t I Lli ST t EI t T t C I 6 It3 L 9 Q i E Z t ,. >►� Illllllllillllilililllllllll illllllllllllillllll illllllllillllllllll Illllllllllllllllllllllllillllllil li11119 , lllll IIIIIIIIII�I aldlll11�111111111106, II�! IIII Il�illll illlllllilll�lilllllllllililllllllllllllllllllilllllllllllllillllllllllllllll ` OAF 99 0 • F .._. ,_ 1Fr<. ._., ,.>k.. .. ,e• r:e�twbr*r!1e1 .. � .•_ .._ ._ - .__ j - - . „ .. " _ .. - .. .. � ... w,^T.. - " , � /' _.._-.__....___ r ..__. � _ .- __. . ... r.. _.-__.-...-..__.... ..-.w. -.-_...__ . .. . _._- � .La .._.. _.. � .... _._... ...,......A.r ..«....s.r... .......ro• . ,,.... ....+....................r.... ....w•<•. +w..r.r.+ ... .rr•....r....... ,A „I.�.,.e.r _-... ._ N I _TC�7 'J * '[O U1 c:.0>Nc=RETF F0L_)"OATION ANCHORAGE _ J ANC?-1OFt BOLTS _ENCa i k T T,6o:. .. C"j TVc_U-.1 r_F.;V__--- - - - _.- _ # Yl\'FAKA&_E NAIL V,I' x I" END E'�AY INTERNE=.:UTA'T"E 8AY EP-4C) ti=,LA-Y I rU f - V � = ''-3" LGr. � -- I-<o Lex. N Nw- 11G99 24"�•C.-- HW-9150 f+W 9151 _ Hw-�ilSZ r % � F} � �►sE -- ,. a _- _ _E AVE HEIGHTS �W_ Il � r _ 11 r I 5 -- -- -- � L_o A D I O 1 2 1 4--r 1 G 2'-0 T 9-4 10 } ! I CONDITIpr� '_ISIN ----- -�+ IB KiA�ED 2x4 �► lei i� 1 2 B'' �4- .;)<" 3 �*$1 3 4M 3 41 CGTNLIT ON ��a1NC+lc R1GIt� cR'4Mir'_ AT BEARINCK FRAME, AT 1rM L�GAk.L� UJ w ----Ln - - ( „ Q� gii 7�1 7 §Z� ep Et4ov,.'AL L I Er�DWA1_ � , I -/,QT �Y STkAN /! Vy CC40 7 10 PEI IVFOf?GINCx r?ac)s ,ila0 I I \ NGNtI r-7e"1 r 4-1 LGr p � . J J Il_�,j RO-5734 FD A9 L9 - - -- - -- -- - _ - T 111 I p p SAVE HE I allTS +' Ir A i1 A i 8Q' � O `: fi V.1 A) IU LOAD 1 0 1 2 14 1 S2= 04 + I-- c� 12 Z -4* b # 5 # -5- _5S - . _ I T"(PICAL FORMIA/Cr GIE AL IL. ,� - zo -- - �_ .5 40-- -G - - -- - - - - - 30 # ro_ 1 I 11 1� 40 I I I I � -- CD 01 INTERMEDIATE FRAME REACTIONS ' SSIONS SIMMONS 1 _ !_ 12- _ 12 V - _ fn - - - - - - 1'1 - I U II L'7Ct+D Ll�O CR H L "I"o HR 1��_ LIV6 I�OAm - 4 9 9 0 100ap '-t- - - -- -t I Q I tom" I I ' �G (SEE CHAQ� ` I LOAO o ' \ PL AGE �L VR 1y Z I 0 ' EASE HW- '1 OG y$ W I �i \ x IU , Q �Typ,� } ? _0AD(P5F) REAC-TIONS IN KIPS �I,000 u I I I I a'4CHOR BOLT - - - Q p p p p 0 OI I (SEE CHART) � j Q Q j Q Z Q DEAD LOAD LIVE LOAD WINfJ LOAD F- =I S �, T I D�J 'A/ --- w w _j L VL HR UR I OJ � J 3J H / H �/ H U 10 2.5 1 . 8 8 1, 9 0, 9. 0 7.4 5.9 -3.7 5.0 0 QI d� 12 2.5 1. 4 -I. 9 7d 9.0 ro.9 G,3 -2,S 4.9 1.2 1.9 .5.9 9,0 6,Co 6.5 - 1-4- 4.8 O , I(o 2.5 1 ,0 1,9 4. 9 9.O (v.4- 6, 7 - . 5 4,6 -_ 20 2. e q 3,8 9.0 ro.5 T I .9 4. 1 c� 0 j i lir 2 4 1.9 2,9 9. 0 6.8 7. 7 2. 1 3. G 10 2.7 I 1.(o 2. 1 11,9 15.0 11.x_ 10-5 ¢,z 9,P- 4 .2 - - --. ----.- - --- ___ , 14 0,7 p ul 1. 3 2. 1 9.8 /.S,O 11 .0 10.8 -2.4 7.9 -N 2.7 N I N /. I 2,1 8,3 I5, 10.8 /1.l 2.7 1 8 2.1 6.2 /S.O 10.8 0,9 /, S rv.9- ell 24 2.7 . 7 2. 1 S,d X5.0 /1.5 12,8 3.4 . 0 �.• 'h'I I c 10 -- -- -- -- -. -- -- - CAST I N- PL ACE. 14 O J 3�„� 1, 3/ BASE I G 3.3 I� I /.4- 2,5 12,8 22• 8,7 8.9 "l G. ,a,ucHoe Bo�T - --- - --- --- - (v 20 3.'S /. / 2.5 9.7 22. 8.8 9.S /, / !S_.5 hw 9150 S E C T I Q N 3`3 7.5 22.5 -LZ /o, 2 2. 7 4^S z --- - - 12 - A LL 14 - �,- �--_ -. 1 - -�lc---- _ _ ---- ____--1 ♦ 0 16 3.4 I. Z Gam' 13, 7 2��•,C 7. G 7.1 7 4.9 '^� N 2n 3,4 2.0 l�•U �.0 7. C 7, G� •9 4a �+ 7 z �.0 �� .C 4 8. 2 .�. IDEwALL CzENERAL_ NOTES • SEIN-PLACE I. FOR 20' BAYS MULTIPLY 25 -T. BAY REACTIONS SY' 0.60 A N C H C) R 8 Ot 7 351 I 1- ! N C� PL AN A p, FOR I &' BAYS , MULTIPLY ZS G'L BAY REACTIONS DY O.(o4 � STEEL LINE 3. REACTIONS FOR VARIOUS LOAD rOMAIr4ATICJNSISVC H AS _ DLtLLTDLtWL ,OR DL+ LL+WL ,,k4AY BE MTAINEC MY ADD1Na _ - r!_ L L LINE OR SUSTRA.CTIHCk -rHE APPf?OPRIATE VALVES. --- STEEL LINE T p � T ^I t) NO. REVISIONS DATE DRWN CHXD. J i A,vowd--/3vcr�d�r � Af Jr- n- M + - CONCRETE LINE 7_ GcN�.tiac. _ �!� �M b_m� Z . •� -� G I' =TMIsOe,MAiIONAIOulOI1 TEXAS I Lij< I 1 1 4► WJUSTOK 12 12 j a W t- 1,:17 I ---- - -- f-f C c 5 M r.(5- M 8 F OR MAY [( COVERED[Y ONE OR MOR( OF THE - - TAPE..6tL L. FRAME <EE CWART) CERTAIN if ATUR(S OF THIS STRUCTURE ARE / �4 4� a (� 3 3 FOLLOW NO UNIT(O STATES PATENTS AND -- O 11111 t fO11(I'�N COUNT(RPAR TS THEREOF AND OTHER IL 41- 1-% - PENDING APPLICATIONS' ANCHOR BOLT 5 1 NCz PILAN B A ,5E PL A T E T Y L E �A i_ �•A 5 E P L AT S T Y P E e-' BASE PLA-r.E T Y F=E_ � -_ (��:� ;:�':::_� :.:T. DATE l l - 10 -ro A D WW -AA-v. Rfm M& - - SCALE SF'- NdN wc. T - 27 19 IvA M11A« --^Tr'! l!y"'.'.'. :." 9Ce11�!i , '` .: ', - 'r. '.. 'I • . " •` h wi'tTlfm ''!..t- ^"ClfEiflW: A1.-. yam..5'� ,..... ,r ,. ".`. ' '• .,, k w ,. y 'M{,. .� .war• * „Y. yk ,s I I I i I I I I ' I I I I II IIi 111 111 ll ► III III III II III III I I III III III III II.I III III I I � � I I I � I III II� III � I,� IIII III III 1111111 III III IIID I I , , NOTE : IF THIS M ICROF I LME D 51 DRAWING IS LESS CLEAR THAN THIS NOTICE . IT IS DUE TOTHE _ ___ - __ _ _ _ __-_ _ gyp. . .•. DRAWING. OF THE ORIGINAL � Z g Z L �; Z 4 Z Z Z Z I Z Z � 6 t S i Ll I91111119111111101 � I I ITI i_ 6 � L � Iilllllllllliilllllllillllllllilllllllllliillllllllllillllllllllllllllllllilllllililllllllllllllllll�l� I��II�nIIIIIIIIiIIIIIIIIIiIIIllilllllilllllllllllllllllllllllllllllllllllllillillllllllllilllllilllilllllll > •i^ I I (4)18-o`{O.2H•5 BOLT ASTM A'3?`-) MTF�MF.UTATE Ct is, (A' 4058F A,1) 'T`(PI-' (HIr1 2(oQ2)1.1{TH (�'1F l^JA'jliEK RAME LO -- 12 j�A7 L-IV[- LOAV't'i-P1 I _ (FT-) I� 20 c 4p _- - (4)t2c�X1"500! - _ SAVE STRUT I I6 2 2 4- - - - (HW- 650) • r; Q' - I a `, - O 31b --.}�'� 14ci16 1,Oil C>' q - (2)b4mK154"ASTM A 325 ( - -WING U111 r RAFTFQ 1 - 2b Z 4 7 ? UJtt° i eDLTS(N41-ru3) - - 25 J2 4 7 _ -- aj'_ (41.1"1" 2'� ri, _ eF= - _ �v ^, frV- 2 F W95A , C- ai l � e4�: (-I.F�NLY (� ((c) 121k*0- 1`2 LO►JC1 I -i BOLT5 ASTM r ` VETAIL_b A 825 (Hw-(e0i) I - I I _ MACH. FSOLT � - � WITH OIIE WASHER --� -- --glo , 4 - 10 PANE L �y�� i'�` I I - w I►J G U W I T UETAIL•A 1 oto"w 2 COLUMM A UWT _J I \� S• --- � ` �PuRLIQ GIRT UNE DETAIL • A PAFT FW (2)C.UPS A" 2511 r 1 r OF EbASItr Pel V'C-. WIWG UWT WAFTER l'Qk1UECTl0W (� ETAI E - 1\ AT W11.1C7 LIWIT ( 1)i-I1MM ' WING UNIT RAFTER r'OKJUECTIOU T t AT "LR-' '7O 4 HIDER BUILDtI.1C 5 15R.ACt AWQLE - - RAFTER u0, AVAILABLE FOf� '"LR" MODULAR 1-1-1(c LOAD -TYPE 'Z A 4 1 y I WITH 12"" KhE E AT COLLIMN ) �I l ( T:1'' 1��7 LOAL�TYPE 7 �-=��i -� i {4)�s • G 'Z2H.S. BOLTS ASTM I to t1 to Tt +I it 4.9'15 (HW-(001) WITH ONE (q)�?"�10 2'2 N,5 BOLT5 ASTM A 32S 9 o v d Q _� HIASHEP t (Hr-Uo1)WITH OtJE WASHER 9 SIS 9 4 I �IOr4- SI .l .9 9' INTERMEDIATE F-RAmE REA(:T10HS --- Q ! IO t 'i _..� e_ 1 ;- _ 1 v - _H-, ! l� -7: .?I %7 N.7 _ , - ;E. (4) A ��o-2 NS BOLTS = V W W' W WI WI ! �� 'i I N WIAI�tUU1T �- �4Y ---1 t �' A57M A-3'2'5 IHW- '2to42� I I I' LIVE l-OAO WItJD LOAD - - - RAFTER I TH Wti HER CSP N AR Z =I � ZI �. � �i � � - ._- wl a w�� N2 ( wl OW D ) w� w I u W I'LL; I W F,W �� D EAD LOAD I t" 1 ;> �� f 2 oc Z o~c < (11 P'-) /12511 �I , Wluc, Uu!T ` OCI t1 i Q a d Q Q 1 I '0 Q Il 1 tY 0, - 0. - �. -i , R,AF TF'R - ` I V2 ` ; J d `7Iv 1 t(Q}CLI p5 A-2511 ((jr)Z'� 0 12 9 w W wf W; w I U 9 a �. '^ �� vr MACH. BOLTS LOAD P50 P EA CT IQ Q S IW K I P� 1000 C) - -j q ; I O' o a o <la �, i dl Q-, 9 DETAIL • _ �o m 4 o O� to 1! N d 1z I (0 _ t (uw- r- - o i' v 4 a - di o . r- T > > = DEAG LDAD FIVE LOAD WIND LOAD c7 r cQl QI N 9' -0 r- ►- • . r �,, •• �il{.JI{ ULtIT c�At TES COAIIJEC,101� AT d '+� 9 00 w - -- 9 t -� -I - -, 9 p o �Is aim $ �n� s 1 DETAIL. - b co wi w ° 2 \/ _ $ �R 40 , 50' 60' E3U1(-UI11Ca5 >Q '- I- r r � i ; � t_� r r � � � � i II � _ � � � AI RAFTER �_ONIJECTI0IJ �T "S►"I -�3.J 1' Lai 111 N2 C2 N3 3 6 c� a r- v (_ p --, 1_, LV I r WIN�a IWIT T RAF E q - � -- � � • r Y 3,p 4 0. 10 Ito .�,, q2 1.4}9 i 3 2.1& 9 bUiLDiQ(2 `�TRAI(aHT rRAME OR. WIKICJ b - . _ -- _ -_- - _ I 3.0 9 - IfC 4.8 - 1. I9 1111-1 JWIT COLUMN _ - -- _._t___l _ T =-r..__ �..� _-_ >~ � _-- � � u��l- ---- _ � 12 3.O �, � O O• IV 4,0 _ .1_39 1.45 1,852.21 t 4V?OF COIJCRETE 14 310 - - O ,90 1!0 4,�°s_ I,102 I,�I 3 2,0 1.23 1(0 310JL-j O 0,9 _ I b ~.8 1,05 I,q 12.31 2.Z5 j E.H. u TO _ {8 o E.H. I I Il WE6 ALL LOADS ALL E. H!5, 8 '_ E.H., . 01- E.f�. !2- 0 L ��- 0 E,rl. 6 0 E.H. 414 GIRT LINE (OUT OF STEEL) I(5 3.O Ci lO,0 2Q (0 0 ?.54 3.� 2 34 2•ro3 RWPED '2 -4 AFID I -BPEAKAhtl NAIL - _- -- - ---- ---- - - Ilt 24-0 g�j Iq_ OLIT OF r�TEEL. FoRM13oARD(Q(,T tHw-110°19) AT 24'O,C 10 3.5 O I.O ?0 O 1.933.2a 2i 0- 3.��+ �� - Rv 9'TRAN TEE. -- I l,_ 12 3.15 0 l O ITO 20 6.0 2.31 3.24 3.0 3,69 Q - 14 3.5 C`► N O 1,0 20 6.O 2.1 3•'2234(03.12 ` m X _, , Cw - I m 5.5 O I,05 20 (0.0 3108 3, 16 3185 3.1 CROSS SECTION ! a le 3:5 o I o 20 �,o 4� 3. 1514,23 3.� o,� 54,0 0 1.20_ 3011.0 1,23 2_.�5 1.a5 2.110 Z _ o..o.1'--CAST- IM- PLACE -- 1-10 -_ - rr.,, ,, l --10 4.0 O 1.20 30 q10 I.g4 2,(02 2. I'S ZA3 .� BASE(11 W-I I I OQ) -(4 - 1 - - --� t t - =, - --- - 1110'-U L01JU 12 4,0 O 1,20 30 41.0 1.85 '2.(60 2.46 2.4'3 � � .- BA51C BLl�'G DIRT LI►•1E iGUT 4,F STEEL) - ,�, U O - - -- _ _ _. . _ ---_ 14 •�.O TY) �+ _0 -1-2�J vy 30 41,0 e,I_b 2.51 2.11 2AL- I - - MI oIATE _ ^ - T� PICAL FQRr111�1Ca DETAIL.L_ - Ib 6 0 O I.z0 30 4.0 2.41 '2,55 3. 3.00 IL uTER i I BACK OF BEARILIG 11844,0 O i cd 30 4.O _ 2.1 2 3• FkA.ME (TYP) --••+ Q TYPCAL AT ALL WALLS WHICH REQUIRE THE q p 0 _96 3Q q.(0 - 0,9b 2.12 1,4&2.52 Fp AME LUL. OR WgLI_ PAWEL RECESb. `> ALQJ'55 WY `3EC1 i0K1 WTERMEDIATE FRAME 2 - (IaT)I'OR COIJCRETE IIZEATMEIJT QF ACCESSORIES 10 4.0 O .96 40 4.40 1,23 2. 10 I,1 4'34 I WHE1J to-',CD AT EMD 3 - �I t�.ALI CT'T p� -- -'-- ► _ 12 4,0 p Q � .q b _40 a.� - i,48-L'----- -- --.---- 3 1,9 2.3110 o, O IQ 4.0 �" O q 40 4.i 1,'13 2.010 .Z2 2 so 411 3 i to 4,o D °I a �O 4.b 1,98 2.04 ?.4(01.40 _. �8 6 ,22 2,02 2•�0 2.42 � j I 112 121 �I I - _ c. P. BASE C �' SASE - (JENERAL NOTFS 1 FOR 20' f'>AY MLlt TIPLY 25FT BAY REACTIOWS E3Y O.Psc7 -----t , �-�tl'-3 LOW; I �� .,v `[� 2. FOR I(v� BAY' MULTIPLY 2`FT. OAY REACTtOH5 by O 104 N. Q I I AKICHOP BOLTS I •-- °p`1 I 'Op. -+- e�'o 3. REACTIU1.15 FOR V/1Fc'IOV LOAO COME31►Ji4T101�S SUCH h - 3 (HW 9IS�J� of I Q 1 ' {A �.0 I {� AS DLtLL t-12 W1 OR UL*�6.L+ L1L,MAY ©E 0bTAI►JEO t7 ,fti z I Q�. ` I -�4� I S l OIJ�� 3q°�r I. 3 LOW0 5Y ADDII16 OR �t_iEj':RACTILIG 111E p,PPwr)PQIATE VALUES. N - w I I CHOW T5 A►JCHpRjL� ��I (H SQL 140 1 4 �`�\ (NW- '1!'�O �� HW -01150 I ��• N� NO. - -W101SIC" DATE tTRWW.11". �J Matirr•iI SI@el -0 Aix, uEN E.s- I.El-4 K--jk bnlf I' Pir du 'a Company I�ql 1111' 1 1 TYPICAL �ECTION THRO _JIDEI• tLk-L _1',,'PICAL SECTION �H_F)U ENpWAII_ _ --_----_ _.- - - - - National DE WAIL --- - - --' Nahonel Steel Corporation Er.D DAY INTFRMEDIATE BAY EtJQ MY ._- . -- -- ( � - - - -- - --- -- v_ . _- - IIo I I�A•r LErJUTH TOTAL 2' OUT TO OUT OG STEEL. 112 L - _ _ ..____ l'!.1•A�h FlA T.1.1[[ OF Trl{ {811 V,:T V11[ A111 - l C ♦ -- \ .-_ _ ___ OSS CL T IOIJ AIJU Au NOR LT w MAY •R C'OVf 11[0•T ONE Ow MORE 01 TN[ �._v_ Lt, ` SERIF BUI � S' j 3AY l-E►JGTN TOTALt OUT TO OUT !iC CONCT.'ETE - _- :DLL OWING T 411 {TATt{ •AFtNTt ANn ) - 1011[100,'Ol1NICAY1A11T{ TN[At 0/ AND T)TN(. - •[00�N0 A/�IICATiQN{ DATE wN V 3' J �.._ l.. ANCHOR BOLT SETTING PLAN �oE1E ,,, 3� � DoT 180 {,uf.[T[ {.{u.ut SCAll 1 r 1P A7 s,��(�Ty cuWEIL . Aw wilip 3 Am ' 888 ; 1I ' l � � I � IIIII � iIi Ili ' l � illJillill 11 ' 11ii i1Iiliirl �il� lili ilili � i ilt � ei I 110 li � . . NOTE • IF THIS MICROFILMED -' DRAW I NG IS LESS CLEAR THANTHI HESQUALITY tOFTTHE ORIGINAL IS DUE TO 9 DRAWING. E Z 8Z LZ Z SZ Z Z I 1 11�I Illi 1111 1181 I � + Illilf'lilllllll IIIIIIIIIIIII{Ilillllllllllllllillllllllllllllllllllllillllll11111111111111111111 ,� Illllll< <111111111111111111111i11111111111f11111111111111fllfiilllil 1111111ilillil!llllilillflifilll!l1., ��tllllll 111111111111lIIl11tI I 990 1 . 26 +%lIZ~ �'.. .0 -1'- I ' .n•r::. s. _-. -- ... _. ...... ..• ._.---' .__ .(.►........1fA1rrJ{� _. r 3+L". _ ji �� ....-w • ... ' +' +moi a♦. ... .- .. .. ..._. �-' 4. •Y �,.r . '4• .��r � , AF" .y a�•. �.. ..?.• �{ � -.r• r t .. - .. - � ,- .. _ ' :,;�•,. "�9 -''••i•�> '>w �. t.tom; T.n:^ R •p � r� � •ci.. ,r-« ,,r.�..�: _ �,� R +7 '• «ufa •:""..F .xak r r 1 � o� ... �r,-r I' ►.(+,�N� �`'+�jk }r • 1 y�+•iR' .r•�'�'� N� �� t � 29trzE Mat lk 2c=I 12A _ T4y- L 491— r t S - F►rc'E f�A�-1 r Ldt , L2 - - ALL SPACPS MUST BE ENDORSED PRIOR R TO7S3'.a?d7CE . UILDT PLANNING DIulPI . PERMIT PUBLIC V1C,?;I.S I)EP'1'. By BUILDING D.-PT. �'�Y------- -� a�e - TUALATIN I:;;F.• L D _ .�` f I ''� - FIFE DEP. 'i a U:' .r..vA1►i7 TV.___.' ' . __._. �.. .// •r ,!: � I " � I `�' 'I 11..JaJ L.rJ S 17 Y��,•'�..w •a DATE, rTI , I'A AID � / I�►R.••"^..I F�1}r' ✓�I I i - f J' � �� \_ •1 '.�� v /�/�/�� T�. �4��.�r�r � ;< � I �r'U�.�' t-�.�L '- f � � '. d� d s..,.�,::.r�1 � r'� � �i�• '" ------ 1•�-•.... mow ts !' •i. AI � i � 7 «-''' ` � � ;,/,1� � •r.�7 .^� ,o,s• "' r., P�`' ��'y�, ',i,ti-'r �i,, �•'' ,.,,.. " � --_ _ _ :.,....,,.�,.._. ---- -•--. _ r- - .. ,. i� f�'�-�t�•� 1- `.I�� G1...• {�` ♦,��..�•� �{�> ?. w . _ f , lEr' M-5�( \ _ *-"�,�"" �,t r �,c::, ► i Ste= t y�/ 1 [��^I1 ,' �,l G"� -.,�'•��- '�.'.�"..�_ __ - _—- �rr l L�G'_Tl^ ""A a few �1 s d rlr<f- HIT ! ... L APPROVED FOP. cON�S rRUC7rOhi F CITY OF TIGARD PERMIT NO.?_• 77 SITE ADDR BY ES �- iii Ct•1VED " o , R 1 u d c-�►.. 0/7 O�1 - ---- I?_:mow Mei Wlr*W M%4W ONWVi iY 4•f TtCARtr ' I el UH vEr- Z7e,)H 1144 _Ifift / 6 AL .j-_ 13 C. (p CUR J r' /�r KALI, 11 ;'�}�•_ f APPROrf.O M OATS, (w1 , I 11 11kU IL • m, 1 f"tC1� lQ ,r�.T�,' Ji.. i�3�" �`y ill , aa►w+�wo«u .x ' �•^,NTtp cN Ne rents/ry.tAArItrNTjo 4 �t -t .-.wa�l�w�i w.r.. � ._-,r_._-- --•_-.._.._� -...,,,,_,.�v.._. .�..M."... y.b,.r -_"'.�' _. _ ... _... .. , . 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"_- , .�- - L .� _Y_ J _.rn.\ �y •mfr .w/-w '�... �/✓ �� I 1111 111111 +( � III III + + III III III •f I III ! II III III III III 111 111 111 111+111 I � 111 i11 111 I � 111 III 111 � + I � � I ! II ' I 1111 ' 111 II,IY 1111 IIIIIIIIIII III Ill (lilt I } `r`' � If I 11 I � � I { I � 4 I � 5 i � � �.. ' . �.�► , � � ' � � + _ 1� I I 111--'1� dp NOTE: IF THIS MICROFILMED I I - -_ _ _ _ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY THE ORIGINAL 8Z 13Z 'L 7, Z 4Z Z Z Z 1Z 0Z 81 T9 [1RAWINCa. � II II 1110 �I I l ►1►►�IIII IIII�IIII�IIII�IIIII111�11111111�11111111�11111111►�►►1111►r►11 ��, I1111(II111111 IIIII11114111�111I IIIIIIIII 141111111 IIIIIIIII IIIIIIiII 111111,II 111111111111111111111111111111111111 ,��U I11111I111111111I14111111N Ial nl 1111111.111 111111 Jw' U N E 26 1990 - - - - - - .._,._ _ - -- --- - - - - -- - — ------- --- --•�--. ._ _ .fes` '-' �A;►'rH I I 1174, ..l?ac:. 6ELO"t I'l 14, L r -..... ' Ell.�L �,N FTom ' f 1? E1_. t d4- �► -- _. i - t.lZ. 145 � . OPP . L, - 1 0 oe �.i L ;r� .. -,_._ .-_. - _- .-..__—�h- �'+�a-.�-•w�. _- - r K a� t ` _ r IC ? ✓r:iz I-�jQJ i w�'M( e: % �,.. :-1�F1,_t_. Y-=e-.- _�� - _._..____ - FIN '` �.^ C►. �' •� �!F I�-v_-�'- F��,�•--k-F'I:-+.. .�==--- • '7. 7 — -- !0 V Lam.- 8 , A�4 E-- L LZt14 X �ZIS y.��l..-� r►j..J:.:t , , { l:;l ✓u�.0 &)IAa T_ 4-Aw 1. �ci 1 px•e.: +are a:e:sumeC ?aior�, :_:;'` L.L. and L, 2. Eleva'io:1 t3::own vn aQ ►gra daxielUM alru vtloa to boetom of : orotil a♦ �'outld, s '49 st on firs CQ;"Vactad exanal.Ar tL lAter if Otl1e�' t��tSar,� aro rcuw .. 4* ;oatraator verity anal elaecic all dUenosone. r 4. Less;u I,)41a: 25 psX L.iw , nit'4+ ,qur 197- ;.�;« Table '3-:', .;eSsr/id per 1976 i:.b. C.,..one itia aicati at2on Erna:i ne made - elov arty footla�: closer thaw a +` k�l one to oae slope .o tte :o�tow of W841 ! 6. Nuurs Tafere.ace Is made to iJTA1 , A1$C, A`11 or, ot4ar st w"Aard t sad cI *cificaetlons, the latest revision C.I. adoption 1 . Snteadod I �.- knl.ega s�oolPicl�l3y c e81at1a��.aQ' 4�hPr�1 sa. , 1. las ACI Standard ,yeciti'1F4LionA for structural concrete :or bul d'1At-'r st4all ba followed. wolntroetor shall obtala 1 a cop; of this standard fai r*ad,f rpferer:ae *a the lob. 2. ,acne concreLe to at f , ' a 25i)0 'Pair. at -:d d,vA 1500 pdi for mix deei�n teat ryir1' ers, 1♦ 111 ralnforcin :;teei to tae A3TR A4t; Oji: ;v ,.st 11*14 point* Z. Set aain : jinf.'orcinaLeal 2" from'- tormu :4r' durfuaes *xposed to wasttle,z �,)Qzlndu , 3" for and aLhOr conorato p*4r*4- sg,Apst• 3* f'r�wi,ae '-u" x �'�0" costar curt' let al'. narjtaxittl. St*61, at ak11 corae'ra and interse,;ttons# ' 4. p1.Sceu Ghali vo lappet "3L :'lantjat%r- o' ", 141* stbnlw4k 1=16,0 u e',.a1 led o L ire rh+18 e, ' ' t a. contractor to JtLalu o set of tUt latest iA ahar Grill-: %t%lag f,LLns from 4trar. 4tee1 vi ify ail auctur holt locations prior to p1Ahc1L,,. conoriotwe�, 1. aul to 146 t 3t r;ia t ee A. aui l.d),n,, ?. L4IslGa :loafs: 25 psf L.C.. i.'itad per 01',_ U,zgw• fable 23-1 and ,lel smic per. !T(b 7sii,04 zone 2& RECEIVED N 0 V G 1978 CITY OF TIGARD 4S,7 t7 Y -\T /.:�T-4 L cct t' SCALE: APPROVED,Orr DRAWN SY `T 1 1 DATE: REVISED, FFI MIIINTfb QN NO too*"CL[A./RIN7 { ►�L, /A� r LL� l,/tr h (-� 1, .J ORAWI MM w r — ,woo,{ .. w._r..� • - ....w.yy^s`^ .+...ter.,,,.',�' ..'.►" F�s�. ".�•"n�.i' ti� ^:".' ,'eX ."'' . i, , a. . i ,� ... .1 . �i'+flggj rV 1 iyy "4. ' t� t't� t i �ili � i 1 � 1I � I � 1I1I � 1 t� ill � i 1� 1ir 1 �+� 1 tl1 tit 1I1 1I � I�IIi � � 1I1 1I1 1I1 i � 1 1 1 1 � 1 iii 1I1r1 1 � I1 1I1 � 1I1 � � i 1 i i i � 1 �� i � � , �. , i � 1li �� i IL LESS THAN � 1 1 �1 1i � 1� 1I1t� 11 1 tl1 1I1 1I1It � . I ��► I 11 !L NOTE: IF THIS MICROFILMED 10 1�. I DRAWING IS LES .L�---- J THIS NOTICE. IT IS DUE TO DRAWING. 8l'.I_ �►I_r�II8I�IIIiIfllllllll�lll9,�ilii4 liE l_ Zlllii_i,i. tTHE QUALITY OF THE ORIG'NAL III11 ll1111 8i IIZZ il � , i UNE26 1990 Al 1 . .,. f •a I 4 I R At �� y 1p S N B w � 1+�✓�7. t Z T _ = { C I r 2 7 VI i �N}TA Rr�p d 7ggo r1RC- Ny0r-4,ry' no— //0 ow �rArt 0- : lI v Se bS Ads i 21%4 f { ? �tS� :r a�T A►-�- �f 7 Le �tAkr, �t14CK v RWf.. -- APPROVED ' OR CONSTRUCTION CITY OF 111GARD PFF"'IT .4_O�Q 61 BY ---- SI"iE a011CSS�I��' �« L VAI Joe W166 -DAT 1.qr Ir:iaotio, 1 �t Repoir 5 r eC e tj ..1 P.O. Box 4309 �a i uBib N.E. 117th Ave ' Vanc94v*rr WA. 98662 } 206-" I, I Mw soft pr .w i( 1 4 4u! f z'• - ,t . �ili •Ill .11l III � III ill Ill I I Ill Ill ili 'I � . Ill ill Ill Illllll L I ( 1 I I I l I_ I I 1 � J_i III 1111 III I III IIIIv_I(I_I_I I' -I -I-_1 , lb I I 1111111 lIl I liI I IJ!1ii Zi NOTE: IF THIS MICROFILMED 4 5 __ 9iDRAMING ISLESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL -- --�-�-- �� T ---1---- _ _--- DRAWING. 8 Z Z L Z SZ 4Z Z t�Z Z tZ Z 6t T L I i T > £T T I i L 8 t� JLl lillilliu llll � � i�lllilliilliliiiilililililillilllillllillilill�riii JUNE 26 21990 Y4 5 1.. I TIM - ` II 1 T t III i i ' � � I � � N G S��;�•r;E I /`1,� �M.►.� yeti� or A�P�CA'tt e� , 'Z Q' ('1 ! ( 1 I -� �. I ►v�b>T jZE h o-r"t WE RIP � ! 1 lZ f 1 `f T iI I 4 i I ;�� i I � r , � i '1 1� rte• ' _ 4 - .�: 14 x ol tj ii 4 11 I��4 �►1ME� jLo 3�� %IL ORFj�js 1 Axe,_ qopi __...../U A TIO N 9 c. 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ONLY ANGLE / _ ---#AKE ANQLE -PEAK PURLINS---I -�'-� -RAKE ANGLE �� _�-------�--- BEARMIIKs FRAME ATTACH W11H l2) A 14 SELF TAPPING BREWS RAFTER fit"xl•B>R;c.No� .� RAKE ANGLE SPLICE �� ;�, ----•�' SECTION CENTER BOATS1W�) , I - CE FOR efs10 T ( S 26 0) AT PURLIN �� I 5 .v CORNER COIIIMN 7'C \\ (s) 1 14 BOLTS T �`- --- (HW-'2;40) AT 58 114■ OF BUILDING �FRAME RAFTER BEARING FRAME RAFT`R\ d FC BOLTS (HW-2J640) STRUT GL;P I Q� LOCATED AT ENDWALL COLS ��i SECTION THRU BEARING FRAME RAFTER �- AT CENTER SPLICE WITHOUT COLUMN VIEW"' A - P!IRLIN�_-.------_ - � � % SPLICE t t PL- 17052 ) -----�^ EAYE !STRUT AT COMER GOLUMN _ , -/ WITH (6 )�e" X114" �- v BOLTS ( HW-2640) PURLIN WEB STIFFENED " (A- 9676) AT BEARING 8 7" G COL OR EXTN. - FRAME WHEN REQD ATTACH i ® E 9� WITH (2)1V X 114"BOLTS MAY BE TURNED EITHER M— �,�:;� (HW` 8>tl ) fpi� WAY AT BLDG. CENTER - - (9)6 X 114 BOLTS CENTER SPLICE STRUT GLtCLIP 't. •:� � @ ( HW-2640 ) TYPICAL SEE ENDWALL FRAMING ER _- • - I` r- �opF� ALL RAFTER LAPS RAKE AN-A-E �– ---RAKE ANGLE • i—_– -- --- - - - BEARING jr-1 r FRAME RAFTER - I -CORNLR COL. ( 2) Cli"S A 1'S'SXr BLDG. WITH CENTER LAP 7" C COL.ONLY TYPICAL ALL AXILS .� 5 -0 1 WITHOUT EXTN. t AC14 ) 8•X 114 " BOLTS EPT CORItER COLUMN a SPLICE 58'! 114 B0 LT'S (HTB-t 6 40) l 3 1 8 X 14 BOLTS I � �'--- --- --------�---( 5 COLS. - - ( H W-2W)----- (HW -2640 ) ,Iws I �� PURLIN - BEARING FRAME RAFTER --- COLUMI! EXTENSION I ENDWALL GIRT �� - B F RAFTER STRIJ f ANGLE BLDG. WITH CENTER SHACE C SECTION CENTER SPLICE --- - ( 2 ) BASE CLIPS- I'k I G TYPICAL Al /'SLOTS 51DEMWLL ARE �, "C"COLS / PROVIDED N THE GIRT , COL. OR EXTN. " 1 34't 134 e101.Ts (HW-563) 0 -TYPICAL GIRT _ I'' TO ACCOMMODATE ( ) _-- 0 AT EACH EXTENSION i CORNER DETAIL RAFTER SLOPE L% ---- - N -- JPHILL HOLES ARE TO REMAIN OPEN AND ARE 10 C COLUMN - -�, NOT USED. IMPORTANT SECTION THRU • ARI FRAM RAFTER BASE (HW PLACEST -IN 100) \ I w LOCATE COL. OR EXTENSION GENERAL NOTES BE NG E 7°C COL.' � �- IN DOWN HILL SET OF HOLES I. } „j OR EXTN. WITH COLUMN WEB DIRECTED ALL BOLTS LARGER THAN 2 AkE ASTM A- 325 AT ICS �C" COLUN�1 WITH EXTENSION WEB --- } _ TOWARD BUILDING CENTER. HIGH STRENGTH AND ARE TO BE TIGHTENED BY l 7• G COLUMN MITH OR wRHOUT EXT W. SIMILAR) - THE h TURN OF THE NUT" METHOD. IN SOME CASES A-325 WASHERS ARE USED AS SPACERS. COLUMN TO RAFTER CONNECTION 2. ALL BOLTS SHOWN EXCEPT AS NOTED ARE 12 4 X 114 (HW- 821 ) ASTM A-307 MILD STEEL. 312" 312' 31DEMNILL GIRT CUP (A-105Y3)- ASRV51 7r "CN GOL A ,FAS170 E.S1 - B CE C IPOWITHO �1U" "coo CoL R11;(A-17037) (p) s8"�X 114�BOLTS 1 r�'� T.-CORNER GOLUTAN (HN- 2640) _-_� 1 �I � "fP ON71AA. ANC A,O Rry O N I LAIN TM 10 I�MAIh •AME A,,OyEp1r [){ NATIONAI ST{ ___�_ _._.._..._--_ 1 Mb011C TS i.lMP"" ANC OF'Tt SU.SIdAl11FS A' _ .._.._ 1��M-+ IMr NOl IE�O4 A AI WNOI( Op Ih M -s /^• � NIT►/Oyt TME Yw.�TrEN 1PV.bV►l O{NATIONAI STT 10M.CTS UIEMANv (:E"+A�N cf,ow Shwa I BOLTS ' ( twSTALL 34N WASHERS N - GIRT CLIPS `��/ t'Z- MEWjft AN NMI 0 COVE1Eo r d{E p"'�' ��' { .t �.I . IJ S ►ATE{1TS ANU AOMIQN GOIINTEMA"•S T"Ert ENdMNLL 3 a # HW` 1363 >E" 0.D in }� I - _-- --*' A- 10'SIS ) �% r ^� ANooTMEp+ENa«..r►ucATiaw — - 1 t� . r UNDER 34" ANCHOR ' -- I ZI O �` U �' BOLT NITS _� MD ILO REV11110NE OAT[ DIN CURD. •• - FRAMING ISOMETRIC HEAD BOLTS n _ - _,_-- 1 I.- - — -- — FOR "SM" BUILDINGS 6f - -- � -- K� __ a - -- � ---- - --- - - --- BEARING FRAME AT ENDWALL _0 f_ e` (A-17056) =t�— — COLUMN SPACING - - J —----- ----- ----- -—- - - Nab SECTION AT CORNER COLUMN SECTION AT 7" OR 10" "C" - Products Steel �/J]Products Company SECTION AT_7" OR 10" C ENDWALL COL. i' 7 National Steel Corpora+lor• COLUMN BASE EXCEPT AT CORNFR COLUMN DATE DCALt DRA11" MICS[D A' M[1 A1PRglt� t0 MI[ TN11@IiE1�;, ✓ ^yam, ? iee ? r,I •,w. q` w' r.rr•. �,_, +,.w, r qr-r• , � A � �� ':.�` ��,,:bt•',f'• ,duh'-. . V .. ^"- '" `_ � �'^�1C�.i,'�, 'T^�A ,'.t�;�y "�xr{ ..I ��1� I.,I� 'T!'.i. q 't '4• 1 ,J •h v if Y'LYr t t .. . 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M.www�i...:�.,e... -,,,.A. _... / �.....v...�... �� _. .r.. _.-_�--,..,_..S\.1 � .. ... ___....�..�...-._..�..—.. _.__._....__ _ -. .—_ -_ _ ' .....-...,�,�.�� ._. ..,�. .,..,.►._ 1 1tt �� • IMt EB.I� FOR t"IA-40N1 FOR So [.B.Dar OAF TEN LL � w V is 1' !!. Na BOLTS 1 HID-BSD ti '6 _ RINUR W [AY[ STRUT rO 01 CLIP It)BOLT! [A. ALL WILTS 1S1SAllS EA. A (-y A- 4058) two or LAP IO It•t 11�• O LAP I= SSE DBMS RD71dI - 0 O I t' FURLKHS — ( Mi-Btl ) � 10� PURL" FroR IrAv[ "BERT uc[ BBL" IRTOMML Da. ��rRe FRAME UTtn. RAFTER— Lon Eno "me ' tiAtB[ or Pu. MIRAGE GRAM AER PEAK PURLM FOR RAFTER ATI w_ / / � OR one VIEW - A !I 11[IR. SELECT TN[ r 84019 OF am"W m ELY[ STRUT AT 599ATE NOFMM RAFTER APATE NaGROSS WC, FOR NTt OP LDGA THE MULTI- lItMOM ERB -- MON SECTM �THRU LAVE STRUT AT RAFTER N'DR PURIM ATTADnLiR SECTION THRU RAFTER AT PMN LAP 0 0 rUnLI FOR RAFTER�RKt: \ S A Lim LAP 0 0 S' ! NOT y CLIP(A-IOC!! t 0 L-RIDGE OIAPMUBY ROD DOUBLE OUT EACH END _ •,,, SEE ROOF FRAMRMB PLAN FOR LOCATION COLLINS! SEE OSfaS SECTION FOR WHEN ,WWECTICA 7 ,'L CLIP (A-3r53) o O B' C GIT Ot FLAMM BARGES �+ \ PRoF' FOR ONE PIECE RAFTERS THE PLO `�, - BRACES SILL BE LOCATED ON ONE INTERIOR FRAME SIDE FOR THE COMPLETE BLDG SPAN �� J UI I'W LCr.� FOR TWO PIECE RAFTERS THE FLG. �- '� 7.:.) S1 EWALL GIRT CONNECTION tov SIDEBRACF ARL HAL LOCATED OK ONE _ .�`78 f� fOR !' 011 'C• TTPE GSEi SIDE NA HALF THE BLDG. SIDFIkM AND THE O ALTERNATE 70 THE AN. TIDE FOR THE OTHER 11►Lf 911N. 1 IN oRcccrt • EAYt STRUT ✓ C C h 1 , .1 FUItaR L PU RLIN LAR RFS SIMENMLL OIRTS ' 1'-0 "-0 M'ROOF SYSTEM 2` 0 I'-0 i ROOF ST7IIM GETERAL NOTES 11•r 10'ROSYSTEM 2'Y 1''] 10'ROOF "STEM IR 1 t"�'AAE ASTM A- 325 =TALL LARK OUTSIDE DU. OF - HIGH STRENG:M AND ATO BE TIONTEPRD BT =3 OU UNDER ALL ANOIpI 1 irrr .y L ALL BOLTS LARGER THAN THE 'TURN OF THE NUT-METHOD. N SOME CASES SER •1I[ BELOW BAIT HUTS. IDE NWASHERSA-325 WASHERS ARE USED AS SMBDERS. F ij t. ALL BOLTS SHOWN E7(CETT AS NIOTED ARE A. B. HER OUTSIDE CIA. 1 4 I .L t' % 14• (MW- 021 ) ASTM A-S07 MILD STEEL. SZE MARK NO. OF WASHER 3400 Imr_pQ t . IMT[NBHN YT _ INTERIOR- ■AT _ _. ENO v TB.` MOV-CRI t 14 0 CAST IN-PLACE ALL INTEREIR FRAME! MAI INTE111p11 FRAME ti 1 •A MSi7EB t 4•` MSE ( NS- I Ileo) EECER, 'Ll AM to wINMrN Nrn p FRALr10 ISOMETRIC PURLIN LAP ARRANGEMENT FOR 'SM' BUILORCS --- INTERIOR INTERM. FRAME •A �.. M �nO Y.gIA � rMEer mrn+w m rr�,1� w .Z i,,C' MR,' 1P r r'4r• fteducb CamprnT 011e•R RNr1OM.O.`�ori R� $un,lr)la•y al NMaFr �� rM �`+ R^ • Nelimal Seel(,or uraliM .•i.N aM.OR11M�O iiRr __ _ _ P . roewr.'.MrMwwa RATE NtAL uR.EMBB..,, ' ""�Lw Aa NNT. iBIF 1D 2T2 n!kINR '•a'GIIriYMitik1M.` iEBMrrawiMIRMGM � I .. r « ' ,. IRA�. ..,,;�•J' 1. .,y3 ::ro•4 S..n*. '.av�yrm• iT[l iii iii iii iiiiiiii i ii i iiiiii ia� ijit�.ljii� I T`NOTE : IF THIS MICROFILMED 1 4 1 1 I I I I 1 11 DRAWING IS LESS CLEAR THAN ---- THIS NOTICE, IT IS DUE TO THE QUALITY CF THE ORIGINAL16 x I��O�� S��►�6��8► Z��I��9� Z��I��L��h4Z ZDRAWING. 1111 111111 Z �Z TZ OZ 6I llfh WIT T T 41£1 IIflill 1i1111111I1111111111T RuL�►�I►►i► ��►I�� ►��►I�� I�� ►►�I�� 1►►�� ►r�� 26 JUNE 1990 , A Y PURLIN- • NTE I" CLIP ( PL-1101100 1 RAKE ANGLE ahms f/lBAAL �A I'- I RUM FIELD WORK LOWER F1!'l.0 WORK LOWER too a SUM qA EAVE STRUT END OF FLANGE ENO OF FLAMK ISM 0" 10' F0 COL. SOLM RAFTER----- - -- LOCATE ALL GRACE ASSHOWM eRACE TO BOTTOM —EAVE STRUT SLIP FLS. BRACES ON AND FIELD DRILL RAFTER FLANK RAR[ STRUT �S L. <IKTM (- I� ( A- 40M t 00- ENO SAY SIDE RAFTE1 WEB AK< C'I•I� LOKE �• 1 i - It k I SPEC. HD. FOR 'to SOLT e0l?0 � 4 I BOLTS t H'R>a'e50 1 �� r*E0 Fg."" aRACR ATTAG!"! M l�•>MBI71t)[T'O,OR Tod tom, r- -RAKE ANGLE ATTACH (s1�.�� INTERN. RAFTER FLANGE BRACE 1 4 apl]"! 14-ieMI c WITH (t) *14 SELF SOM[ RAFTERS WILL REQUHN FIELD WORK FOR - PEN( PURLIMS TAPPING SGKVS ATTACHMENT OF LOWER END OF FLANK BRACE ��I[C �Ni�t_E SPIJ(� 17 `--INTERN. FRAME RAFTER TO RAFTER AT PURLIN ffmmm - C VIEW - A OOL,UMI TO R EAVE STRUT A BUILDIN4 CORNER -PURLINS INTERMEDIATE FRAM EAN! iTRUT AT ENDSALL GIRT EXT". 1:� X 114 BOLT$ ICN-17de3) IIIA� ) FIELD OI ILL INSTALL AS ~--• 4AK,•E SOT - PURUNMP!TN r USE STRUT CLIP(A-170") ' !D (!)V X 114 COLT! A. HE RAKE ANGLa. ( \\ FOR RAKE ANGLE SPLICE �� ODUT�Ite, INS 90I FVI.D • r- (A-9476 ATTACHMENT FOR DRILL PURLIN WEG STIFFENER SM 60 ENDIKLL-!EE CLIP PL- IO5091 AT INTERN. FRAME WHENSRwL ORDER REVD. ATTACH WITH It) !- � �-.COLUMN E XTN • X IIa BOLTS(HW 431)" SAGS[ GIRT011 7' C COLUMN (3) %•X 14 6OLT'% -01! BOL" /'- (HW-2640) TYPICAL GABLE GIRT TO EAVE STRUT FULD DOLL —INTERN. RAFTER �•�� - IU CLIP (PL-10549) NOTE IMPORTANT RAFTlw �I[O� - _I �� SPECIAL ORDER i ALL T"C , i0•C ENOWALL COLS. • -- RAKE ANGLE FIELD DRILL RAFTER A EXTENSIONS EXCEPT AT SLOG. y+r`X 134* BOLT'S v WEB FOR (3) X114 CENTER MUST K ERECTED AS (NW 5343 ) BOLTS (HW-t 40) SHOWN WITH COL. WED DIRECTED I I TOWARD BLDG. CENTER. >>Hlt>1w1 A�L ENOWA L L COLS. NAY SE r 're COL. 7C WITH OR WITHOUT EXTN. � 41�H• ;p• C COL. SIMILAR TYPICAL OWI (XSMHEA DETAIL OR 10"C WITH EXTN. NM MO FIELD NOTCH WSIDE SPECIAL ORDER GIRT EXTN. ( CH-17083) COL FLANK AS ---- CUP ( A- 10549) SHOWN KW-EP NOTCH CLIP (A- 17057) '� r 3" �' AS MALL AS POSSI.E ! (U CLIP'S (A- 10615) COLUMN AT BLDG. CENTER - st TYPICAL ALL C COLS - FIELD FABRIGAT[ TWO . 0 ) I REINFORCING ANGLES -•A = 34 FROM t Xt X 14 GA ANGLE - /` (t) BASE CLIPSNOTCH f / SPECIAL ORDER A-OW TYPICAL ALL j X 11=4 L4•AS REQUIRED C COLS. GENERAL NOTES ARE LOCATED ( • FtEL�e, ��ORILL COL .WEB _ 1. ALL BOLTS LARGER THAN t ARE ASTM A- 325 FOR ' KOH STRENGTH A40 AR[ pt TO B[ TIONTD BY ANK•!ES MGOTH RIDES. % SAS[ CLIPS ATTACH COL. TO THE •TURN OF THE• NUT"METHOD. N SE SOME CAS ON t ( A-17055 ) BASE T W" A-K5 WASHERS ARE USECE D AS SMR$. I. 5is t BOLT'S ! ALL DOLTS SHISH EXCEPT AS NOTED AIR INSTALL'LARGE O.D. - J '4ST- IN - PLACE OAK I ( '200 X 14 ( HW-9!1 ) ASTM A-307 MILS STEEL. SECTI01_II THRI� I[�_TNONIUSH ERMEDIATE RAFTER WERS UNDER (""-1e0°) I -INSTALL � INTERN. COL. ANCHOR - • WASHE. t pp AT ENDWAL L COLUMN BOLT NUTS.ISEE M) (HW-1363 t 200.0. �� 0 ® UNDER 340ANGHOR \�� N BOLT NUTS _ on E.s.LIsEo FOR • CL I P (Ar 4 X7.1' FOR SOME CONDITIONS ! e 1 ecu 3 SHD[1HNL L GIRT {I - ONLY— FIELD CUT To e" E.s. oHItY i ,; .� AT T OR 10 C f L IN NR11r� fRAAK LENOTH,OMLL Y•,X 1" SPEC. HD. W " _j a " U LUMM AND NOTCH BOLTS ( NW-050) •� Q UA COL.L. BASE OREGON r � . _ 0 " <•� Aom M A•I ) —-- EAVE STRUT v r ✓ '2 �� w.. owOnA ,.c A.L. .+rtew %A flow,c c s m, C) Q' — IOrG COLUMN ) `� �/r rlQuo *N1 .w .0,, cy wMOs•.k `( �Ytr.gprw". .r.< •r�r5 vr�aw•es ..�r SEE GROSS SECTION 7 C COLUMN ! r.. row Arc � �� , •� • ��J � .wn+0ur*Nt w+...w,..wor..•r w rrU.•� •.•Ft CLIP ( A-1064e ` FIELD DRILL FOR EAVE STRUT �� V �n �00 MAY�� ON�s OO OO Y 1 STENTS AM•gyp COUNTwM•r1 nJKCY SPE CIA L ORDER [NOW A L L 4H RT KNEE BOLT! — _-_ 2••1'" I""o"^`"Pow""4mir-A"d'- a -- •-a1T CLM 4W 1EXTN ( CN-1 INTERN. COL. -e _ i ( A- 10516 - ltCIAL 0110[R 1 e t ,� I �.o. IGA- aw Dora cMto. FRANM�IG IS0111£TRIC �O � � � �✓. •G� YI.AM/si I o r t (� INTERN. RAFTER - - -"f - - I I _- __ �. �^� FOR SM BUILDINGS 1 ( I I - -- _ - 2 _._au�Ty� � ., INTERN. 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U.1 0.8 0. . 3.9 .6 -3.1 1,9 -0.3 10 4.1 0.. 12 C. 2.2 ?.1 18.8 r lU 2.9 30 20 0.5 1.4 1,8 4.6 .2 8,7 -4.0 -4.2 +1.0 -3.0 -5.2 1 2s 12 4.2 40 20 0.3 1.4 3.2 18.( -4.0 -5,0 2.1 -2.7 3.4 _,..."3 -b.3 0.7 -4•L 10 2. -- 0.2 0.9 0.3 4.8 -2.7 -3.2 1.6 -1.2 0.3 C 2.2 18.0 -4.3 -5.4 =.8 ^ ' S 25 14 3.5 30 2U 0.6 2,2 5.2 18.8 -5.3 -6.6 1.7 -4.1 11 3.0 30 20 0.3 1.3 1,9 3.1 .8 9.5 -4.1 -4.5 1,9 -x.? -S.6 1 7 1: 4.3 I -� 6 ''5 14 3.0 30 20 0.3 1..3 1.9 2.4 :.7 9.8 -4.5 -4.6 2.5 -2.5 -5.7 1 2 25 12 2.' 15 17 0.1 0.9 d.6 4.8 -3.5 1 -1,2 1.5 1.2 1C ,_ , I ;),2 2.C! 1.6 18.:: -4.7 1 -`•8 ?•' -1.9 16 3,5 0.4 2.2 3.9 18.8 -5.5 -6.9 2.6 -3.8 lG 3.2130 20 0.2 1.4 2.0 2.? 12.7 9.7 -5.0 -k.9 3.0 2.2 -5.7 14 3• G.1 0.9 0.5 4.8 -3.5 -4.1 2.6 -0.3 I 20 3.6 0.3 z.3 2.$ 18.6 -6.3 -7.6 3.? -3.1 io 3.4 30 20 0.2 1,6 2.0 2.0 .8 9.5 -6.e -5.5 4.0 -1.6 -5.7 1D 3,0 C.3 1.2 1.j 4.!? 2.ti -3.j I :.R -2.2 10 4.6 - - 1.3 .^•.9 12.2 25.0 -5.3 -F,'.1 -0.4 -4.6 1n- 3 0.1 0.8 0.8 4.8 -3.3 -4 I 2•G -1.5 12 3.0 0, 1.2 1,C 4.S -2. 3• 1.2 -2.0 12 4.6 1.0 2.q 9.2 25.0 -r..2 -6.3 0.8 -1*1* 10 4.0 /10 20 0.6 1.8 2.5 5.9 7.4 5.2 -3.9 -4.2 1.1� -3.0 -5.3 20 12 3.1 '0 26 U.1 0.8 0.6 4.8 -3.7 -5 2.6 -1.0 1 20 14 3.0 12 16 0.2 1.2 0.8 4.8 -2.9 -:3.•7 1.6 ` -1.3 `'5 1L 4.6 40 2', 0.8 ' 9 6.9 25.0 -5,3 -6.6 L? -4.1 12 4.1 4U 20 U.3 1.8 2.7 3.2 6.7 6.7 -3.9 ••4.4 2.1 -'_'.6 -5.8 14 3. C.1 0.8 0.5 4.8 -4.2 -5.0 3,1 16 3.1 0.2 1.3 D.6 4.8 -3.1 -3.9 2.0 ! -1.6 _ I l 16 4.7 0.6 3.0 5.3 25.G -5.5 -6.9 2,5 -3.8 ? °5 lk 4.2 40 20 0.3 1.8 12.7 2.7 6.6 6.9 -4.4 -4.6 2.6 -2.4 -5.9 20 3.4 0.1 1.4 0.5 4.8 -3.8 -4.5 2.7 -1.0 20 4.9 0.4 3.1 3.3 25.0 -6.2 -7.6 3.9 -3.1 16 4,3 40 20 0.3 1.9 2.7 2.5 6.7 6.8 -4.9 -4.8 3.1 -2.1 -5.9 10 2., 0.2 d.9 -1.0 6.0 -4.1 -4.9 2.5 -1.3 _ ___ _ 2 4! 4 25 12 2.S 20 26 d.1 0.9 0.8 6.0 -4.7 -5.5 7.2 -1,2 - - 20 4.7 40 2p 0,2 2.1 2.8 2.1 6.7 6.6 -5.9 -5,4 4.1__ -1.5 -;,9 14 3, 1 - 0.1 1.0 0.7 6.0 _5.3 -6.2 3.3 -J.5 10 2.R - 0.4 1.4 1.6 6.0 -3.3 -4.3 1.6 -2.9 10 3.2 12 2.SI 0.; 1,4 1.2 6. . 3.5 -4.6 1,6 -2.7 0.8 2,0 3.2 7.2 -3.5 -4.4 -'-�.3 -3.6 1 25 1L 2.9 12 1? C.3 1.5 1.0 6.1- -3.9 -4.8 2.1 --2.4 �0 14 3.3 2 1,12 3.2 0.6 2.0 2..2 7.2 -3.3 -4.7 0.6 -3,5 f 10 4.( 0.2 1.0 1.2 7.2 --2.5 -3.0 1.5 -1.1 2 I 1 < 0.5 2.0 1.7 7.2 -3.4 -4.8 1.1 -3.4 16 3.0 0.2 1,5 C.y 6.: ;,2 -5.2 2.6 -2.1 5 2C 12 4.1 30 20 0.1 1.0 0.9 7.2 -2.9 -3.4 2.0 -0.7 20 2 0.2 1.6 0.6 6.( 1 -�.0 -5.9 3.6 -1.3 16 3.3 0.4 2.0 1.4 7.2 -3.5 -5.0 1.6 -3.2 14 4, 0.1 1.1 0.7 7.2 -3.3 -3.8 2.4 -0.3 - -- -- 20 3. 0.3 2.1 1.0 •7.2 -4„0 -5.4 2.4 -2.9 -- -1 -- -- - 10 10 •1 U. 1. 2.5 8.Cl -4.2 -5.3 1.0 -3.6 - - �- - --- 10 2 ' 0.2 0.9 1.5 9.0 -3.2 -3.8 1.9 -1.4 3 4 3 10 3.1 I 1.0 2.3 4.1 9.0 -4.7 -5.8 -0.5 -4- 12 3.1 0.3 1.3 1.9 8.0 -4.4 -5•b 1,8 -3.3 6 25 12 30 20 0.2 0.9 1.3 9.0 -3.7 -4.2 2.4 -0.9 , 12 3.1 G.7 2,3 2.7 y.0 -4.4 -6.2 0.7 -4.7 ! 3 20 14 3.2 zQ 26 G.3 1.3 1.6 8.0 -4.8 -5.9 2.5 -3.0 r 14 3, 0.1 1.0 1.1 9.0 -4.2 -4.8 2.9 -0.4 16 3.3 C.2 1.3 1..3 8,G -5.3 -6.3 3.1 -2.6 Z 2� 14 3.1 12117 0.5 2.3 2.1 9.0 -4.5 -6.4 1.5 -4.3 1 16 ?,1 0.4 2.4 1.7 9.Q -4.7 -6.6 2.1 4.j 10 3- 0.2 1.2 2.1 12.0 -3.2 -'.$ 1.9 -1•» 20 3.7 0.2 1.5 1.d 8.: 6.2 -7.3 4.2 -1,6 20 3.3 0.3 2.5 1.1 9.0 -5.3 -7.1 3.2 --3•9 7 25 12 4.1 40 2C G.2 1.3 1.7 12.0 -3.7 -•4.2 2.4 -- - -- - - - -- -- - - - - , 14 4.`I 0,2 1.2 10 2.9 0.5 1.5 3.3 10.0 -5.3 -6.6 1.2 -4.5 1 1 1.4 12.•0 -4.11 -4.8 2.3 -•7.4 Di 4 10.0 -5.6 -7.0 2.2 -4,1 10 3.5 1.1 �.1 6.5 2.0 -6.6 -7.6 d.6 -�.7 N 1 12 2.9 0.4 1•` 2.4 12 3• 0.7 2.2 4.0 12.0 1 --• 1 �- H R 10 3. 0.2 0.9 1,0 4.8 -2.2 -2.7 1.1 -1.4 S 14 3• 2U 26 G.3 1.5 2.1 10.r" 6.1 -7.4 3.0 -3.7 3 _7 1r. 3,1 0.3 1. 1.7 10.0 -6.6 -7.9 3.8 -3.2 20 14 3.5 20 2h 0.5 2.1 3.1 12.0 -5.7 .8 1.6 -5•^, 20 12 3. i6 16 0.2 0.9 0.8 4.8 -2.4 -2.9 1.5 -1.2 20 16 3.5 0.4 2.1 2.4 12.0 -5.9 -8.0 2.4 -5.- , 4 14 3. 0.1 1.0 0.6 4.8 -2.7 -3.2 1.8 -0.9 _. - 3.5 0.2 1.c 1.3 10.0 -7_8- -p.1 5.2 -2.0 20 3. 0.4 2.3 2.1 12.0 -6.8 -$.7 3.6 -4.6 V L IV, IV R 16 3.1 0.1 1.0 0.5 4.$ -3.0 -3.6 2.2 -0.6 10 4. 0.6 1.7 4•G 12.' -3.3 -4.1 0.7 -2.8 -- -- -- - - - - - 12 4. 0.4 1,7 2.8 12.[ -3.4 -4.3 1.4 -2.5 10 _'.•3 1,3 2,5- 8.6 15.0 -8.1 -8.8 -1.7 -7.3 10 2. 0.2 1.1 0.9 4.5 -2.9 -3.6 -1.4 -1.9 5 20 14 4. 30 2) C.3 1.6 :.2 12. ' -3.7 -4.6 2.0 -2.3 12 3. 1.0 2•:, 6.6 1 15.0 -7.9 -9.4 -0.2 -7.1 9 25 12 2.8 12 17 0.2 1.1 0.7 4.5 -3.2 -3.9 ( 1.9 -1.6 I r �0 q 25 14 3• 20 26 Q.8 2.6 5.1 15.0 -7.7 -9.7 1.3 -6.> 1b 4. C. 1.6 1.7 12.G -4.0 -4.9 2. . -2,0 14 2.9 0.2 1.1 0.6 4.5 -3.6 -4.3 2.4 -t•2 20 4• 0.2 1.9 1.2 12.0 -4.7 -5.6 3.3 -i.3 16 3.F 0.6 .^.6 L•0 15.0 -7.O 1_10.8 4.5 6.7 16 3.0 C.2 1.2 0.5 4.5 -4.0 -4..7 2,$ -,J.B -- _ -- __ -- _-- _-- 20 3.6� 0.4 2.7 2.5 15.0 -$.5 1C'' 3.1 0.5 1.6 5,1 15.C) --4.2 -5.1 0.9 -3.5 -- - - - --- I 10 3.0 0.2 d.9 1,3 6.0 3.5 -4.4 1.7 -2.3 10 5. 1.7 3.0 10.6 18.0 -5.1 -5.5 -1.1 -4.5 14 3.1 0.1. l.6 3.4 15•(1 -4.2 -5.4 1.8 -3.2 r 8 -0.6 -4.4 NOTES: (1) ALL REACTIONS ARE IN KIPS 1000 LBS. 3 20 12 31 20 26 0.2 1.0 1.0 6.0 -3.9 -4.8 2.3 -1•`3 12 4.. 1.4 3.0 9„ 1$.0 -�.3 -5• ( ) I 14 32 G.2 1.0 0.9 6.0 -4.4 -5.2 2.9 �-1.5 2% 1.. 3• 30 20 a 2,'J 15•^ ..•Ei -5.7 2.4 -2.8 20 14 4• 30 20'1 1.1 2.9 7.2 18.C' -5.1 -6.G 0.5 -4.2 16 3� 0.1 1.0 0.7 6.0 -4.9 -5.8 3.4 -0.9 aeu - {: . . i. ..,1 - .�., �E f.- - . J. 5 r q _[„( (2) ARROW DIRECTIONS SHOWN ARE POSITIVE A MINUS SIGN ,,�. 16 4. I n•9 + 3•U 5., "u•0 -5.2 -6.2 1.2 _ _ " '` 1 _� '� 20 5.11 0.6 J. 1 4." 18.0 -5.5 -6.7 2.5 -3.5 (-) INDICATES THAT THE REACTION DIRECTION IS 10 28 U.2 1.1 1.6 7.5 -4.4 -5.5 2.1 -2.9 10 4.3 0.7 �.'_ 7.3 20.0 -4.3 -5.1 -U.$ -3.5 `" -- -- ---- - OPPOSITE TO THF. DIRECTION OF THE ARROW. WIND -2011 4 25 12 2.9 20 26 0.2 1.1 1.3 7.5 -5.0 -5.9 2.9 -2.4 - 12 4,j' 0.5 L.6 2c.. ( 5.4 1.8 -3.2 10 3. -1.5 2.7 13.6 22.5 -6.4 -6.8 -1.5 -5•E. LOAD IS APPLIED FROM LEFT, 0.2 1.2 1.1 7.5 -5.6 -6.5 3.5 -1• 7 25 14 �4G 12'J 0.3 I ^.9 I -5.'7 2.6 -2.8 12 3, '.3 2.7 11.8 22.5 -6.6 -7.3 -0.7 -5.5 14 3.0 4 2 3 REACTIONS FOR VARIOUS LOAD COMBINATIONS, SUCH AS 16 3.11 0.2 1.2 1.0 7.5 -6.2 =7.2 4.2 -1. 1P. 4,4 I 0.? 2.4 2U.. 4.9 -6.1 3.2 -2.5 6 25 1: 's. 3J 20 1.1 2.7 9.6 '2.5 -6.5 -7.5 0.5 -5•.• ( ) 2t 5. U.< F 2G.( -5.8 -7.0 4.2 -1.6 1 3. 0.9 -.4 7.6 «.5 -6.5 -7.'7 '•.5 -5.;: DL+LL, DL+WL, DLF LL+WL OR DL+LIr+ WL, MA'L BE 10 4.0 0.3 1.2 '.9 9.0 -2.7 -3.4 1.3 -1,8 2 '. 0.5 :1.0 4.5 2'..5 -6,7 -8.4 3.3 -4.4 OBTAINED BY ADDING THE APPROPRIATE VALUES. 5 ?U 12 4.1 30 2d J,2 1.3 5 9.0 -3.0 -3.7 2.8 -1.1 10 4.9 2.3 3.7 20.2 30.0 -6.9 -6.8 -2.0 -5.6 (4) REACTIONS FOR DEAD, LIVE, OR WIND LOADS AND FOR 14 4.2 0.2 1.3 1.3 9.0 -3.4 -4.0 .2 -1.1 12 4.9 1.8 3.7 15., 30.0 -6.6 -7,3 -0.7 -5.5 BAY SPACING OTHER THAN THOSE SHOWN CAN BE 0B_ 16 4-2 0.2 1.3 1,0 9.0 -3.8 -4.4 2.6 -0 7 25 1 4.9 4A 20 1.4 3.7 12.4 30.0 -6.4 -7.5 0.5 -5.3 TAINED BY DIRECT RATIO, t 10 29 - 0.3 1.1 6 11.3 -3.5 -4.2 1.6 -2.2 1 4.9 1.1 :.' 9.9 30.0 -6.5 -7.7 1.5 -5.0 25 12 29 30 2G 0.2 1.1 0 11.3 -3.9 -4.6 2.2 I -1.9 2 5. 0.8 3.8 6.6 30.0 -6.y -88.4 3.1 -4.4 (5) REACTIONS FOR EAVE 11EIGllfS BETWEEN 1Ti0SE SHOWN MAY BE OBTALNED BY INTEPPOLATION. 6 14 3.0 0.2 1.2 1.7 11.3 -4.3 -5.0 2.7 -1.4 16 3.2 d.2 1.2 1.6 11.3 -4.8 -5.5 3.2 -d•`3 �`Q u IA '`•��r� (6) REACTIONS SHOWN ARE INTENDED FOR USE IN DESIGNING t0 40 0.4 1.5 3.6 15.0 -3.5 -4.2 1.5 -2.2 1C� 1_10 , BUILDING FOUNDATIONS AND SHOULD NOT BE USED TO - 1 25 12 4JJ 40 20 0,3 1.5 2.6 15.1 -3.8 -4.6 2.2 -1.9 ``'�,r- C11ECK 1� DESIGN OF T1� FRAMES. 14 4.3 0.2 1.6 2.2 15.0 -4.3 -5.0 2.7 -1.4 �� •� ..r • 16 4. 0.2 1.6 1.6 15.0 -4.7 -5.5 3.3 -0.9 - R6 i - O E.O. REVISIONS DATE DRWN CHK11 D. COL . REACTIONS F 0 R 'I SNS 20' THRU 60' CLEAR SPAN AND SNS 60 MODULAR ellBUILDINGS 1 i? �1 ' - - Wa"onN stet Products Compwty SubSK*ary of National SI9AI COOP- DATESCALE DRAWN CHECKED APPROVED APPROVED E.O M TT w 8 .'AAM•.LN - Z_ J] i I I III I l l l l l l l l ! I I I I I I C I I I I I I I I I I I I I I I I I I I I ► I I l l l l l l i l i l l l l l l l l l ISI I I I Ill III I� I III LFII I III � � � 11 ! 1111 III III � � ) 1 I f I . NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO - ---- -- --- - - THE QUALITY OF THE ORIGINAL Z 8 Z G Z Z Q Z Z Z Z I Z Z i DRAWING. ; "II �� I III ILII 11 ! III II III Ilii III�I►ill IIII III • (IIII fill IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Ilii IIII Illi IIII IIII IIII IIII IIII 1111 IIII Illi Illi IIlI1,, �sa,la Illi IIII IIII Illi 1111 �lbl I I f� IIII IIII 1111-1111 ilii 1111111ii fill illi Illi IIII illi I 1 1 111111 1111 i 26 ' 9vo ' II 1 ENDIMLL COL _ BW LOATH TOTAL +_ p• • OUT TO OUT CONCRETE ANCHOR RWRL 1 . r owLONTH TOTAL+ e• OMT TO OUT STLLL - -- _ 14• RMEL SPAN TYPE SLOG LOAD EIEIWT gonnTITaY mm sm PLATE R00 F71AlIPLE R[CLM�' Nil 20'-O' W-0' an Mill Icw Ip'•O' MAY 16'-0' 2D'-0' 29'•0' YY ._- - _If-d'_2tl•D' 2e'•O• MY 1•_ REf100 u (EA. COL) 1s'/ 20 /q' 20' 1 THRU 7 to,it,H, 2-34"It S' ■ 9 t 4 Idi 112 IIP 11Z LIZ 11= I1z II2 112' a _ .. 24' 1 THRU 7 10,le.M 2-34•• Or . V • 4 1Y/It • '• _ - _ _77, --_. - - ANCHOR BOL DIM[NSID115 _ sd ! THAI.)-7 laIY, K.M' 2 d . r . . 6'/b U – 1— — T KN-WO 344 1'-3' 31 J• 66' 1 THM 7 10'• t W. N' 2-311'4 r . e' ss 4 5"1 2'aIRe-1d 76r-3' 31 ' J• nP1CAL 2 ANC110R BOLT '\ IN-M52 1' r-6' 8' 3- GROUP GROUP WITH REINF. ROO SONE MA9iM REINF. TYPICAL • A/IC17011 BOLT SEE CHART FOR SIZE � ROO REOUNIEO FOR GROUP WITH REINF. RODS F AND Dl1AMTin EACH PAR OF ANCHOR BOLTS SEE CW1RT FOR *ZE I n FOR INTERMEDIATE FRAMES, AMD QUANTITYmI_p ELL SEE CHART FOR SIZE. o ENDWAL L AND CORNER COL. 50' 1 TNM 4 Id THIS) 18' 2-34.4 d . r z 4 q'/20•/15' 3 ANCHORAGE (21-3/4 'l ANCHOR 2- 3END/4'# COL. ANCHORAGE r 0 2- 3/4'J ANCHOR BOLTS q � p0' I, I' s 20' 2-344 6' • II' f 1 6' BOLTS ( HW - 9150 1 YI 2 8 NW-9150 W 50 4 2d 2-34'0 r a It" 04 REIAIF IR00 ROD OBEM11016 / i A r �(% `.' ; LL RODS OMA. E71QTN A S s0' 5 10 2-�4 r a It" 4e S i BEARING FRAME AT ENONALI w �• ii 6• F - - - - - RO-ION! 4 e'-1' 3-d 5vil '3. 5d IL-6 IY THROW' 2-34"0 r . IY f 4 - EXPANSIONa tv 66LB ♦ 6 Z�r r-0 7', sd a , to, 2- 7i• r . Iz• : s u it)BASE CLIPS FOR'C' SECTION COLS. MY34" ANCHOR BOLTS .P A FUTUPE AMEEXPENION FROM V'- 14',le' 4 - 4 r' I5• * S \ • A BEARNO FRAME ENOWALL IS 00' 7 3'• f �on SW-60 ONLY ANTICIPATED IT MAYBE DESIRE- y`Yi Tj \ - _ .N i ;1 ABLE TO INCLUDERIGID FRAME % \ '� 7 8D 2 -_ - -76.4 5 p -ENOWALL COL ARRANGEMENT W TO BEORUSEDAAT TTME OFLL CORNER COLS. ARE NOT REGD. 4 - SAME AS OPPOSITE END EXCEPT 50' 7 12' 4 -34 S'• IS ' ! 4 ' EXPANSION. WITH RIGID FRAME AT ENOWALL 50 7 10' 4 - S". IS.' 0 'SS O _ ' w l c_ ~ r1�7•/a�-/`� 60' ITHRU 3 ID' THRU 16' 2- Ili R 4 20'/ '/20' CAST-IM-PLACE UK " r�Jr(�'y 60' 1 6 2 20' 2 - 34*• 6• . H' R 4 60' 3 e0% 2- 344 e . 11" 0 4 C a.fal -_� '____ Qi 66787i 60' 1 IY' THRu ed E - 3441 e' . 12' 64 __ _ 'I (�1 �(T,�_/•� 1 eo' 4 w' e- 7s'4 r . Iz' s s a _ _ 60• 5 16" 20, 9 - 341 e' • 'T S 4 •- = 112• 14 Ik• Ik 1k 1k 112 112 ✓H. f� j7 i' ;� f� so' S t:' e - 7e'# e• . is' 1f 5 /1�>•aM "SG`,'4j'r 6O 6 EO' t - 341 e• . 15" * 4 RE • ,� ENOWALL COL. 7 OUT OF CONCRETE BLDG. ANCHOR ARRANGEMENT LOAD EAVE 60 6 I4' e- e'� S' . IS• 15 CAST-14-PLACE --- PLATE Kill 60' 6 10; 12' e - 114, e" . 15" M 6 BOLTS EXAMPLE SPAN TYPE HEIGHT SIZE 6 T MSE ( MW-11100) IV OUT OF STEEL QUANTITY SIZE 312E 1 1 60' 7 te',¢0' 2 - to "6 r a 19 • ' S AN04M BOLT PILOJECTION (EA OOL.) I I 0 e - 1' 9' . 19 " M 6 BfEAR QF MAlts 13'/ 2d /15' r, , N' HW-6099 e 24' CT BOLT 5;1SUE PROW. 3 . . 124 S ys• 112' ,I: 40' I THRU6 10' THRU 6' 2 - 4 Si 9' f 4 IY'/ 16'/ 12' fi0' 7 I2• 4 _ 34741 B' . 19" R 5 1 RPM 2.4 S 3�/ 2' i � 40' I ,e,3,5 20' 2 - 3i El II' f 4 80• 7 10 4 - 7e` B' . 19" B S 7 ' NOT SOARDS 79if I' 4 S' i u 40' 4,6 e0' e - ; S'Xll' 04 6o' S 10' e - 1"O r x 16• "` 6 N g w� L -. _ 40' 7 e0' 2 - 7e' 6'% 15" •6 . ".....':o, OLA �RFIIFORCINO 3• Bonen,�..r�.,o,o•�n u Ai... ' 40' 7 le' 2 - 1 6-X 15' 4 4 ..r.., +•-"• o- .az,•.a . ROD! WHEN REO'D. - .�n1.1•w w"�O1en�A'wiovA.�a'a'+.iPwA.m�, . 'IRE CHART) 40' 7 IY ,14 2- 4 6'X11' 04 wo.wa...ww.x,o n.w ar.o•I G� 37 wmm�,.,niw.""w.o"rwe.•wrt_u••e•wwr 40' 7 10' t- 4 S'%II' f3 _r Ill E.p ,Evall DATE OMN ClIm ANCHOR BOLT REFERANCE _ TYPICAL CONCRETE FORMING DETAIL I REVISE REBAR I 60' ITHRU 7 10'THRU14' t3{ 6'X9' 44 e0'/ e0'/e0' 2 78`'4 A_6'y-i•-'•° ^^ v1 - I Sp, bm6 SM BUILDINGS (STRAIGHT COLS.) TYPICAL AT WALLS REOU MIG THE WALL PANEL — — RECESS. SEE THE ACCESSORY SECTION FOR CONCRETE f0' I THRU6 16' THRU eO' t-4 6' X9' i4 Oj 75-0 '1/'mEo low TYPE-1 S,II,ty H bmk LOAD TYPES I THRU q { SP J T1-L $. N.tloD.1 SWt TREATMENT FOR VARIOUS ACCESSORIES. 3 • P,otluct.Com,Sol X50' 7 20' 2- 4 7 -I$ KE V.A.B.nIFW E. 51FT"$,TJ 6nh 0 6"%9' MS Salm [60' 7 16' 2-34 6'X 9' f 4 National Steel Co+oo•aI m O • _ SCALEDATE D I ARNMEDp 1.17.7E r<o•.E bmM tF 7i.�,� No LT9 . .. . • - .._=71A1•��:.'-mo'>�.�ruYYL � ..�...,`' &fid=','. :. _.� .�w..�+Iw .._- �r: . ,.,y,;'�i�'r.o� n, y .. s... yYl .. ,► '1' -" -�-�lr._:-`.�-i�'Si1B.--, -"` � �'-�.nlli��.a�i�"- •� III I � I iii iii iii iii SII iii � � i i � � iii r i iii III ill III III i � l � i � i Iii iii SII ill i i iii L111111 iii Jill Iii ; 111 11 i i i iii iii Iii i . ili . i NOTE ; IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO _ THE QUALITY OF TIE ORIGINAL �— DRAWING. iiiliiii1i��iliiii,��.�ratu ilii iiii1�iiiluii �iiili� i 1�� imIllil ilii iii iii iiii!ii�ii�� ii�l��iliiu iiiirii16 . • JUNE 267 , 1990 aw 4Q - . J�_. 1s i X107"E: (4� 12N� (� ESOLT I IfW-05�� - STIFFENER F OCCURS ALL MATCHING HOLES MUST 13E om soME RAFTERS FILLED WITH 501-75. IM SOME t CASt-rS HOLICS MAX APPEAR IN -�,-- AA (3NE PART WITHOUT MATC,"MIG GoLUM1�1 --- A GIRT - -HOLES IM THE 0THER. DII`PERENT °FRA.MISS MAY REQUIRI✓ DIr-FERENT Gllp(A-3753)G I RT--- - FOR GIt?T "Ctz mo. O I= 13IoLT S. co OR .L COLU M ISI ' 0144'X2'4! ASTM A.-323 boL-rs - - --� - - CLIP(A-105230— - CLIP(A-1052-3) NW-5662) W/ONE WA5HER POR "Z" GIRT FOR Ca1RT Z -ter -- (HW-440i) Il;t O•U• PER BOLT GIRT 'Z' 3 "� X 2' r ASTM A-325 Bol -'TI!:-, �. 4 (HW-562) W/oUT Wk'5VAE-R•g- Garvin. tat`1 < T`{P. F. AE.M.) — kU�E LOADT`(PE 2gp 350 440 55p 660 r 8003 17 '07-3Z BOLTS I - -- + RAMECAFAC I PLF PLF PLF4PLFPLP V PLF PLF k(HXW�-121&41) �ISTM A 5 I2 8/our btlAsH�Rs (� _._._ - -- - - I3c BLDG- m5 40 Lo,4D7YP& 7 — --- 34ISYMM• ABOU-C DEADLOAD - LIVE LOAD - W11�I0 LOAD - 13AY COMBI ATIOAIS oAlL-Y 3� 5'-0316 3-9 �� 5.5 DL , 1.8"1DL 7.5 DL 510L 20 DL 1 1.25 DL 10.0 DL ,L,1 -RIoc4E GAP Iro' BAY5 12 LL 1 20 LL 20 LL V LL 20 LL 30 LL 40 LL NA1 `f FL-1051 20 WL ' 26.5 WL 1 32.5 WL 20 WL�444NL 20 WL 20 WL 19� PANE• _____----- 2.0 DL 5.5 DL 2.0 DL 75 DL 30 DL DL ,7A R 3.7SDL 20' BAYS 12 LL. I2 LL 20 LL 20 LL 30 LL LL 70 LL 5o LL 16 WL 21.2 WL 21r WL 32,5 WL 20 WL 0 WL%1W. L ZO WL 3 ® I — Now 2.0 DL 5 Co DL 2.0 DL ?.0 t71.2.0 UL x.0 DL r 25� BM5 W,, 12 LL 12 LL 20 LL NA. 30 LL�20 LL LL 20 LL 1 W 17 WL 20.E WL 2i'i WL W µ WL 0 WL 42 KL 000,0 _ -N �� PR�� ";* COLUMt\l RAIFTBRS FOR VARIOUS LOAD TYPES SAVE HEIG"TS W O ,. ,�� »}1 �` >.��•,� CY- 161,76 GY 161110 GY-I(oIC�2. GY IGICk! CY-IGiC�4 GY-'IGIClI(i CY-11,454 _ ��•Ir �l.�, ;� 10 E,H. iZY- 16111 RY- I611I R•Y-1&173 RY- I41L73 ICY I(a105 F-Y 1(.107 RY-1br53 'LALICIC 012A615-5, AMY1 e�QUIRI;l7 PLI Dt`tL 5117E f CI "��` s'' 12' F-14. GY 1la162 GY 161GZ LY 10160 LY-IGIGC� GY-IGIIG GY-IGllt� CY-Ib�i39 C THIS CaIRT AOR 20 EK QY (bill 2Y 110173 RY 14,173 R.Y I(o_It73 f�Y- 1&105 Y IG12T RY-I_b5dD OF i2APT22. Z-4 GY 161104 GY IC17C� ICY-IG15G� GY 1(1158 GY 161156 CY-142206`Y-14541 W I 5LDGS- TO MEA C 5ECT10" FOR 25' BAYS = 0REG0 V Q I(oll I 2`1- 16173 R1= Ilol-13 16173 VY IG1115 2Y- I IZ5 R�-1 540 = W 1,6 y- 161fln GY- I610Z GY- IGIAO GY- I(o204 GY--16154 - X22 cY- j4542 1— 4— WITH 25# WIND LOAD. W _ T �. `q ✓ ! L�' ? `� �- ; 16 F-N. 2`(- IColll OY I1011'y 2Y- 16!?3 RY-16175 21f-Itoll''S 12Y-16.127 ,�Y- /45 Lfi `�`Ci 4 G Ko4Z2 GY-144 O GY IC:g2 CY!4434 GY•-&43(. GV=T GY 14643 C �`/� PY-1(421 P.Y-I(AZI RY-1��21 �eY Ir azo QY-1 z5 12y-)(,427aY- rct 644 n ` G 1- 0 00 � `_'._.� �� t(AwvAev �i�u Low 1lef. Www Im -A0AVY ChufNwos C C� IL U, 4 O + FFA ME CAPACITY '- LIVE LOAD + DaAD LOAD 0� p Q u r , I� ; ,F LrvIE WRAP Fv�e •fe(C'UrACY "PW AMA CRUAL, Tn tk 1,0" -f*A&4 "W yet. Ff W FLANGE BRACES POi� CLEARAI�ICE EAV4S .I,SIOM RA' FOR tp VARIOUS LOAD TYPE RAI=TERS VARIOUS LOAD TYPES 4 E• N- 0 p p 0 U �i W 1,0AD -AVS FSC,. NUCe, STATIOM5, �p EAM 4-;E►C-1+IT5 _-- i I i ' ' �iN t � � � �. TYPLs �1�1<�NT Z 4 TYPE* ID' 12' 14' IG' Zn` et f ) 1, 2, 3 ID'TN2u r� A- 2536 A- Z530 t, 2, 3 0S-Lt4 IQ'-to 12'-414 14�64• IA'-24 -- 61RT AT 2-6 �LEV- 4 D'1'42U1,, A-?_536 A_Z53A A. >3'- 6� In'-G1 IZ'64 t4-64 IA'-2 FOR 25# WL WALT_ O ITHRl1Fi ZO' A-2537 A-?531 5 z 6 Q�'-4�4 10'-44 12'-44 i4'-414 18'-Z14 N N 5 F- 6 '"MI A-2531 A-2531 '7 S`-2i !e'-2� i -24 14 24 t8�l14 _ _ 6" LOAD TYPES I THRU !^ IC)`TMRU !G" E. H. 1 KYTN2IJ �-2531 A-1531'1 — � plic 10" LOAD TYPES I THRU G 20' E. H. LOAD TYPE 7 ID' E.N. -THRU C nLieeAL- MOTOS I w W ui - 1 14" LoAD TYPE 7 20' E. 1, CUSTOM 12Cs5,I6,W FRAMES MAY Izrloulag 'IOLO OUT TO OUT GIRTS DIFF1~2ekil WLT 517-!r AND OR QUANTIT105 AT KI.IEF CoklmtCTIOW FROM 0 I Nom INTERIM. FRNME. CROSS SECTION -l+1AT c2NoWij, (3111 4400, r5erzw ADr,0UATFIrY REVISIONS DATE CHKD. . t O1� 1�151CImp,19. I 78-54 NOD �..1YtLS-(jEA►cFtA4 T aC nT��, SM BUILDOl+IGS(STRAIGHT CXXS. Pp.�t T I XL CROSS V. 1 1 78-67 AG ED LT-7 C.s LOAD TYPES I THRU T 20 ALL COMME.CTIOU 5OLT5 /lRE 2 4 3 q-io R 'a WTEW- s/� w• CN:�:-Ej21) EXCEPT AS RIOTED . tb �� THIS DRAWING ANO ALL INFORMATION CONTAINED MAY NOT •E REPRODUM IN WHOLE OR IN PAM _ "COW. HEREIN REMAIN TILE PROPERTY OF NATIONAI STEEL ( �_ Y P"WhImm compo PRODUCTS COMPANY ANDIOP ITS SLIMOtARIES AND. . FOS Ic�IU1D FR.AM� k.T EMDHIALL a'� WITHOUT THE WRITTFN APPROVAL OF NATIONAL STEEL 3 _ ��AA.Iy of PRODUCTS COMPANY CERTAIN FEATURES SHOWN SEE E�1`" RI G l D FRA 1E I S1�MET R I C• 0 Nrbnr S1ss1 Cap• HEREON ARE OR MAY BF COVERED BY ONE OR MORE DATESCA1E DRAWN CHECKED AP►ROVED AKROVE9 lr•D• DW y. 4 U 5 PATENTS AND TORFION COUNTERPARTS THEREOF �,P "17-7�' ND 2T 5 ANDOTHFR PENDING APPLICATIONS I- 27-7,,e Imp J5 r �� ,nomf$L71.A .x. Jtk� '.� •.nR I 'T. yJ y �,, y� ,jI`I` •. 1.:,-'' �' ( w_ w....u..,.......,y,-.a..nrMn,tn••ur:l e.:wv,aauYNA•bpAi�+YYld4T.�-. �..+... .-., � - 1 I I 1 1 1 1 1 1 1 1 1 1 �1N I . I ( I I III I I l i 11111111111111111111111111111111 ( 111111111111111111111111 � 111illlll � � lt � � 1 � � � 1l � lllll � li1 � 1111 � , 1.� lliiliiiiiiiiliiii � I 1 I I C 10 NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THANTHIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL � � i 1 1111 ILII ilii Illi Ifll ilii ILII ILII 1111 1111 Ilii ILII 1till ILII lIIIr1l 1��11 ILII III! 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PE + --- - _ CONSULTING Nf ;NEER/PLANNER 23b-1551 OR 6�2-0491 n 0 DATE �`�-- ' - �' LI.R. ^' (�._..... . vl � 1� I �. ''"1� � ,f'a .,. c7 • tt� � r;`�� //r``` _ -... � .7 • �+ __._ I �� • \�f� f � ,. "'^4'�* ,;� /�.�%G 1 t t f�-:'• _ 4Y J Q�I 1`l�_�11�/L I{��,�� .. _ ».-. _. :- .__ _,. '- i j � + t . .... �, 1 .. '� 6648 � .F_ _. .. .__. _ . - - — _..•- — - - - •-- ._. - _ K Z-0- - - oRIG�� ,� J .roe NO (Q Y SHEET NO. R Kf. L _ r.. t pr � .. �.�"` � � I I I I l ! l I I l I I I I 1 1 1 1 1 1 1 1 •r l l l l l l l l l l l l l l l l l l ! I I I I I I I I I I I I I I I I I I I I I I I i l l l l l � l l l ! ' I I I I I I I I I I I I I I I I I I I I I �' NOTE: IF THIS MICROFILMED I 1 2 ( 4 I +' I • I I `�L I �L._ I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL tE Z Z LZ Z QZ Z — Z Z TZ Z 6i l LL T T T 6'T i 11l T 6 Q L �q l kill f + ++++I+�►+l+I��i+�++I++++I++++ ++++I++++ ++�+I++++ .+++li►++ ++++Ci+++ DRAWING. I f�l �� I � ��+� ++++I+�i+ i+++l++++ ++114++�� ++„I+++� +,++I++++ ��i�l�� ++++I++�+ ++++I+,++ +►++I+++, ++I+I++++ +++,I+++, +++I!l+II��, .t,.0 ++++1++++,++++1++++ ►�,+I++►+ �,+a ni � +►++I,�+►I�►++I+►++ I+++l+�+, ++ ►l� +�i+ :24JUNE a 26 21990 .r, s W W W W W p p 0 O 0 FRAME FRAME EAVE STRUT (TYP.) _ oW FRAME FRAME I I ° � io GIRT CLIP (A-170�57) TYP f GIRT CLiP ' A IOS23)TYP. _ _ 4 Q 4 o p o THI`.i ADDITIONAL GIRT � + ♦ � -� COf:NER COL. _ ._ _. I _ 1 _ RECIUIRED FOR 25 i/ WI L- - - - - - - r. _. _ ... -r. - ._ _ � -- - _----- 77E Rp Rp IO -10 Z I N N N M W W I ENO BAY I I" END BAY _- - _ INTERIOR BAY _ t __.__—END I ENDWAL y END BAY INTERIOR BAY - _ _ -- -------- +�.._�_- __�_-, -.t•--- STEEL LINE (TYP) ��- FRAMING ELE:'^Y!ON FRAMING ELEVATION - GIRT SCHEDULE FOR END B INTERIOR BAYS s = _ 2G' BAYS 2S' BAYS Irl w w EAVE 16 8 AYS ._.._ O 0p p FRAME HEIGHT 15*2e25*w. 15� W.L. 200t/ L. 250 W.L. 1500 L. 20*w L. ZS*w.L FRAME �f1 � 1`- m p _ _ •' , 9' t - 2283 1-22fS1 �-L261 �-Z2�1 !-Z2S7 t-22J1 -Y 3 - - � e 1-2256 i 11' t- 2159 x'-2259 iE-2258 t- 2239 2-2189 o I 12' 1-2212 1-22!2 t-t259 t-1280 1- 2260 M1 RO RD 1!' , 17' -fr... . l 2261 It 2281 1-'wii _ t-2150 i�261 t-2:t l 1-22'59 ,et-2259 t-neo 0 0 0 0 0 _ 20. 2-1261 2-2262 *-t2s8 a-2tea *4-2260 I I a ° 1 I I 24 — er -- o C O o HDDITIONAL GIRT _ FF— r r r ED FOR 2S4k W.L. - THE TOP GIRT FOR 201 8 C4' E HTO BE •G' SECTION FOR2`�^�Ys 'M- - - � -. -_� ��N�IR - -E - - - - - - � � fit• .'�� . � � � P� _ _. C— c7086 FOR END BAYS (SEE CROSS SECTION) • �! • r 0- 3749 FOR INTERIOR BAYS • END BAY INTERIOR BAY END SAY Ir 4 FRAMING ELEVATION 3i X Itr • `44 I O FRAME FRAME TY I • ASLL REQ 0 P 1 L A ' CORNER SEE CROSS SECTION FLASHING r FOR SIOEWALL ----- PANEL LENGTHS. n o Q 1 FINISH FLOOR __J, -- � t ' BOTTOM OF PANELS 7 r 7" - - O _O I THIS ADDITIONAL GIRT REQUIRED FOR 2S* W L w - - - - - - - - - - - -- - a�' �y�[ � . I' -_- _ END BAY ,� I INTERIOR BAY END BAY — •- -- - -- - - - - - - ^ ,,� 'y I� FIRST RiB OF STARTING PANEL Q',,�;' SHEETING ELEVATION • END BAY INTERIOR BAY END @Al' I '!✓ `\ _ ~- - FFi 8678 I✓ 0 E O REVISIONS DATE SM OR1M1 111(D SIOEWAi.LS 7 \` — FRAMING 8 SHEETING FRAMING ELEVATION � -. 1 – — �"` 20*e x 5� WIND LOAo National Steel rad- laryof .jets Company THE DPAVOINC. AND ALL 1NPORMAIJON (ONrA1NE0. SL1isld `J i '�' •`'« , NEREIN REMAIN THE p`ROPEIIT' W NAYIONAI P STEEL - --- --- ♦. �.t.♦ � PIIODLICTS COMPANY ANDiORI iT5 aLWODIARYES AND .� _ 7Naticnal ic'CI Gorlr�r,ltlol� Myr NDt aE REPADOl10ED IN WHDAE OR IN PARR ♦� �,`La.,�� 111THOIII TMIE rAIaTTIN APPROVAL OF NI,TIONAL StEE1 PlggICTS COMPANY CEaTAIN FW011S S-Ai ,� p1 ARE ql WAY•E COVERED ar oNt OR MORE GATE SCALE ORAtMN CNEptED APP�R�O(VED APPRVVED /EQI' S NPT 'LT 180 U , WE AND F0IEIGN COUNtENPARTS THF.11El.A 5-91-1� NQ./�.. �AM eRl� KJ" E/ ANO OTHFN PE NOINO AM.CATIONS owl - ` ! � I � .no- � ` ,.. ,, »�C:w ,�:��' '"""., - -.. -_... ,,,.• ..�.�,pr,ikR,.�,rtl;aYrtu,rtYPIr1 , �.. a t1►,�1. ' 1 III III Ill III III III Ill � lll Ill III III f l Ili III III IIi Ili III Ill ill Ill ill III Ili ilt Ili ill III Ill Ill I hili i i i � ilf ili iiiI � I ' !' piIII III IiI 1111111 Il . 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