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7440 SW BONITA ROAD-8 1200'-0• SPECIFIC ERECTION DRAWING LIST FIELD WORK SUMMARY --- THE DRAWINGS LISTED BELOW NAVE BEEN CREATED BY COMPUTER WALL SECONDARY SPECIFICALLY FOR YOUR ORDER 70 ASSIST YOU IN PUTTING UP YCUR FWOOC6 FIELD LOCATE HOLES IN EAVE STRUT FOR DOOR POST CONNECTION. BUILDING. HESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE FW00]0 FIELD LOCA'Q S1015 IN SIDfWAII GIRT FOR SIDEWALL ROD BRACING AS THIS SHEET AND CAN BE IDENTIFIED INO:VIOUALIV FROM THE c CONDITION. TITLES AND DRAWING SEQUENCE NUMBERS fW0031 FIELD CUT ArD LOCATE SOLES 1N GIR15 FOR DOOR SIDE GIRT l THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING. CONDI T(ON. FW0034 FIELD LOCATE HOLES IN ENOWALL POST FOR FIELD LOCATED GIRT CONNECTION. nDRAWING TITLE- AG FILE NO.- FW0040 FIELD CUT AND LOCATE HOLES IN DOOR POST. WI b I1 ROOF DALE' 02,16/9,- FW0042 FIELD CUT AP,D LOCATE HOLES 1N DOOR HEADER. 1 UNIT 1 I SECONOART STRUCTURALORAWIN4 NUPeER. REVISION FW0045 FIELD WORK !;IRT CHANNEL AT CORNER BUILDING CONDITION. z FRAMING PLAN o _ _ i D 83- 1 23456-05L 02 L - w TITLE CRAWING V THE YEAR DURING WHICH YOUR SEQUENCE KEY PLAN ORDER WAS ENTERED NUMBER COVER DRAWING NOTES THE BUTLER ORDER NUMBER OF YOUR ORDER REVISICM LEVEL OF .HE DRAWING. IF THE DRAWING HAS NEVER BEEP `;a"•�".' '-��•` ' " ` ' REVISED. 00 APPEARS FERE. STANDARD NOTESe C00001 ATTACH PATE%T PLATT_ 007849 TO THE WEB OF AN INTERMEDIATE FRAME D88-061849-00 COVER DRAWING - SHEET I COLUMN AT EYE LEVEL. " 088-061849-OI SPECIFIC ANCHOR BOLT DRAWING - SHEET 1 CD0002 PARTS SHOWN MAY 91: UPGRADED DUE TO STANDARDIZED FABRICATION. 088-061849-DIA SPECIFIC ANCHOR BOLT DRAWING - SHEET 2 DBB-061849-018 SPECIFIC REACTION DRAWING SHEET J REFER TO THE SHIPI;ING MANIFEST FOR POSSIBLE SUBSTITUTIONS. � •" • •'' - 088-061849-01C ANCHOR BOLT DETAIL SHEET - SHEET 4 ^' 088-061849-02 1NTERMEDIATE FRAME ERECTION DRAWING - SHEET i D88-061049-02A INTERMEDIATE FRAME ERECTION DRAWING - SMEET 2 088-061849-028 INTERMEDIATE FRAME ERECTION DRAWING - SHEET 3 - R 088-061849-02C INTERMEDIATE FRAME ERECTION DRAWING - SHEET 4 DBB-061849-02D INTERMEDIATE FRAME ERECTION DRAWING DETAIL SHEET - SHEET 5 D88-061849-03 WIND BRACING -088-061849-03A WIND BRACING DETAILGSHEETEETSHEET 2 - DBB-061849-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 1 - s> .• 088-061849-04A ROOF SECONDARY 'STRUCTURAL FRAMING PLAN - SHEET 2 ``c 3 088-061849-048 ROOF SECONDARY STRUCTURAL OFTAIL SHEET - SHEET 3 �• D88-061849-05 WALL SECONDARY STRUCTURAL ELEVATION - SHEET I w '0. "` = y j D88-061849-05A WALL SECONDARY STRUCTURAL ELEVATION - SHEET 2 f �) a _ DBB-06:849-058 DOOR DETAIL DRAWING •- SHEET 3 �` -. M• DOB MALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 4 Cpt--r-4 /vOTF_ D88-061849-050 WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 5 � .� � ;, ��, -• 068-061849-06 WALL PANEL DRAWING - SHEET 1 086-061849-06A WALL PANEL DRAWING - SHEET 2 088-06I849-07 ROOF PANEL DRAWING - SHEET 1 DOB-061849-07A ROOF PANEL DRAWING - SHEET 2 �-- -�•� "� :° '� �� r ry � The above specified L — h SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ARE Butler building addition Will rely on the adjoin- SEVERAL GENERAL ERECTION DRAWINGS CALLED -PLANO,RAPHS•. ing structure for support. It shall be the r sponsibility of the Butler SEE THE DRAWING MANIFEST FOR A COMPLETE LIST OF TfA:SE \\ DRAWINGS. Builder for selecting a qualified engineer to verify that the adjoining ?;is-.`...; .:a_;1„•"M_'�'i• rop' • - ..�^,'a t\ structure and itst foundation is capable of resisting all loads imposed by r: �.� ����.«." .:.�•.��.. the Butler building addition. .•.���'►.'1w1C-iii'.+M�{'-!M�.. � ... .r�,Ia�.�.?'Hit �r4;"K �;.• F,. .,r. .-moi{ .. .,: J 6-I• y• .r • 1 Q j"Y eve' Tt 1ARD 01 '_Tt-.r.]�k6�4i YJPy '..r4•f :. _ .+.4. �i •�rj/.,5 �!"�p1�,�7,e��E �,n r�>I/�f'� ...................... ........rr•..r•.,.•.t �. •` /� �'. ly ~ . 1 ~�._ - S T Vin•" • : "•^i'�'11/.'+, !"'ll' �.(,��► /�oy � "'. "•r •[ ,ice; 10 ,,r LC3: Follow .... ................................... ... : ` • Attach ........................................... o % Job Arl, ..rass2VVC>. —Sese 1;1;z - - 7J`l� `' NOW ` REVlS;ON N0. 1 REVISION N0. 2 _ BUILDER' PRO T, BU 01 ORDER DESCRIPTION, DRAWING TITLE �/}��/ PRODUCT OF THE AG FILE N0, DATE, DATE- ry� —� UROUPs V 08/18/88 DATE DRAWN 8Y• ORANI eT, B U •f L E R MAN UF ACTURING ----� ® SABRE CONSTRUCTION PUCET CORPORAf I ON 100' X200' X17' MRSS COVER DRAWING DRAWING NUMBERS REV, CHECKED 6Y, CHEf•cE0 RT, COMPANY ORDER ENGINEERING PORTLAND ORE T I GARD 25#SL/BONPH UBC 85 GENERAL OFFICE5-KANSAS CITY, MISSOURI SYSTEM 2#COLLAT • 088- 061849- 00 00 I~'1..1.1'P��rl .�, ..P.. �'t.�5..� LP .l..ti 5..��:::P 1..3 t..) .i. Pf:l J '•.� Ran/;�M decl OMNI - ' 7 , ji � � et e �� � � e � e � Sile � � i � i � � ' i i � e � t � t t � tit � t t � e � l_li IST �tj� Ill I-� ell tai ill 111 ell e � �' Ike epi ill ISI t01 tie tit tie tit epi eke int iii Ili � r epi T e i � � e e i i i � I � i � � .��' NOTE . IF THIS M ICROF I-MED2 `i 4 5 6 7 8 9 SIO a r' DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO .. QUALITY OF THE ORIGINAL d DRAWING. _ _ _ _ -----------—— --- --—-- OE 6Z 92 LZ 9Z SZ. tZ EZ ZZ 1Z OZ 61 of 1. 1 91 GI b 1 SEI 21 11 01 _6 9 L 9 S b - `�' ° - 1 �►�I�IIII�IIIIIIII1111111111111HII111l�e11��1111�1tltllnl'Itt��l����1����h�ul��������tt•wtl tlldlltt�lllullflll�I1111t+I1�ttt11�t11 etI�I�II�ilu11 u1111111�1I�tl rill ttIIIIIIII�ItI�II1L��IlIiIIIII�u�Il��1��1J,,I�.Ltlu�Il�etilttttl tlllltitlitlllllllll�"tlUlultlll�lllll��llulllul��l�lu,�l APRIL 991 •. i 4rPjP''li• .—.,. .3 VP __... ..•. a ... -�....... - .'ti° .. .?C _.. r +7 i• i•, � "....'.Y . ,rP .. .' t -l..gd•',Or: l )FI'• " L- c r .^�' :W. f ^;L PrP"' -'�Y e�dT.,-.,,„Wirr�,taslYlrnl' mx`�nFlAlldvenl>r�rlrti.R ,., . ,� .y 8hh.:ANCH'VT.-F7RiWMJfi'iFR'�^ML; ,i3r7Yad r._..�IHlf.t�A[ .,„1.NS.')4'AA"'A ar;:•P fF n..,•- ... ,n1�'A3FT?i'.w'S.,K,.1 PrF159,�.1(f,t!„iC3o.C:LL•fi IC Tr•7Fv.•.• ... R. �1NIel'fi4NYRfi7`T;•,a,tMrliFi�A'!'ih -:!I.•,,-1••T ,'-3_ • .;..vl.. r .,.,R � •, ”' .... s�rr�n z:n a _ h t• s qcp T f STANDARD NOTES+ EW 200'-0' — — A80006 TWO ANCHOR 90LT5 ARE REQUIRED FOR EACH C-SECTION POST WHERE AN BAYS 25' 0' _ 'S' C' 25' 0' ?S' C' ENOWALL BRACE ROD 15 CONNECYED TC THE BOTTOM OF THE POST. ABOOOf GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE rkA"E SOUARE. LEVEL. AND SMOO?H. 4'-0' 4'-0' ABOOOB ANCHOR BOLTS. NUTS AND WASHERS FURNIS4ED BY OTHERS. J'-O' 2' -C' 2'-0' 1 3' 0'' MA':- F3`08 O' I 8'-0' F. 8'-0' 8'-0' I A A80009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE. DO NOT A-it A�ii Asti { A HAND SET ANCHOR BO115• c r ' R: •',+.�q• 7 AB00i0 ANCHOR SOLIS• NUTS AND WASHERS MUST BE ASTM TYPE A30T. y' '" w44• `-, SOF _ 200'-0' A�II TYPICAL _ �� ;::�: ;,"•. `• yy+ • �. ABOO11 TYPICAL ANCHOR BOLTS MUST BE WITH HEAD OR 3' HOOK ON EMBEDDED END. j A]/I A]/1 A]/1 A]/I A80012 EMBEDMENT LENGTHS SHOWN ON DETAILS /.RE BASED ON LDNCRETE , STRENGTH OF 3000 POUNDS PER 50UARE INCH. 1 A]/1 AJ/2 A]/J A]/J • .- 1 i ,,.•,.,,•::! ,�• - _ _ AB0013 USE REINFORCING STEEL AG REQUIRED. PROVIDE FOR HORIZONTAL LOAD :A.j/r•„/' - - - - - - - - - - - - — - - OR NNCHOR BOLTS. t '• !IF A80014 CAJTION# RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL r,*•:'•, •.Aa` �'�' �» REACTIONS ACTING AT THE BASE OF THE COLUMN. 1N SOME i �'y r CASES. THE HORIZONTAL FORCE IS GREATER THAN THE ti, 1 VERTICAL. A FOUNDATION DESIGNED FOR A CONVENTIONAL ;-. 1 Ut/i 1 Asi/ I A]t/ 1 Ast/ STRUCTURE WILL NOT RE SATISFACTORY. FAILURE TO MAKE ADEOUA7E PROVISION FOR THE HORIZONTAL THRUST CAN i RESULT IN FOUNDATION FAILURE. fir •'�^ a+� t�'•`k~• s`t in in ABO015 NOTE+ FOUNDATIOA DESIGN AND ANCHOR BOLTS NOT FURNISHED By BMC. •4:• 3 " "`'��> �z.o«"++V' ti a ANCHOR BOLT LENGTH SHOWN IS FOR ESTIMATION ONLY AND PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION ' ' �'' . r >.• DESIGN ENGINEER. , , .. 1 A80016 REFER TO DRAWING C-104161 FOR BUTLERIB OR SHAOOWRIB WALL s4 ,�` AJ2/ A22� AJ2/ A226 BASE ANGLE INSTALLATION. V � T n Q I I I 1 Z O�. ..� ti• 1 'd,'.�->:�x... yet. J�,.:• LL.1 U o Li Nay.w�`�^ ► •G,�•v�.i¢��/�^ � '•r•. Y a in z C4 . al ,l• a:�f 1 I I 1 1 !'K '.� rl n � 0 0 r` �!, ;3 • env iv r _44 1 1 { I ow �y f��ar - ''+ =y�i•�`F�:r ver;. l UNIT 1 ANCHOR BOLT PLAN • REVISION N0. 1 REVISION N0. 2 BUI,OER, PROJECTS BUILDING ORDER DESCRIPTIONS DRAWING T1TLE� AG FILE NO, • ;•,.} ��� —�rr�� PRODUCT OF THE Y OME• DATE, �t _� _ GROUP, V DATE- 08/18/88 SPECIFIC DRAWN BY, DRAWN /T- BUTLER MANUFACTURING -� ® SABRE CONSTRUCTION CO PUGE7 CORPORATION 100' X200' X1 7' MRSS ANCHOR BOLT DRAWING NUMBERS REV. COMPANY ORDER ENGINEERING PORTLAND ORE T I GARD 25#SL/8OMPH UBC 85 DRAWING CHECKED Ey- eNECNEo /Y GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM 2#COLLAT D88- 061 849- 01 00 d. ' M �� � l11 �I111 � 111111 � � � l � l � I �-� 11 � , 1 � 1 � 1I1 � 1 � � { 1111111 I-� I � I �I �i�lli-� Ilr ( I I � I Irl i � l 1� 1 � 1III I � ) II � III ' 1lt � l l { lilltll � tll � ! I � Illllll � li � � l � � � � � ; � I � II1 � 1 T � II1 � 1 I � II111 I � I � II � I ►11 � + �1 ' , 1 11 I I 1 I i .,I I I NOTE : IF MIS IS M ICROF l LMED 2 4 •9 s „__._ 7 8 ,�__._9 �� I DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING _ - ----- 0 - --- -------------- ---- - , OE 6Z 6Z LZ 9Z SC tiZ E41 'Z iz OZ 6t f31 L 1 91 X51 1101 E I 21 11 01 6 9 1 9 S b E Z 13#4 �e11 1111��111 1111111�111��i��1��1�111�11111111111t1i1116f111t�11���11�1��1tNl���t�11111i11111111tillte�lilelee1��11�111111�111elfle��ell�leell�telelltel�Ft�11N�e�1t111i1e11�elfleeel�eetelee�elf���11��1���111'111 .U111�1�111111111�t1�11eliet�ll.ill ��ll�llu�l�u�llulell�11�1� 1991{ cp CP CFL) 200'-0' EW @AIS 25'-0' 25'-0' 25'-0' 251-0' GAME TrP.I MAT CN [OF200'-0' TYPICAL •j .. : A2!• 1 A31 I ASte I A!T• I Alle .. in N .. .'•... . ' � A226 ` A22e I A22• I A22� A21• .•w. �.� �.r ....,.. ._'..� •.►�•} � 111 •.- - r :. f �:.. - T < I I I I I Ld 0to I I I 1 8 N A221 I Azzs N An w p Li w i UNIT 1 ANCHOR BOLT PLAN REVISION N0. 1 IREVISION N0. 2 BUILDER PROJECII BUILDING ORDER OESCR(PTIONI GRAVING IITLEI AO FILE N01 Pf'ODUCT OF THE DATE- DATO a J�11'j (R; --• :7C SPECIFIC. GROUP' V DArE1 0Bi(eiee DRAA V- �� cDSABRE CONSTRUCTION CO PUGS" CORPORATION 1 00' X200' X1 /' MRSS ANCHOR BOLT DRAWING NUMBER, REY. BUTLER MANUFACTURINGCOMPANY ORDER ENGINEERING PORTLAND ORE TIGARD 25#SL/BOMPH UBC 85 DRAWING GENERAI- OFFICES-KANSPS rITY, MISSOURI SYSTEM 2#COLLAT 88- 051 849- 01 A CO Na.�ucr�sx,r dam-mrotl 1•MM*.ta�..4." +•r�PA;.•, a ---:.alrasR a r. r. pt � �}::.��, ` ,.,��� A ' _ .. _ 1 ..... ---•,..-.�....,,,..'... . --+,�.wn w....���"e`T. ,w�1�1r1!w •r^ . .«..1......�.,......,...•...w,... w+.r �. �•- - •? \ } . I 1 I I- I 1' � �1 1 1 1 I I I I 1 I I I I I I IM I I I c 1� 1 I I I I I I ! I I I I I i I I I I I I 1lil � 1 I I 1 I I III I Jill T I 11' � � � l � � llI � ilr � � ll � � l � p �I I I I I I I I I 1 1 l 1-1 1 ' NOTE : IF THIS MICROFILMED ! 2 3 4 5 6 7 8 'I0 I -- DRAWING IS LESS CLEAR 'THAN THIS NOTICE, IT IS DUE TO - d THF QUALITY OF THE ORIGINAL DRAWIPC. OE 62 BZ lZ 9Z SZ vz EZ ZZ la C'Z 61 91 L I 91 so '1�'I E I 4-,71 1 1 01 6 9 1 9 S b c Z 1 �t11I1I1111IlIlIIIIIIIIIlII111111111II1111I11u1111�11111�III1�11u11►:��I��IIIu�I111I�IlI11111111111.1111��1111fI�11111111111�IuIl11I��I11ilIIII�IlI11I1111i11i1�1111111uI1i11,�1111I���111u�Iu11�1�0111��1111111111II1111111111111111i)�1�����1111�1�.111��11u�lU�l�i APRIL 1991 lot T . t ;t a; P 4 BRACED BAY REACTION - UNIT I ENDWALL BRACED BAY REACTION - UNIT i ENDWALL POST REACTIONS - UNIT 1 ENDWALL POST REACTIONS - UNIT 1 FRONT ENDWALL REAR ENDWALL N Ham— H I ( f I f V V Y V V r r Y r Y V Y '` t; ,•,'.:�r,�� Vit' cb cb cb SIDEWALL BETWEEN H V ENDWALL 11 V ENDWALL REACTIGN TYPE H V ENDWALL REACTION TYPE H V ' GRID GRIDS GRID GRID GRID `'r ++��!'�¢M�,,a,+.��'TTlP•„ �„ •,•.,�.'�,. 1 7 2 I OL • 1/21.1 • W 1 7 9 DL • 1/2LL • it _� 2 �51" E S-6 8 6 9 J 2 I OLLL 0 10 9 • Dl • LL 0 10 i''. _' ':. X� �-1 ,�,,,• ) -- OL LL • 1/2WL ? 8 9 OL LL • 1/2W1/2WL 2 8 ilk FRAME REACTIONS - UNIT 1 FRAME REACTIONS - UNIT 1 FRAME REACTIONS - UNIT 1 FRAME REACTIONS - UNIT 1 �� `''';G}'�► c� ,' DL + LL DL WLL DL + WLR DL + UPLIFT J. 3. t i ' w .r•.-•;c M :'tea.. HL— Me— H+— H. 14--- HR Ha-- 1A rl V2 rl r2 VI V2 w -r -.. x •e►t,•,'.j' 7T,+•T _ w K w K r1 r2 w >l 3r 1 rt dD cb d d CjD dD ! . R • �� u(" FZAME RATIO k1. VL VR HR VI V2 V3 Y4 V5 V6 V7 V8 r9 110 111 Y1 FRAME RATIO HL YL YR HR VI Y2 YJ Y4 YS r6 Y7 Y8 r9 Y1 V11 Y12 FRAME RATIO HL VL VR HR VI V2 V3 V4 VS Y6 V7 Y8 V9 V10 Y11 YI FRAME RATIO HL YL VR HR Y1 Y2 Y3 Yd YS Y6 r7 Y6 Y9 Y1 YIIV12 m•R' Al a r..+` t'1 � AT CR1D5 DL/(DL•LLI AT GRIDS OL/(DL•LU AT CRI DS Dl/(DL•LU AT GRIDS OL/(001.0 �`'-�� + " "` w�f• 1-9 0.000 1-11 S 1 S t 1 134 135 2-8 1 0.000 -4 1 -2t 2 1 -4 1 -I 1-8 1 1 1 1 1 1 1 1 1 1 2-8 0.000 3 1 -J 5 -8 -J 2-8 0.000 1 2 1 S 13 31 2B 32 133•`�_.," ..., _ _ •_ fr:.+�.y.'.,.=.•sem• T IF-� ; x ' r FRAME REACTICINS - UNIT 1 = s• DL + . 5r_L j WL ez HL~ HR— x �• i M �n �� s M V 1 V2 M -- —*gym.r N' ;•A .� `..idD cb a = nr�. FRAME RATIO HL VL VR HR VI 12 13 14 15 Y6 Y7 Y8 V9 V10111112 AT GRIDS DL/(DL•LL) -'• *= ; 2-8 0.000 1 3 3 -1 S 9 14 ., x -:- ti•4 ::! -'y1•Sy -Y _'-''•� = �• REACTION NOTES= 1• THE REACTIONS ARE STATED IN KIPS. (I KIP 1000 POUNDS) } 2• NEGATIVE (-) REACTION INDICATES DIRECTION OF REACTION IS OPPOSITE TO ARROW INDICATION. t #��'%''r'��a�'•"ti�• ` - 3• THE REACTIONS SHOWN MUST ACT ON THE FRAME IN THE DIRECTION SHOWN TO MAINTAIN STABILITY. THE REACTION ON THE ANCHOR BOLT OR FOUNDATION WILL BE IN OPPOSITE DIRECTION TO THNT SHOWN BY DIAGRAM. 4• TO FIND DL (DEAD LOAD) FRAME REACTIONS. MULTIPLY GIVEN OL + LL (LIVE LOAD) REACTION BY THE RATIO OF DL / (OL + LL) • 5• MOMENT REACTIONS ARE STATED 1N INCH-KIPS AND ARE ASSUMED TO ACT IN EITHER DIRECTION. 6. REACTIONS FOR INTERMEDIATE FRAMES ARE FOR ENCLOSED BUILDINGS ONLY. REVISION N0. 1 REVISION NO. 2 BUILDER, PROJECT, BUILDING ORDER DESCRIPTION, DRAWING TITLE, AG FILE N0+ ��� �/� PRODUCT OF THE DATE, DATE• (JU U LhrLlbUCS -• --—T � GROUP+ V DATE- 08/18/88 DRAYM eT. ORAVR er+ BUTLER MANUFACTURI k! G +� ® SABRE CONSTRUCTION CO PUGET CORPORATION 1 00• X200' X1 7' MRSS SPECIFIC DRAWING NUMBER+ REV. COMPANY ORDER ENGINEERING PORTLAND ORE T I GARD 25#SL/8OMPH UBC 85 REACTION DRAWING LHECREO er+ cNEcrcEO er, GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM . 20coLLAT D88- 061849- 01 B 00 ,e1,:': ;: > ,.-^•.M_....�,-... .. ., x......:... ,.y.,:,r.•si- .. .,rd (+�h "p�µe°.•eM�i,r+ 1!N,cr hr Pf-,: 'ltY $w•,_ -+If'Mrihi .Jw,^�-^y`'�r'�9k,!tti« :^..,_•,:,.r..; `:',,, •,•,, }:1� ,.. 'MOIIfMb+M" . - �} +A" CF6 �� M:�' rnefnh't!.+r�t''rmi r. �cDpe ��' ..,K{..,. _ .. ........ .... 'N,.,.,,. :� .. :....... „ : J,,nk'»�# •,..�a�6ea:tij��ta.+,�lyel�p+,ri..ama..+w+.r•.�,r.s.W,,,yiw;;r:a,eiy�,..;yy:z-:.-Tr�1�Me�„.g,.-a.,,��._.�:...:w-.. .. ^*rov�wger�tw�.u. vwe•wc�-.;:sir.-�ernxn�.w2rme-•”rA*rar.�amaex+aca.Aew�i+•�na+ae,.:•-. ,,,;.,�..w....,�,r+s�F�•r�•�;�4rw:+,�a�r.F-c;;sr4�y�""'*'^—.... r,,'•.......a•- •,,y„-..,.... ,,......�. ....,..,.,.,�... .•.-._,.._. ,,... _ i111w` 1111111 ! 11 ' ll � IIIr•111 111 111 1111111 11111 ! 1 i �111 � 1 ! ( I ' I�1 Jillp 11I ISI { � I � I � I111 1111111 � � 1 11 1 111 1 1l 1 � IIIII 111111 � � 1'11 � 1 11 � � � 1 � Jill 111111 � I11 � 11 II � IjIjI-j,.1 0 2 3 4 5 6 7 8 9 10 NOTE IF TH iS M ICRI)F I LME D t1 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO ' THF QUALITY OF THE ORIGINAL ) DRAWING. pE 6Z 92 LZ 92 SZ v EZ ZZ IZ OZ 61 of Ll 91 91 b I El 21 11 01 6 e L 9 S b E ��!111111111IItllllllllllllllll�lrlll1l011It�1111�Illlllli��llullllll�tt<�hlylll�s> 1111IiIIIIIIIIlIl11lulIli IIIIII1II111111111111111111Will 111uI1111W1,011m11IIIIII 111111Id11IdIll1l111111111�1IIUI�II�I�UII�l1I1111II�IIIIIIIIIIIIII�IW�11W1!lllllllll�!!�1l11��1ll�II�►,�1� s:D[YALL SI CE VALL 9 1124 91/24 S Ue• �ANCNOR SONS 1 vP 11/r• 1 PROJEC LEO rr B1/4'SXPRI} XCNDO2R ]A' aPRI]' CXCOR OLOCIE0O 0, 2 - 3144`14 M PR1]• no e]/A• a Ip• NCHOR pAXc puS PROJECTED »CRr IIII o II II II � a II II M a I YII R I- _ FRAME IAOYALL SECI IDR FMpYALL SECTION EMOYALL SECT IDX FXpVRtI S[C110X DETAIL 4226 INTERIOR COLUMN DETAIL RJ5 CORNER POST (LEFT) pEiALL A2J6 CORNER POST (RIGHT) DETAIL A245 IN TERMEDIA7E POST (LEFT) IN TERMEOIATE POST (RIGHT) SIHRLE 12' PpSI SIXGLE 12' POST SINGLE 0- POST DETAIL AN6 SINGLE 12' POST Ip' + J 1/2' �/2• OR 1510E WALL -VIII ( ENDYALL ` - 1 ]/4. 1 12' ]H' S 12' I 1 1' DIA. r — , AIICHOR BOLLS ANCHOR BOLTS r — [OGF Ji I AXCHOA BONS PROJECTED 2' PROJECTED 2' FROJECT EO 3 /2' >7 FOUNDATION 1 I ^ FLOOR a a I LINE L — J J1 I ]/4' Opo] WIDTH DOOR YIOTN I 3/4' ^ 2•I 2• FRAME DETAIL A391 9' DOOR POST (LEFT) DETAIL A392 i 9• DOOR POST (RIGHT) "JC7I OX A41I TTP. SECTION AT EDGE OF FOUNDATION DETAIL ASI6 SIDEWALL COLUM ,•r — - _L'_ UN-XOCxEO BASE __— ry Is REVISION NO. 1 REVISION N0. 2 PRODUCT OF TXE BUILDER- PROJECh BUILDING ORDER DESCRIPTION, DRAWING TITLE, AD FILE N0- oae Rae• �R7 � GROUP-- Y DATE- OR/IB/BB oNAVN 41• oNAa n' BUTLER MANUFACTUR I N G � m SABRE CONSTRUCTION CO PUGET CORPORATION 100' X2OO' X1 7' MRSS ANCHOR BOLT oRAviNc NUMBER. REv. COMPANY ORGER ENGINEERING PORTLAND ORE TIGARD 25BSL/BOMPH UBC 85 DETAIL SHEET w¢Nm u• cxaam 4+ GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM 2+couAT 88- 061849- 01C 00 PERMIT NOM Elt_!I`'8881672 - . r ,► I�1111 ►ig111111I111I11 � 1111 ' 111 IJ 11111 1111111 111111 111111 fl111r1 1111111 11f11 � 1 Ijlll � l 1111111 IIIII � I I � III � I IIIII � I Illlllq II � IIII Illllq � II � III � Tlglllq � Illigl IIIIII � I �Iq �q �► NOTE : IF THIS MICROFILMED 4 5 S 7 8 9 10 11 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. 16 - ------. _----- — -----_ _ .. - - ----------- OE 62 92 a 92 se fpz Cz zZ Iz OZ et 91 LI 91 51 bl c 21 I1 01 6 9 c 9 9 r 1p IE z II'".`'a k E�t11VuhlnlHniHNlwlhH�l�udnl►�Uuh1uINHIIwIgad�on�mlw��uNh(NIIUIIIUIIVU�IUIlu11111!IIIUIl1u1111�IIIuIiUIInI1�NitItlIIIH111111IIIIlIIuI�nNlllli1111111111�1U1�UU�lluluollmllnnhl111n111)WINBIp1LIW�UUl11!l�11UI11UIIUlNW� APRIL 11 1991 1 - tet. {, � •, - lb r PART SCHEDULE _ I( j PART NAtwi PART NUMBER PART LENGTH WORK • 50 ' _EXTf RIOR COLUMN V1413.10 16' -!1 1132' 52 L^_ ROOF BEAM V14040 3•-10 25{32' I 53 ROOF BEAM V145_O ?0'-0 t/`6' i 1'-10 1a '16 55 ==-INTERIOR COLUM� 114160 r '5' 4 7/37• 1J 5'-2 7/16" B SPACES AT :6 RJOF BEBEAM_ V11d70 30' 0 3137' wC ��ElGit�y 9 SPACES AT ,6•• - 3'-11 7/32" 58 ,RJOF BEAM VI4dN0 1 33'-11 23132' ,. 5 0 1 16" 80 INTfk10R COCDI.uMN V1489) 16'-5 21/32' 1 ;M,.• t!sy 3'-t1 1 32" r �+ — A•w y PURUN I i. • ti FLANGE 2 Q �ONS _T c� �J 12 ORALES Q 1/4F— BOLTED CONN_EC T I ON SCHEDULE "`,;I �" '"' ' #,:•,, n.: ` U QUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL mo e ` yE `.?� x`t lJ A 04 097281 S/FXt-1/2 BOLT A32STI 095233 1 .� ►��'� :� 0 L-Cso1 a 8 OB 097282 S 8X2-1/4 BOLT A]25T1 095233 1 M RR• N •:�-. :�:.� P 32 s3] so] p C 04 04_72-84-- '/4X2-1/2 BOLT A325' i 095235 1 0 02 097282 15/8X2-1/4 BOLT A325T� 095233 1 • 1 X' � ' �, �v�.�h�� io � 160 u1 s4 FLOOR (ss ;j ► LINE tso] 'f' _•� I0 F_aNGE BRACE SCHEDULE FIELD . �Jr.Str' INT. COL INT. COL w,�t ••, ?S'-0" O PART NO• DIM. IT, DETAIL WORK SW 1001-011, swi Y .-X- •: 2 005679 2'-4 1 C 02 7' • 3 005142 2'-4 1/?' C004 UN , T 1 FRAME ELEVATION AT GRID 2 4 005742 2'-4 1/2' C002 �.•l �Y yh ' r -` ♦ „A tit 5 005684 2'-4 1/2' C002 �»f :.. a 6 005684 2'-4 1/2' C004 I FLC002 4417 + k• - ��,# t 5'-2 7/16" S SPACES A T 9 SPACES AT 3�- •� D 1± 7/32" 3'-11 1 32" 5'- 1 161. ,�. ;5 PURUN 1 t LOCATIONS FLMGE q) _•yc= 1 QA Q 12 S3] SO] _p a•Yn� ar ,. � ;. aSsx"istrt?Y. r, .+� ►1 �FFT�Is� 7� FLOOR (ss a. .r .►" y .+..'«.r' ;s.:# ^ L I NE 3 so] A7 'y1 ;r' • INT. COL INT. COL • , �'•' S0'-0' 25'-0' SW 1001-0 dD iW fa.Y aq.,. ♦ 1 IF '41. J ate_ V•t, uu t ' A _:. a t UNIT 1 FRAME ELEVATION AT GRID 3 • i I�>• ' - REVISION NO. 1 REVISION NO. 2 BUILDER, ?ROJECi1 BUILDING ORDER DESCRIPTION, DRAWING TITLE, AG FILE N01 crlwjli�_fi _�� � PRODUCT OF THEDATF� Q GROUPS V DATES 08/18/88 CRMO eJ� DRAWN BY 8 U TL E R M A N U F ); C T U R I N G ® SABRE CONSTRICTION GO PUG=T CORPORATION 1 OO' X200' X 1 7' MRSS INTERMEDIATE FRAME DRAWING NUMBER, REv. - « C-ECAED BY CHECKED BYE COMPANY ORDER ENGINEERING PORTLAND ORE T I GARD 25+�SL/80MPH UBC 85 ERECTION DRAWING GENERAL OFFICES-KANSAS CITY. MISSOURIMONSOON SYSTEM 2+�COL L AT D88- 061849- 02 0 0 M �:::'(::..1•t'1`'I .�. ..1.. I•a.i�..? „ I:,'1...11:.1{.,,; ': {..••; •. 1 r c,,.r,. .....,.. '! °'. ;. i ! .:.. ..._.. .._. ..... INM''.. , M.lR. 4MIIIlVA1P'R: r.: ec7gNt•.w,afi'.,..y„Ih` a"5 'd�?MMhxM.aw,:,`«7?a•`m, y, �M... f •� • - .. ,.... ,-.. .. .. ^:e:.,,_,- ••aayt.�.....:•f�7�:X:♦r_ 4 `� - i461,7f�uR.,'X16”.u�fUm'�1��xn^tMleaadM�:�clCtt�^'4MrMP,'.•�t�MSR�AIUfEtffi?1it@aAE11tiKi16''Ai 2TY1�fPS!wYiulBYe. .. :. '..'3'.'".••"_7.`.` 'Lt'a.A:...«fii:- ' •'111'V'lrRR"�!�►t: `+�I +'R!!pn.M•'^+.c.-+.rMn.. ._., • xe-�.�w�b+.w..:,.""....._«,. .. - ...i._..„.,.. ._.,-,..�..,n,�•,..«........,.,.......... * _ ..__ -.- - --+ ,�. n 6ir � ris* tti � t � ri-�t � r1 t � l ( I � i t � i � l ] I t � I � tlt � t � t � � t � l �•I-fit t � r � l ` 1 l � t , r � t t � t � t � r rtr � rtt � tr � rlo rtr � rtr 1 � r � t � t rel + rtr rtt � rtr , � ir � r' I � I 7 NOTE : IF ' HIS MICROFILMED --- 2 4 5 6 ? 8 9 10 { DRAWING I'S LESS CLEAR THAN THIS NOT IGE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 82 [Z 92 %Z tiZ EZ ZZ iZ 0Z 61 91 11 91 GI ti l 61 21 i t 01 6 9 1 9 s b E Z 1 ��!Illlll�rtlllrrrr�rtrrlrrrrl„rrlrrrrlurl•�, tt11111ItINlrtulrrr,ir,t,�rrul,iu�irluitltrll�t1U�11�,ltllllllt�ll!Iltttti111111�111r11��1111111111111ia�#'f1�t111�t1��llull,tlll�l1�1�11rl�ult�lul�U�� �Itrlttttltlrrllrrr�lrrl�lt1111�111i�Ull�.�t11�1 APRII, y 1991 r dL • 1 p�d�ww'eeNNVF R. .. 2..1..• .. r tlN, j . �!' PART SCHEDULE ( ] PART NAME PART NUMBER PART LENGTH FIELD AL 501 EATERICR COLUMN V1483U 16,' -11 1132' —� 51 EXTERIOR COLUMN V14831 16'-11 1/32' 52 ROOF BEAM V14840 13'-;0 25132' 9 SVACE AT S'-1 7/16" 1'-10 11/16' 53 ROOF BEAM V14851 0'-0 1/ 6' 8 SPACES AT 54 ROOF BEAM V14851 20'-0 1/16' �'-t 1 7/31" A'f 5'-0 t 16" _ 55 INTERIOR COLUMN V14860 15'-* 7132' y-11 1 32" 5'-0 1 16" 56 ROOF BEAM V14970 301 -0 3132' PURUN 57 ROOF BEAM V14871 30'-0 3132' LOGnONS 1 SS ROOF BEAM V14880 _33_11 23,,32* nMGE 1 Q 1 Q O ry O 02C 59 ROOF BEAM Y14881 ]J'-11 23132' --J 12 BRACES 60 INTERIOR COLUMN V14890 16'-5 21132" $31 >•] Sol ° BOLTED CONNECTION SCHEDULE + ;• ;..� D •9 B b O OUANTITT BOLT NO. LESCRIPTIDN NUT NO. DE'AIL ��• io :' A 04 097281 5/8X1-1/2 BOLT A325T 093233 zJ LINER so] Css Eso 8 08 397282 5/0x2-1/4 SOLT A325T 095233 _I v C 04 097284 3/4X2-1/2 BOLT A325T 095235 „� . ; W ,�•, - �,+✓� Ile 1/4* � 0 02 097282 5/8x2-I/4 BOLT A325T 095233 � �•K + INT. COLINT. COL . :,N 25'-0" SO'-0' 25'-0' s - SW 100'-0' SW /'� F;_ANGE BRACE SCHEDULE - . A l J Q PART N0. FIELD . UNIT 1 FRAM` ELEVATION A T GRID 4 1 FLC001 DIM. •r• DETAIL WORK 2 005679 2'-4 1/2' C002 �wr 3 005742 2'-4 1/2' C004 ~ ' 4 005742 2'-4 1/2• C002 S 00684 2'-4 1/2' C002 s-,,,x.,•14 5 005684 2'-4 1/2' 0004 _ 7. . 7 FLco02 a 1-10 11/16" 9 FL0004 5'-2 7/16" 0 SPACES AT ,yTY 9 SPACES AT 1/16' 3-11 7/32" h 3'-11 1 32 '-D 116" S'-0 5 y:Y a PURUN `• �" LOCATIONS .,i2C FLANGE (4 g 5 5 5 6 S V 0 12 BRACES (�2 s - s93 ;:.._ 323 $4] 373 ^• 16 "// „ FLOOR Css co LINE -{513 - - -�- s � 1'-1 1/4' x INT. COL 1,iNT. COL 25'-0' 50'-01 25'-0" .� SW 100'-0' SM - .~ dD dD " UNIT 1 FRAME ELEVATION AT GRID 5 REVISIUS NO. 1 REVNO. 2 BUILDER, PROJECT- BUILDING ORDER DESCRIPTION, ORAWING TITLE, AG FILE NO, PRODUCT OF 1 HE DATE- GROUPS V DAtEs 08/'6/88 DRAWN B1- DRAM) e1- R U T L E R M A N U F A C T U R I N G --', ® SABRE CONSTRUCT ION CO PUGET CORPORATION 1 00' X200' X1 7' MRSS INTERMEDIATE FRAME DRAWING NUMEIERo REV- COMPANY ORDER ENGINEERING PORTLAND ORE T I GARD 25#SL/80MPH UBC 85 ERECTION DRAWING IC,,ECKED OV- CHECKED BY- GENERAL OFFICES-KANSAS C17Y, MISSOURI SYSTEM 29COLLAT 88- 061849-- 02A 00 ....1'''`.�'l .i. 1 1'•1�..� ..4 i f'• i"} l i .z::. oA • '.,yr ....mr» a.r�++uwmc�•, Im.,1u....,:..,;S,.artm,a'�Wsay,r-^oWY,>x,....-..,a�lr: w•.. �a- ..,.a ..,,,- .. ,,._ - _ .. .. -.... __ _ __ �� Ill � f•illlll � l 111 ' 11 � I111 '�111 I � I ' I � 1 � 1 � i � l � l O � lil_� I 1 '1 � I � i I � III�1 l � III � I I � I � til I � tll � f I � II1 � 1 I � ill) I I � II1 � 1 I � i � l � l 1 � 1 � 1 � 1 III � III � IIIIII � � 11 � 1 � 1 T � 1 � 1 � 1 I � II11 � 1 � 1111 � �� I � 1'��{" 9 NOTE : IF THIS MICROFILMED ( 3 '4 _ 5 ? 8 9 11 DRAWING IS LESS CLEAR THAN r• �' THIS NOTICE , IT IS DUE TO i THE QUALITY OF THE ORIGINAL DRAwING. 0E 6Z 82 LZ 9Z SZ tiZ EZ ZZ IZ OZ 61 91 Ll 91 91 V1 El 21 i I 01 6 6 L 9 9 a E Z 1 ��• �r11�1111�1111�1111�1111��1i111Ir1��111�111t'1.111�1111�1111�1111�111�11>Il��ialiiir��111�111111111�11111111I�Ii11�1111�11�111111�11111III1�111��1111�11II�IIII�I�IIM11�111t�1111�II1I1111L�IlIIIIIII�II11�lIli�I���I11101��IIII�1111�II11�IIII�II111111�1�J111Wl1�11�1111�II�11!!�� APRIL 1991 wo ,_ . - - - ._ .�... ,..,�-�► w._ .fir.'•-......_ PART SCHEDULE [ 3 PART NAME PART NUMBER PART LENGTH FIELD , YORK 50 . EXTERIOR COLUrN V14030_ 16' 11 1172' 51 EXTERIOR COLUrti V14831 16' -11 I/32' 52 ROOF BEAM �� V14840 13'-10 25/32' I S'-2 7/16" 8 SPACES Al 1'-10 It/16" 53 ROOF BEAM V14850 20'-0 1116' 54 ROOF BEAM v14d5i r 0'-0 1/16 � SPACES AT S'-0 1/16" _ 3'-11 7/3T 55 INTERIOR C7LU_TF _MN V14860 15'-4 7132' +� 1 Ji" 56 ROOF BC AM V 1 4870 30'-0 3/32' t' f '. •" ;, '. } pURUN 57 RCOi BEAM YI4871 30' 0 3/32' ►'-�+ '�* A'� ;A,,. LOUTIONS 58 ROOF BEAM Yt4880 331 -11 27/72' --1 View- -4 `.• +l• r "► . '•, 59 ROOF BEAM V14881 J3' I t 27/72' ,2 BFIANG RACES O O `� O 60 INTERIOR COIUMN v14890 16' -., 21/32' FJ'� 1 y �'-t_ F� � t + + + • f + el �► 4$93 BOLTED CONNECTION SCHEDULE p` > r •,r, . , a� s23 p 343 ;wzo,k: �+� * y - 10 b Q OUANTITY 30LT NO. DESCRIPTION NUT NO. DETAIL ` •`r 'E '� A 04 097281 5/8X1-1/2 BOLT A32ST 095233 ' ' '►' r FLOOR is Ceo 8 08 097282 5/8x2-1/4 BOLT A325T 095233 i ' r.�. ''',N / +. ,t LINE-, sl3 C C4 097284 3/4X2-1/2 BOLT A325T 095235 i w � W 1 � � D 02 097282 5/8X2-1/4 BOLT A32ST 095233 I x ' INT. COL INT. COL 25'-0' 'fir•¢ . Mr :" - c n• su FLANGE BRACE SCHEDULE SY too' F `� D `_tD Q PART NO. DIM. •Y' DErAIL WEAK A ' -•yawl ,.' .� A O UN IT 1 FRAME ELEVATION AT GRID v 2 005679 2'-4 11/2- C002w v,�} •.�„� 3 005742 "-4 1/2” C004 4 005742 2'-4 1/2' C002 • �'' S 005684 2'-4 1/2' C002 ar;' •> r. «' _ 6 005684 2'-4 1/2' C004 7 FLG002 c•rt+' 8 FLG003 1'-10 11/15" 9 FLG004 S'-2 7/16" 10 FL0005 SS0 1E55T p SPACtiS AT i 3'-11 7/32" • >�h�tr_ �" mow, " y-ii S'-C 1716,. ,(� -� 11 FLC006 P UN UR 7 o �•�;r�,y";� r.,•;.:.a,�^t FLANGE 12 BRACES ''' ,�°�„•x��: 593 �� 523 D 533 Sea _O �a."K„+y� a r� i ..:s '."�q'L'-•_'��'$OA sD 111 FLOOR C 53 Cao LINE {NO3 11 1'-l 1/4' INT. COL _ INT. COL 25'-0' SO'-0 2S'-C' FS W4 lool-01 dD UN I T 1 FRAME ELEVATION AT GRID 7 �y r'`�=�teLr' ., -• 4.r, jt'E'.'K• k c r PROJECT BUILDING ORDER DESCRIPTION, DRAWING TITLE, AG FILE 401 • REVISION NO. 1 REVISION NO. 2 � PRODUCT OF THE BUILD.i DA-_� cArE• �1 U'L�in� _—_ __r GROUPS V DATE, 08/18/88 o��.. e+ �AA�a ST- BUTLER MANUFACTURING ® SABRE CONSTRUCTION CO PUGS f CORPORATION 1 00' X200' X 1 7' MRSS INTERMEDIATE FRAME DRAWING NUMBER RE'v COMPANY ORDER ENGINEERING PORTLAND ORE T I CARD 25SL/80MPH UBC 85 ERECTION DRAWING ��11 r!�� cl-F"(0 Nrr CMECKE] BY- GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM 2#COLLAT D38- 06 1 841J- 023 0V � .. • ' t ' I I ! I I i I I I 11 III III I I i .� I III I •I I III III � It tip t (� Int i ( t t �`1 tl � III SII I ( I tlllil tlolil � � IIII ) t trt tll � it t ( � Hili � � I � I � � � � std � � � � T � � � � I � � t � � I � � I � I �� � i �tr ; NOTE : 1. F THIS MTI;ROFILN'ED 7 9 ID 11 �14l���� AI ■ .�:.�IwIA t w'r'y y DRAWING IS LESS CLEAR THAN THIS NOTICE , IT I DISE TO THF QUALITY OF THE ORIGINAL DRAWING, dE 62 BZ LZ 92 SZ bZ EZ ZZ IZ OZ cif BI LI yl SI bl EI ! I I 01 6 B 1 9 S b E1 - IZ ! ` ►��I�t��l����l����1����1����1����1����1����l,Ittltl�tlttltill��l���tl>,���„INI��„���I����I,tttll�tlil�rl�tll�lel�lltt��lt�ttltt��l�tlllli,��ltttl,lttl�tl►1����lrlllitllllltlllll�iilllLllll�illlIIIIIIi111111111I1�111���tl��ttlttitllllllllll��WitHD#Iu1�1.1U1111lltLll�11,UIIIuII�I,1�!!# • APRIL °� ,� two, ;�: yrµ t t"t r - PART SCHEDULE _ _ C ] PART NAME PART NUMBER PART LENGTH FIELD . --WORK 50 EXTERIOR COLUrrvt483J 16• _1 , ,/32• , 1 52 ' ROOF BEAM V14843 13'-10 2S/32- 53 ROOF BEAM v14850 20;_0 1, 16' 1'-10 11 16" 55 - INTERIOR COLUMN V14860 15'-4 7/32 ' �'-� 7/16" / 5C ROOF BEAM V14870 30' - 0 3/32' 9 SPACES AT 0 SPACES01/ a 3'-11 7 32" Se ROOF BEAM 3'-11 1 32" S.-0 t 16" S'-0 / V1488 23/0 33'-11 32• r^ PURLN LOCATIONS ( 60 INTERIOR COLUMN Y— 16' 141 -5 21132' — V O DO 0 0 GC70 O O e FLANGE �y 1 :� 12 BRACES l 1/41 C2C T r r r r r r — BOLTED CONNECTION SCHEDULE � - • ULE Q OUANTIiY BOIf N0. DESCRIPTION NUT N0. DETAIL 4 s�] c A 04 097281 5/8XI-1/2 BOLT A325T 095233 !s] !11] B 08 097282 S/8x2-1/4 BOLT A325T 095233 _ _ J ...' �� .-•�.;_�:,��Y.y:'tl-+,,.• :,,1�,;; C 04 097281 3/4X2-1/2 BOLT AJ2Si 095235 \ •o D 02 097282 5/8X2-I/4 BOLT A325T 095237 a I FLOOR C ss LINE !oJ C4a W _=: -?: ;,.,. 2s•-o• INT. CDL INT. CDL FLANGE BRACE SCHEDULE •. zs•-o• -- . ',,�, I SW100'-0' Q PART N0. DETAIL FIELD . --- SW DIM. •T• WORK dD Cb t FLCOOI • `t;+-�' - 2 005679 2•-4 1/2' C002 UNIT 1 FRAME ELEVATION AT GRID 8 3 005;42 2 -•1 t/z- 0004 4 005/42 2•-4 1/2' C002 _ 005684 2'-4 t/?' C002 6 005684 2•-4 I/2' C004 - ►' bred_,''- •...t+ 10, FLCO05 r: x,�:•y �� 'i�l 11 1 FL0006 er 7Z) E,</57;A,/4 &x oi�l EA,-,nA'b aC.Cala f�itAlE �j g , -- -�. 415E g 11 ` r 31.4'95 43Z:57X= I s/4 - - .- NT5 y = 2111 A hA 0 - U17A _ l The above specified Butler building addition will rely on the adjoin- ing structure for support. It shall be the responsibility of the Butler '. Builder for selecting a qualified engineer to verify that the adjoining � 1= TA iL A?- structure and its/ foundation is capable of resisting all loads imposed by the Butler building addition. CL>N�Ecn� Tu FxrsnA/c, 13L,061 REVISION NO. 1 REVISION NO. 2 OATEN BUILDERS PROJECT/ �A-r, PRODUCT OF THE BUILDING ORDER DESCRIPTION, DRAWING TITLE, AG FILE NO CROUP/ v DATE, 08/18/88 D11ArN erg %'IAn !r' BUTLER MANUFACTURING -� ® SABRE CONSTRUCTION CO PUGET CORPORATION 1 00' X200' X1 7' CNECKEOBri MRSS INTERMEDIATE I ATE FRAME DRAWING NUMBER: ORDER ENGINEERING REV. PORTLAND ORE TIGARD 25#SL/8OMPH UEC 85 ERECTION DRAWING GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM - 2#COLLAT D88- 061849- 02C 00 -'• y ��IMBt� ya.e�c k •.--� :i:..,.•,,,�,,,.f.-r�i.yy.:.I..:.�:�•Il,�llj!-.l4MYW'lN.. ��4"•w � '"�1° �. ��d•�� waw. �°'' "• Il � �� lllllllllillll ' � 111 �+111�111 � 111 � IIllllll11I IfI'l1111-Iif� Fri / IPI11I II ti I I I i � ll � lf I � IIIII I � Ili � l IIII1 � 1 Iltllll 111 III III III III Ilt III III TII 111 III III III III 011 IRI� � i � I ) I � I l l � l � l l l � l � i ,� NOTE : IF THIS MICROFILMED .� __.. I 3 4 5 i' 8 9 110 DRAWING IS LESS CLEAR THAN 1 THIS NOTICE , IT IS DUE TO THF QUALITY OF THE ORIGINAL ` DRAWING. • �- - - _ ----- - __ ., OE f►t BZ a 9Z SZ bZ C - -ZZ 1z 0z 61 of 11 91 51 b l E i Z I I I 01 6 B L 9 S b E I "'"• I , 4, APRIL 1991 • rI►!1111111111�111111111�111111t11�11111111��iII111111ItINIitll�illt`utt�tNltttt�tlllillltllllllllllt�l�li110111i�llll�llll�llli�llll�lllll1111111t�llll�t'll�tlllllllllllll�llll�tllL�tllllllll�tll �lllf�lll 1 II�IIIIIIIIIIiI1111111�IP 1 ,,1111111 II�1W�lll�IlU�1111�!!ll�ulllU�llllIl � TDP / OUTSIDE Y•- DDIIME—NSION I DIMENSION T DIMENSION I FL AN CE NODI 6EM Pull, ROOF zrq Pull,IM CAM tniC[NESS P7 .A BO110X / INSIDE / PURLIN " ` FLANGE A- k�. '•� .� H - SECTION ------------ ------------- DESIGN INFORMATION •�`- '} PART DESCRIPTION BEND U ' FLANGE BRACE BEND UP BEND UP •y ROOF TOP FLANGE S' a .IBB- FLANGE BRACE FL FACE BRACE q .w A [ BEAM USE (2) IR• a 1 114- F /P USE f11 1/3' l I I/1' V14810 BOTTOM FIAMGE 5- I .IBB' N[a. BOLT (095085) MO _ 1/Y MEI NUI 10950]21 NE%. BOLI (095085) AND YES THICKNESS .HO• I/2' NEO. NUT 10330321 DETAIL C002 SINGLE FL AN OE BRACE CONNECTION DETAIL 0001 DC'JBLE FL AMCE BRACE CONNECT TNT • ?[ PARI OEPtH 2p' USE SECOND NOLE AT Pull 1Y CONNECTIOx U6E SEC0110 MOLE AT PURLIN CONxECIION ' < ,,'Y"•w'1< � ,���8��fT^Sr:"� BROOF EAM TOP FLANGE • 6• % .250• � " ' •f" '11850 BOTTOM FLANGE 6• a .230' •�"[ �.. vh` ' WEB TMtCKMESS .IBO' ._•' ^ .t ' PARI OE PIM • VARIES 20- A 0' TO 21' SEAM TOP FLANGE 6' % .250- SEAM 250' BOOFEAM ' 1851 BOTTOM FLANGE • A- i WEB THICKNESS .IdD' • aaii'' ,_ i PART DEPTH • VARIES 20• TO 21• x - ROOF TOP FLANGE • 6• Y .250• • ''' BE AP. 920 BOTTOM FIANCE • 6Y .219' WEB THICKNESS .IAO' - l0V END t0 30'-O' FROM LOW END �[ j,;, f..r,p, [f 'y .160• - 20-0' FROM LOW END TO NIGH END 4�• '�'� PART DEFN 24- A OOF 1•ROOF TOP FLANGE 6- Y .250• 80fi0n FLANGE 6' % .21 p• r BEAM N'Y-,may i 1 E. rI1B2l WEB THICKNESS • .110• - LOW END TO 20'-0• FROM LOW EMD '! .160' - 20'-0' FROM LDV EMO TO HIGH EMD PART DEPTH 21' } - Y'L ~ ROOF TOP FLANGE • 6' Y .JIJ' '11880 a CAM BOTTOM FLANGE • 6' a .JIJ' WEB THICKNESS • .180• - LOW END 10 20-0' FROM LOW END •� e'c"={� .J' _� .120' - 20'-0' FROM LOW END TO HIGH END PARI NG21• 35 N2L•-YM ROOF TOP FLALANGEE • 6' Y .JIJ' ~ 4T'�Y4i% y VIBIB81 807i0M FLANGE 6' Y .JI]' WEB THICKNESS • .LBO• - LDV ENO TO 20'-0' FROM LOW END ��.„^ _•• -Y ^. P]' •120' - 20'-0' FROM LOW END 10 HIGH END PART DEPTH • 21• iu2 + EXTERIOR OUTSIDE FLANGE • 5- Y .188• ( OLUMN W14830 INSIDE FLANGE • 5• % .IBB• YEB THICKNESS • .too- �-"+ PART DEPTH • 12' rt a. d' `�”.L's'F:"'>•! `S ' i EXTERIOR OUTSIDE FLANGE S' % .IBB' f! r 5 y� F. tX . r- COLUMN V149, INSIDE FLANGE • 5' S .TSB' pp W �3 PO'' 3 S.:>• <yej•� LV_ VEB THICKNESS .100' H+-r• ..._v.nn.L..."'+-T-1: L' PART DEPTH • 12• INTERIOR OUTSIDE FLANGE 6" R .219' COLUMN p+•!+:1 .x y ?5= '11860 INSIDE FLANGE 6' I .219' (AP µaxL •W"i••nH^ WEB THICKNESS • .100- IF �wl ? 9 e- PART DEPTH / 15/16' • i`4 e4i}.'E .?. INLTOELRI„OR OUTSIDE FI ANGE 6' S .250• G+ r .,. ^R-f,�.•`'V F _.'- '11890 INSIDE FLANGE 6• I .250' VEB THICKNESS .100' j'•ya.. A 1/ O. ��1 y i REVISION NO. I REVISION NO. 2 RNRNNN`ME. SVI.OER PROJECT• ouu © � PRODUCT OF TM'E BUILDING ORDER OESCRIPLIOXDRA4INL TILLED AG FILE xG� ORA.. n• INTERMEDIATE FRAME CPUVP� r DATE mia/BB DAA.N n' BUTLER MgNUFACTURING m SABRE CONSTRUCTION CO PUGET CORPORATION 100' X200' ti17' MRSS ERECTION DRAWING REV. ORAVI MG NUMBER N+ n' cxanFnm COMPANY ORDER ENGINEERING PORTLAND ORE TiGARD 25BSL/SOMPH UBC 85 DETAIL SHEET GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM 2NCOLLAT D88-061649- 02D 00 F-''ERM I T NO. EIUP881672 J 1.-7 OF' '14 � 11��� IIIIIIIIIIIIIt11, 1111111111117111111'� IIIIIIIIIII ,� � - \ I•� I I .I I I I I I I I I I .I I � l I I I I I I I I I I I I I l I l l 1 ' I I I I � I I 1 I I I 1 ' I1I1111111111111 { IIIIII11111111111111111111111111711111111111111Ii111111111111111111111111911F _.. ' NOTE : IF THIS MICROFILMED I 2 9�1.8....i� 4 5 6 71 $ 9 110 I I DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL .B DRAWING. - -- --- --- -- -- - -- - - - — oc 62 ez a 9Z sz ►z 6Iz - zIz Iz OZ 61 81 it 91 SI bl el zl li of 6 9 L 9 saII e z 1 1�!IlllllllllllllllllullllNluolltlll11111111111111111HI11111uulunDlNlunluUllllllllllllllllllulllllllNILII)IIIIIIIIIIIIIIIII(�IIIIIIILIIlIII11�11111tllllltllllllllllllllll,tlllIIIIIIIIIIIIIlI1111uILllduIIIIIIIIIIIIIIIIIIIIIIIIIIII11111tlLiQWllulllu�Ii11UIllull �._ APRIL 11 1991 BRACE ROD SCHEDULE Cp9001 �\\ //� 8001 - - - - O PART NUMBER DESCRIPI ION THREAD TURNBUCKLE roof /��\\ cool \ / 1 511018 -111 Sia' BRACE ROD RM R►1 NONE 2S'-0' 1 2 511016 -122 7/15 BRACE ROD RN'RH NONE 3 511048 -130 5/8' BRACE ROD RII-RH NONE cool \� �/ 0001 4 1544046 -360 5/9' BRACE ROD RH-RH NONE 0co1 /M`\ 0001 S $11018 -311 5/9' BRACE ROD RH-RH NONE 6 541016 -760 7/16 BRACE ROD RH-RW NONE dD Cb k N N 14 JI UNIT 1 SIDEWALL BRACING I pool AT GRID A 6001 / \ loci Cb UNIT 1 SIDEWALL BRACING AT GRID E +•:..` •! .. ': .3 >b 1 cool \\\\ // / 1�, 1 • 1 N goal //X\\ 9001 s :, • , . Lt74 ea8011 � \ 8011 - 1 \x/ cool H 1 9001 // \\ goal \\ 251-0' 25'-0' ck)ic - ° c cD UNIT 1 ENDWALL BRACING t AT GRID 1 9001 i- UNIT I ROOF BRACING 8011 25'-0* } Tct) (�D UNIT 1 ENDWALL BRACING AT GRID 9 s►. REVISION NO. 1 REVISTLIN NO. 2 BUILDER, PROJECT, BUILDING ORDER DESCRIPTION, DRAWING 717LEB AG FILE NO, ----_ PRODUCT OF THF DATES D.1E� ��([�„� _� GROUPS V OATE1 f oe/Ia/es DRAWN e1� DRAWN erg BUTLER MANUFACTURING ® SABRE CONSTRUCTION CO PUGET CORPORATION 100' X200' X 1 7' MRSS WIND BRACING DRAWING NUMBER, REV. COMPANY ORDER ENGINEERING PORTLAND ORE T I GARD 25#SL/BOMPH UBC 65 DRAWING c� CHECKED BY- CMECKEOn. GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM 2#COLLAT 088- 061 849- 03 00 ;::I ::... �+ y —let ..... �,- ,-.�• +` ,M` N'MlYN:. -r!« -..p^bi .m: xr;w++MrtewMW9.:,,•M'> Rr'ie_ ..,�:r":TM -.....rnyu,.�.. .r s'�.�:R:S.'.^tx ;rn�:' 'i..^fµ,.,.:. .• ''� 1 A.Mq.1�1M✓iyYc..:.- R4•C'baa•'innc;r.,..n.. ..,..... .'� r,�. � � II101' I � I � I � 1 1 , 1 � 11 � IIl ,�I � 1 1 � 1 � 1 � 1 1 � 1 � 1 � 1 111li l 1111111 1p111 1 1JillI1 I1 � 1-11 I � II I Itl { 10 I I NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOT ICE , IT IS DUE TO k THF QUALITY OF THE ORIGINAL _ f DRAWING, OC 62 82 12 92 SZ tiZ EZ _ 22 . • 1Z OZ 61 61 if 91 SI IF I E I 21 11 01 6 a 1 9 S b E r,/�111111�11111111��11111����1�,1tl�ilill�l��1111111�IINIIII1liiul��n�,„�,ei��u11�1111�1111�1111111,�Ii11111iI�Il�illl11111111111111��I1I1�111111111�ti1r111�llllillllllll11111�11►�Ililtlllj�llu11�1.11,111111�111111111111111111�11111� W�U�uilll1�111.1�11� , K APRIL 1991 0011"1 4 : • ,.,. ��?„J:Y�dIXiP`�Cnwl.l '�1�4'1!VNOE��' '' v ..., ').. -N".:... , .. _ *0"m v r ROD NUT WASHERS RIO 1 ) REFER TO SPECIFIC 01 A. A B C DIA. NUT I WASHER MUT 6 YASHE ExTEN310 �-� SEE CHART CHANNEL BUILDING BRACING 7/16' 095063 0951]] OV5165 020621 7/16• _09508] C951331 INTERMEDIATE DRAWING FOR BRACE t/?' 095032 0951]] 09- 020821 1/2' 095072 0951]] I ) �EOR NDWALLEROD RE.OUIR[MENTS• POSY \ 5/8' C95231 095298 095165 020821 5/8' 095271 095298 1 . ENDWALL- \ 11 ROOF 11 ENDWALL . , ]/1• C9S2JS 09526 1 09598 020822 BEAM POST 7/8' C95237 095264 095948 020822 143VALL BRACE RO O ENDWALL EYEBOLT ROOF BEAM 0,4 NUT 10186041 EYEBOLY BRACING Cll CONNECTAO` OHNE AINWASHER A MASHER CONNECTIONi . «� CONNECTING STEEL ` 1 15437C91r �� 8 YA$HER ,1 ( 8007 BOOT ; O �+►°,� Y"r A ,tswz !�i SLOT YASNn i3 t�3 ;09!2981 u O 1 �� a• J *�' y -•` `• ^` ' C WASHER'r (BEVELWASHER) CONNECTING STEEL �1 II 1 CLI 1 +3r .�+ 4'�,,.r�• �', >_�• NI' \ � 1 IJI�„►" ,STI � � .1 15�721�t 1 :�rc,,r4+ �y :b►;..''••,.: t.. 5/8' HEAVY HEN. } ..i•s erl��'+. O ENOYALL RO NUT 1093?]J1 'est ENDYAII POST rl!+„�,'_.1< t'ti.+"r�..1', i.•M+• -•t v �/ BRACE ROD ! 7 -' '" USE 111 5/8• X1 1/2' A323T CONNECTION �• �` K'ti I MY-STRENGTH BOLT ;0972811 AND ' "~ 3/9' HEAVY HEX. MUT 1093233I DE AtI 8001 TYPICAL BEVEL MASHER CONNECTION DETAIL 8003 TYPICAL EYEBOLT CONNECTION DETAIL 8044 ENOWALL BRACING AT BASE OF POST pETAIL 8047 Eti+ BRACING AT TOP OF INTERN. POST LL OS -1"- yZ'�' •"r`1'�" `' .. ^�t� 1?• ENG./ POST �1�5ij ��./yi'M�G .`�w.i ��W:1�ly.�yf►�. ""V.,.� - �f„�' _ .L �•�~ice 'S.�.:- •w .. ICH y.�h�+yv�'; .;R,•i.,py�r..a+, S�;.+e al•' r, - '••r..•�:h�•VAN � "�'-c 'rte=�•- �'..w`�'.�s"�•''r; �f 'i=.thy r•+w4.�''";,`:'S ow 7111;!r 14 JK• }' [ shi•. {� r i�+?��� 3 �.,wy-�•I JI �M ,T�L J•y - s+ no F • dk .6: a EAM ;:, X::. .� ... . :iii-�'=^nrra►�a� �i,;r...cw-r'":..�w 1 i.. mow.. .. ,4 _ t • it h .. �, REVISION NO. 1 oATE. REVISION NO. 2 BUILDER- PROJECT, BUILDING ORDER DESCRIPTIONS AG FILE NO, DATE- '� PRODUCT OF THE DRAWING TITLE DATE-RAWN BY- >} �r GROUPS V DATE, OB/i8/88 oe�rK IT- BUTLER MANUFACTURING ® SABRE CONSTRUCTION CO PUGET CORPORATION 1 00' X200' X 1 7' MRSS WIND BRACING DRAWING NUMBERi REV. [NECKED er. [NECKED er. COMPANY ORDER ENGINEERING PORTLAND ORE T I GARD 25#SL/8OMPH UBC 85 DETAIL SHEET GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM :f'fl..lf't:i : :f. 2#COLLAT D88- 061 849- 03A 00 00, 7,y � .... ..i. .t,:,, ,1- ...lPi!ItYL ArYlu».wni.eKrrue.Ywawlw .::-.. - ...—. - ... .. .4yF7•�i,.•u:•RAtI(rNb11•tN)����+ /� .. -. _ �.A iF71.lF�Y�.r f • .-.p,..q, W .. .... 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GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM 2x COL L AT E)88- 061 849- 04 00 ,.,.., . T. w :I :•�' •. - ,uµ ....:„yc:..::,e:rrsplllMyRirY,--• .-- .. .. - .__.. . ..... ......_.,.,_.,._.....,, ,...r»_ III fill 1 1 I 1 I I I 1 I 6 I I ,. ..„..,.,.,,.,.-..r.•.,. ._. _ { III I I 1 _i ! I ! I IIIIIII IIIIIII 11111Tt i-p lIP 111 111 IIIIIII IIIIIII III I � 1 ill III III � III III III III III III III III III III III III III III III III III III 1It 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 L 40 NOTE : IF THIS MICROFILMED I `3 4 5 6 ? 8 9 10 DRAWING IS LESS CLEAR THAN THIS NOT ICE, IT IS DUE TO ! ¢ THE QUALITY OF THE ORIGINAL _ 1 DRAWING. OE 6Z BZ LZ 92 SZ tiZ EZ ZZ 1? 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STRUT 510166 299.4 24'-11 I/2• V : rl ;+. ri. ;.;�;�;• - PURLIN BRACE LOCATION SCHEDULE BETWEEN GRIDS LOCATION DETAIL Dim. •B' RIDGE CHANNEL OYr t 1 5 AND 6 FIST 00 '.L-..'• " r111 ft11 r1I1 n19 I 5 AND 7 FIST 1 00 sr :• , —{— � �,T+. _ ;:' M• .: ; I I I 1 I 7 AND 6 F 1 S 1 I 00 03 {1 --{• 8 AND 9 F 1 51 00 Q :� flit Fill ittl f119 y '^ r.. .,. ... ..r 11 --•{{ --'_'-.{a 7-- N M,..,Tas X71+.:a• h , •►•� -. '-S 1111 I Ft11 Flip - F I 17---- I — }-- �y,y;-• .} •''.. .. ./� I fill Illi ` i111 f119 �F�,.�'. �,.•f. � .� m � 7 FIII '! F111 ifq'ZZFIII a F119 rlll FI1----{e I e i FIII 1 - -- - r111 fill FIII F11-9 I).F r 1 ...a.•.�.,r'- ,. - -vwhlgtti t _.,; FIII a N .•:. •A,,jeb ,•: y Flit F 1 1 1 F 1 1 p �• . fit •, y Q F I a 7 �, t•,',„ --� .5 Fill F111 Eel 1114 {e Fit 9 ... 1 •� O .- '`ry. .•.. '_,. z F1I1 a r1,.' -{e" f1ID to . W n F,I1 -7 'F•+.y:' ! - _ I F I 1111 F 1 Flit e Z I 1111 a Ft 19 ` ,� µ:rA.4�,l +�tt, ,,,r''t,•,� �- 7}— FIII _•"E1� F111 a FIII 83 K I . 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MISSOURI SYSTEM 2000LLAT 00 . .. � ,. .... l 1 1t1111111110111I I I � i l !- I I II i � i I I I I , ' I� I 'iI 'fi � 1I { Is I I I I I ►j i { I I I I 111111111111111111111111 111111111,1111-ki NOTE : IF THIS MICROFILMED 4 5 ho3 it ; f. DRAWING IS LESS CLEAR THAN THIS NOT ICE r IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 BZ 1Z 9? SZ bZ EZ ZZ IZ OZ 61 81 LI 91 S I 41 CI 21 11 01 6 6 1 9 S b E Z �►I�IIIIIIii�il�iiiliiiil����I,,,�I��,il��i�I,i1�11111�11NI���,liiuh,�,�,,,lii�,�,��liiiiltlllillll�u�I�Rlllltlll�ll�1111111111t�111111��llllliltlltl111��.t1�f1111itll�lllllltulllll�llll�llllltttl�ttitlt�l�t��lliiiilililllllllull�llllhllll�lllllll�llullll��uUillultulltl�Il APRIL , 1991 PURL USE (2) S/9' Y I I/2' A325T y (IANC; \ , I'A � I ., ' ` 5/0* HEAVYHHEX. o 19i0952JJ�O LIP FA VF STRUT RADIUS M I��' ^ USE I51 1/2' X 1 1/ HEX. AN ' \ / BOLT U THICKNESa i 8E� / I/2' HEX. NUTUT (09 AN1095072) CONTINUOUS ,t 4T tb l CONTINUOUS PURLIN �B1t [AVE STRUT `• •�• .1w'`~ - SECTION DN ROOF BEA R • \ • i G DESIGN INFORMATION I ROOF BEA • ,I'� PART DEPTH FLANGE P Ij I Il 1 ` ENDYALL LI THICKNESS RADIUS ROOF BEAM y _••nL` EAVE STRUT S40IS9 299-1 USE (6) 1/2' Y 1 1/4' USE (b) 1/2,10 X I 1/1, 9 1/2' J 1/2' 1• .066' S/16' HEX. BOLT 10950051 HEX. 5) 10950951 Cll ROOF BEAM EAVE STRUT 510166 299-1 9 1/2' J 1/2' 1 1/4' 089' 5/16' 095032) HEX. NUTANO (513267) .r� (095072) HEX. NUT ' FLANGE CONTINUOUS BION;INNUOU PURL 10,DETAIL F1Ii CONTINUOUS SPAN PURLIN CONNECTION DETAIL F111 CONTINUOUS SPAN PURLIN CONNSVION INTERN. LOCATION - 9 I/2' PURLIN END DAY LOCATION - 9 1/2' PURLIN DETAIL F119 PURLIN CONN. TO BEAM i POST ENDWA LL DETAIL F124 EAVE STRUT CONN. TO INTERM. FRAME REINFORCING �", •� •it RADIUS PLATE �. 1 +• . - ' (53047) EAVE STRUT �� 4• '�' THICKNESS � JJ PURLIN BRACE `. `y "„ ,.�' T i • • PURLIN ITYP.I 6' ♦ USE (2) 1/2' x ♦ f J 1 112' A325T Z - SECTION DESIGN INFO I ON ' TOP OF SEE (5 BRACE ♦ 8I-STA0972801 ' PURLIN DETAIL AND 1/2' HEAVY HEX. MUT ` ! PART DEPTH fLAN;E LIP THICKNESS RADIUS cEX. NU) ♦ r PURLIN S30S29 335-4 EAVE STRUT ♦ _r / 9 1/2' 2 3/4' 13/16' .064' 1/4' I — ——— — —— —— — . • " t PURLIN 530555 335-4 ----------- —�------ 1 9 I/2' i 3/4' 13/16' 1/1' PURLIN 530562 335-4 9 1/2' 2 3/4' 13/16' .069' ~ L. USE 16) 5/8' x 1 1/2' ♦ l " A325T HI-STRENGTH BOLT (097281) AND 5/8' _ PART SCHEDULE 12 [ J PART NAME PART NUMBER PART LENGTH FIELD . 1/41 E007 [001 [001 WORK I I GIRT 2J' -i _ 7-21 ,,. E 00 [00 r 55C2J9 27 • ---—� " -- — — Itl -IRT 55-279 289-2 24­1 —" — — — w ---c 42 ENOWALL ROOF BEAM_ X :47 6CCb49 25'-1 5iy• i --i' 43 ENOWA'.(f PCG AM _ 6-0666 1 24' 6 II/72' wad . ,Y. '',•�� ' I 1 �� ENOWALL ROOF BEAM 60-69 25' 2 I/2' 45 ENOWALL POST 600/06 199-0 46 ENOWALL POST 600706 204-7 17' -C 7/9• 1 1 'i , " `1 "S''�. '{1►I --{,E 16'-7• 1—� �'- M�,, `�-Y+;M� ` •� r b colt 0o7x 10» go Il ENOW.ALL POST 600706 2' 1 -1 I7'-7 1/5• I _ 1 h 46 FNOWALL POST 1I 3/8•60006 217-3 I t• !s •.�`� ! R tl ,e}... {le Il =� 49 ENOWALL POST 6CC/06 223 11 IBl--/ t/2' t �'i. - •� ;� '•::.., i 1 t 1 e077 cot? CO72 GOA . .� �,. - �•y,. .xrP hc3 c I ► �..i ~, L o. o 002 t' t 11 ` II = cost con tl}– cote L`C Y Y _ Y Y � FIELD WORK SCHEDULE 19 1/2' S2 FOR BASE ANGLE DETAIL FIELD WORK DIr.ENSIONS , - t•� .� . INSTALLATION SEE I X011 A DRAWING OtO416; •'•►i•.v. .. - .. Y II 25'-0' �L 25'-0' 25'_0' 25'-0' STANDARD NOTES- WS0004 WHEN GIRT LOCATIONS HIGHER THAN YOUR OVERHEAD DOOR HEIGHT _ 1001-0' EXIST. GIRTS MUST BE INSTALLED ABOVE THE OVERHEAD DOOR HEADER y IN LINE WITH THE NORMAL GIRT LOCATIONS ON THE BUILDING. LD ~ •'~ H WS0006 FILL ALL OPEN HOLES 1N DOOR POST WEBS WITH PLASTIC SNAP-IN t C�D Ca PLUGS (097229) . UNIT 1 FRONS EW STRUCTURAL ELEVATION AT GRID 1 • ( BEAM & POST ) E001 fool E007 7. ' 44 s J43344 — ��--�{42 I _:*T• s s:. �.. a .,.� _ �o _EEcon con con in a-- • � I cots co2z —{t0}---- Il , F• _ —___c I l 1 Cie :�:r'' a cote con 9 con cozz --{ Y Y Y • �'V F .•_� � � 9 1/2- FOR BASE ANGLE --� I INSTALLATION SEE DRAWING 0104 161 25'-0' 25'-0' 25'-0' 251-0' 100'-0' tD A UNIT 1 REAR EW STRUCTURAL ELEVATION AT GRID 9 _ : - . • . ( BEAM & POST ) R(VISION N0. 1 REVISION N0. 2 BUILDER, PRCJECT, BUILDING ORDER DESCRIPTION, DRAWING TITLE- AG FI!E N0 PRODUCT. OF THE `• r TITLE- DATE, DATES GROUPn V DATES 08/18/88 WALL SECONDARY DIIAMM Br, DIIA1n 11• B U T L E R MANUFACTURING ® SABRE CONSTRUCTION CO PUGET CORPORATION 1 00' X200' X1 7' MRSS STRUCTURAL DRAWING NUMBER: REV. I COMPANY ORDER ENGINEERING PORTLAND ORE T I GARD 25#SL/8OMPH UBC 85 ELEVATION j CHECKED Bt. CNECKEC It. 1 GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM 24COLLAT D88- 061849- G5 00 r'} is '4'�kJll01T1'f-+e�tw.�+.+ratis+!'r,..• .,•mba++ r.�wn:s,�e�YAI�AE�l ¢E a�w....u,�..w.. w�rM+�w....-,.r... �e,e",t�°•�},•_ , �- , ._ .L!� " �� - <.. A}°""""Aflnv.�('r et••' v ^ASS L 4WD,. • ' -#>cx?aw�w."y9�d!':"Y':""'ucniiMlK.'R' ... ,' ... � - .. ..,..,: ,.. ., ,. ���'•�'F � �'h'�fNn�gC ^... n°M""'_..�^C;rn"'i*laa6t'JYW��.arStx'!fi'Sestda�Le,,s+.a:z..�.n.,,eden�s.Barr.,.�.,..,,.,rw..,.n+w•.•n.,�..,...s-.-...-...,.,,.,...,...:...,....:�+::«...a—,-.. .,-.- � � ► i � iii � i � � , rrirrrrirriirirlllrrl IIIrIrllllr iii � ifrlr � rrl � rrrrri � i � � i � � � l � � � i � Tiii � r � � � � � s � � ► • ` • �i � � Ir � � , � � � 1 � ` � � � O � I � � � I � � II � � � � Il � � � r � � si � { � � � � � � � I � � 1 � lI � I � i � � ! 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UW!!ljilUll U U1�IL�1 APRIL, 1991 • 7 1, PART SCHEDULE E ] PART NAME PART NUMBER PART LENGTH FIELD WORK —�—JI 24 GIRT 550279 289 24'"1 1/4' 1 25 GIRT 550239 289-2 24'-1 1/4*� 9� 26 GIRT 550279 289-2 4' -1 1/4' �8 27 GIRT 1 550239 289-2 1 24' -1 1/4' 6 nom, pooloao, nQQI 0001 0001 0001 40 OCOR HEADER +_;•„ I 41 DOOR POST 580774 16' 6 7/16' I 5 02N G2N 0774 0074 077• CJN G22 02 b FIELD WORK SCHEDULE �` "'" ` �_—� '� 000• ooa o004 X00• 1 'n ooa 0004 000rt D006 DETAIL FIELD WORK DIMENSIONS S X042 A IV-2 15/16' B 3 112- C 7/8' 24 27 0 It/Z' 022] G22] G27] OJ7] OON GC:• G77] 0JJ] 0227 07 5 X005 A • 2'-1 1/4' 8 • 7'-1 1/4* ( C V-1 1/4" n 1 1 ^ 1 b1 7 XC03 A - 1'-1 1/4' 8 . 3'-1 1/4' C 2'-1 1/4' b N — 25 B XOOS A • 1'-1 1/4' 8 • 7'-1 1/4' C • 3'-1 1/4' 0004 027] 0777 6173 0223 1 6024 0004 672] 0223GJJ] G7 D • V-1 1/4' E • 2'-1 1/4' a+ - - 9 X003 A ■ 2'-1 1/4' 8 3'-1 1/1 C ■ 1'-I 1/4' 10 X026A 7'-11 1/2' B ■ 2'-0' h �• - -..Y`G l)4]7 0032 00]7 0032 OOJ2 0032 00]7 0077 DOOR 2'-0' 0'-0' 4'-0- e'-0' 3'-0' DOOR 3'-0' S'-0' 4'-0' Q'-0' - DIMENSIONSFRAME Ey DIMENSIONS FRAME25 FRAME CLOSE-UP 81 CLOSE-UP x2 ►:r4 uADS i 54 "moi i ' r REVIS:CN NO. 1 REVISION NO. 2 3. L'�ER� PROJECT, BUILDING ORDER DESCRIPTION, DRAWING TITLE- AG FILE N0, � PRODUCT OF THE DATES DArE� (UJj�(L �Q --2 GROUP, V DATE, 08/i 8/89 9PANN el. DNANN e►� 8 U T L E R MANUFACTURING —� ® SA9RE CONSTRUCTION CO PUGET CORPORATION 100' ::200' X1 7' MRSS DOOR DETAIL DRAWING NUMBER, REV. COMPANY ORDER ENGINEERING PORTLAND ORE T I GARD 25#SL/80MPH UBC E5 DRAWING CNECNED BY, CNECMED If, GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM 2#C OL L AT ID88- o61849- 05B 0 0 PE FY M 3: 'T hl 0 N B U P 0'(31. 6';r'2 :1. 3 0 F`: ',:'.4 • �.1rdEaelM�u4 °44yPlk►rte. -,, `AL .: '+FW .—... c.•'au'•JAe.iC.tMt:+i-ww...w.wtiYi•'C.-'.`+�a..r.yrJT',I'^ .a...n w'4M-'R'. '''' •"r^.^'..leT- '.nweM`wbgn`... •^'^^^M�t'-Tw.wl. l ' lliq fill 111 11111 111 41 1 � � � 1 � 1 ISI ISI ISI III III Ijl l ( t Itl ! � ) 111 t11111111111 111r 111 111 111 ISI int 111 Int Int Iii 11.1 iii ilk 111 111 111 111 � � � � ilk Ali iii 111 1 J I I• ' NOTE : IF THIS MICROFILMED ? 8 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO '. W THE QUALITY OF THE ORIGINAL DRAWING. �E 6Z BZ LZ 9Z SZ tiZ EZ ZZ Iz OZ 61 91 Li 91 51 b►I E I al if 01 S - -A _-- 1- - 9 �- S - b E Z 1 so" r`►�IIIIIIIi1111loll 111111o1�111{111111t�111tl111111111IIIN�Ii111111�1111���N1������1111i11111111t1tllt�l�tlttltirl�ll�lllt111111tillltlt�lf�IIII�IIII�IIik� II�MII�111t�IIII�IIIt�IIIL�lliillllf�llll�lill�t�1��� i1l11�11111111t11�t11t111�t11.1111dllitU�ull�Jlll�l�ll�l1►lult!!�l11�1t EAVE STRUT- FIELD LOCATE EAVE STRUT POS( WEB 9/16' DIA. HOLES USE (2) 1/2• x 1 1/4• ,,--ENOWALL 1N EAVE STRUT 112- BERT NUT (00950 2D dTN 7 / ROOF BEAM FLANGE I 1/16- —] — � \ 9 1 �! �i LIP — �,� CLIP (580112) c 9• DOOR POS)- f USE (3) 1/2' x 1 1/4• 71 TRIM 40. BOLT (096636) LL , CLIP US�EN (2) 1BOlTx(091/4 6636) AND (09503AND 2) HEX. Nur glO��A a i (5801181 7RAD I/t 1 0 1/2' HEX. Nu) (095032) O SINGLE THICKNESSI ' 1 1 Q'\ posyER ., "44 O -•+ _ ,`� DOOR PJST ' a C — SECTION DESIGN INFORMATION �►! — �. `- ` (MOT or 8MC) P ^� ART DEPTH FLANGE LIP THICKNESS RADIUS CLIP ,� 1 (2) 7/4' NUTS DOOR HEADER t. yyiw (5801 i 8) . .• .••�' — �. — �. � �,,i. c r. DOOR HEADER 580273 9• 3 1/2' 3/4' DOOR .064' 3/16' •, �t _, y - WIDTH \ CLIP (543316) USE (3) S/8' % i 1/2' A]25T _ + DOOR POST 560374 9' 3 1/2' 11/32 .124' 1/4• + DOOM POST;�'• HEX. (BOLT/(095085)/AND \ 4��� ` HI-STRENCTH BOLT 10972811 AND #. ENDWALL POST 600706 199-0 1'-0' S' 1 3/16 .090' 5/16' 1/2• HEX. NUT (0950321 \ `� 5/6' HEAV'( HEX. NUT (0952331 y ENOWALL POST 600706 204-7 1 -0' S' 1 3/16 .090' 5/16' DETAIL D00 — DOOR POST BASE CLIP CONNECTION SINGLE CORNER POST TOP CONNECTION �+• ' i ENDYALL POST 600706 215-I ('-0• S' ( 3lt6 .090' Sn 6' ' ODOR POST TO BOTTOM OF EAVE STRUT DETAIL 00015 DOOR HEADER TO DOOR POST DETAIL D032 9' DOOR POST DETAIL E001 SINGLE AND POST ENDWALL ENOWALL POST 500706 217-3 1'-0' - S' 1 3/16 .090• 5/16' ENDWALL POST 600706 223-4 1'-0- S' 1 3/16 .090' 5/16' ENOWALL--t USE (6) 5/8' X 1 1/2' SIDEdALL ROOF BEAM A3251 H1-STRENGTH BOLT SIDEWALL COLUMN UPPER (097281) AND 5/B' HEAVY COLUMN ENDWALL ROOF BEAM 600649 I'-I' y' 1 1/16 .120' 5/16' ENDWALL ENOWALL _ HEX. NUT (093?]]I POST 9' POST 12' - - , ENOWALL ROOF BEAM 600666 1'-1' S. 1 3/8' 180' 5/16' CLIP (543164)- ;,IIP (54316;) ENDYALL ENOWALL �s LEG DOWN LEG DOWN GIRT ,. ENOWALL ROOF BEAM 600692 1'-I" 5' 3/B' 160' 5/16" SIDEYALL SIDEWALL t GIRT • ROOF BEAM GIRTYALL-�, SIDEWALL GIRT CI n FLANGE EXTENSION GIRT ---- ------ ----------- �_ RT �� - ,�...• - •• -- ENDWALL •� LJvERBEAM �O SINGLE la^ A —rNr- r;.'" '• t ,' - o l ENDWALL __� RADIUS POST ,-_— cG"a ��----- �+ + CLIP (543164) CLIP (543164) •� - _ THICKNESS I GIRT I I/2' FIELD CUT1-__,� LEG DOWN LEC DOWN _ dd 1 AROUND 1 �' - , LUMN FRAME FRA1+F. FLANGE ENDWALL SECTION ENDWALL SECTION •" I Z - SECTION DESIGN INFORMATION ___ USE (6) i/2' XI 1/2' A325T 1/2' USE (6) 1/2' X 1 1/2' A32ST Hl-STRENGTH BOLT (097280) AND HI-STRENGTH BOLT (095280) AND ^�- • PART DEPTH FLANGE LIP THICKNESS RADIUS T/2' HEAVY HEX. MUT 10952301 RADIUS 1/2' HEAVY HEX. NUT (093230) - GIRT 550239 ?17-2 9 1/2• 2 3/4' 3/4' .060• 1/4' GIRT CUTTING DETAIL DETAIL E007 SINGLE POST TOP CONNECTION DETAIL G006 DOUBLE GIRT TO SIDEWALL COLUMN CONN. DETAIL GOt9 FIELD WORK SIDEWALL GIRT - ,,�,• a GIRT 550239 289-2 8 1/2' 2 3/4' 3/4' .OFD' 1/4' BEAM • POST EW - INTERM. ROOF BEAM SPLICE COLUMN FLANGES WIDER THAN 10' DETAIL 0022 DOUBLE GIRT TO INTERN. ENOWALL POST -�► r• -'^ - +� USE (6) 112" X 1 112* A32ST•vr SIDEWALL U5[ (4) 1/2' % I T/2' A32ST HI-STRENGTH BOLT (097280) AND H1-STRENGTH BOLT (097280) AND 1/2" HEAVY HEX. NUT (093230) 1• ' y�{R .�a'y 1/2' HEAVY HEX. NUT (095230) ' I SIDEWALL SIDEWALL GIRT CIR DOOR POS( GIRT CLIP 1343254) I CORNER POST 9' OR 12' DOOR POST 1 LEG DOWN ..• _ 1 CLIP (543259) GIRT --------- - ---------- APRIL 1991 -' i•.. , •.• ri i z I CORNER POST LEG DOWN DWALL IE;PDOYN3259) T��� GIRTTHIN SE HO.IBOLT 12* %(096636) 1 i _•• ---------------- (095032) HEX. NUT , —M►•- N � I AND 1/2' A •E I CLIP (543164) CLIP (543164) ) i USE (2) 1/2' X 1 1/4' LEG DOWN LEG DOWN o ♦ i r- Yr a o ) -1 CLIP 1543164) -- LEG 543164) •• HEX. BOLT (095083) AND -- ---M► '"-'^� LEG DOWN 1/2* HEX. NUT (095032) ENDYALL GIRT GIRT CHANNEL (543250). FIELD YORK CHANNEL (54326ST FIELD AS REQUIRED 6 FIELD BEND 90 DEG. USE (6) T/2' X T ) AN PANEL9FASEENERS� INSTALL WITH AND INSTALL WITH PANEL FASTENERS. HEX BOLT UT (051 AND 1/2' HEX. NUT (095032) SW b EW GIRT TO SINGLE CORNER F'CST ENDWALL GIRT TO CORNER POST +! s DETAIL G024 DETAIL G02o DETAIL G223 SINGLE GIRT TO DOOR POST CONNECTION DETAIL G224 DOUBLE GIRT TO DOOR POST CONNECTION r .� .;�+71r ;,+► BEAM i POST ENDWALL - 9 i/2• iW GIRT OPEN SIDEWALL ENOWALL . .. �r GIRT LENGTH GIRT LENGTH GIRT LENGTH -A- DOOR WIDTH 'B' DOOR WIDTH. 'C' 10 3/4' 10 3!4" IO 3/4' TD 3/4' FIELD LOCATE a. 10 314• • 10 3/4' 'A' '8' C. •D' •E• ENDWALL GIRT ,,,­ENOWALL SCRAP SCRAP IPOS( ----------------------------- --_- ;�, ----- - - — -- , •*"""111"' GIRT PANEL HOLES GIRT PANEL HOLES GIRT PANEL HOLES j• �>'�4 THIS FLANGE THIS FLANGE SCRAP THIS FLANGE - '•.� 5 3/8 DOOR DOOR (TYP.) �' ''•( (7YP.) WIDTH WIDTH ti r-•- ' i / NOTES, NOTESo NOTESo NOTES, I. FIELD LOCATE 1' DIA. X 2' SLOTS AS SHOWN. 1. FIELD CUT GIRT AND LOCATE 9/16' DIA. HOLES AS SHOWN. 1. FIELD CUT uiRT AND LOCATE 9/16' DIA, HOLES AS SHOWN. I. FIELD LOCATE 9/16' DIA. HOLE$ IN WEB OF ENDWALL POST AS SHOWN. 2• SEE 'FIELD WORK SCHEDULE' FOR DIMENSIONS. 2• SEE 'FIELD WORN SCHEDULE' FOR DIMENSIONS. 2. SEE 'FIELD WORK SCHEDULE' FOR DIMENSIONS, 2. SEE 'FIELD YORK SCHEDULE' FOR DIMENSIONS. DETAIL XOOI FIELD SLOT SW GIRT FOR BRACE RODS DETAIL X003 FIELD WORK DOOR SIDE GIR1S DETAIL X005 FIElO WORK DOOR SIDE GIRT' DETAIL X011 FIELD WORK ENOWALL POST _ TWO DOORS PER BAY/EW SECTION - BELOW HEADER TWO DOORS PER BAY/F.W 3ECTION - ABOVE H,.ADER FOR FIELD LOCATED ENOWALL GIRT REVISION NO. 1 REVISION NO. 2 _ BUILDER@ PROJECT( BUILDING ORDER DESCRIPTION, DRA"ING TITLE+ AG FILE NOr DATE, DATE, PRODUCT OF THE WALL SECONDARY ��� --� CROUPS V Dig 08/18/88 DRAWN BY, nNAw IT. BUTLER MANUFACTURING m SABRE CONSTRUCTION CO PUGET CORPORATION 1 00' X200' X1 7' MRSS STRUCTURAL ELEVAT I ON DRAWING NUMBERS REV. COMPANY ORDER ENGINEERING PORTLAND ORE T I GARD 25#SL/80MPH UBC 85 DETAIL SHEET CHECKED n• CHECKED By. GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM • 2#COLLAT W8- 061849- DSC 00 ''��':"..x'-...asa,: .;.ai. _�` f�+!N`'* . Nor p+¢tmWrM.:�,->�r,•:•auaancr....,r.��..�- Mr :�+iia",k...,k..q=w»'m�`�';�+mt�:n.`n::,M'.�,_...:.3p-w..w•,.et .. :: .-,r_...M.tMko>eww:•4Fpl�llr.�l+li�i4Rrylt�@i�rs�n.,._. _ .. :,. .:,,,.nAwm-aR�*m.,:aa..rw-ia:,�r.+u.n. .r..,yas-. .. .. . 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IF THIS M a.CROF I LMED , DRAWING IS LESS CLEAR THAN -MIS NOTICE , IT IS DUE TO THF QUALITY OF THE ORIGINAL l DRAWING. 0E 6? 82 LZ 9? 92 tiZ EZ ZZ IZ 02 61 81 LI 91 sI tbI EI 21 11 01 6 8 L 9 S ti E riirl°°°11°°°°I°°°°I°°°°111°°1°°°til°°��)IIIc1IIIiINI111�°°°��Itr���t�IIltlliilrllrri°�IIII{IIIIlII�IIlfil�Illllll!Ilili111111�111111011�11111111111eeo l�rIIl111111(IIlIIIl1�111L�iielI1111I1111I1III�lU�llll�ell°I°11°°rl�iliilliiilllle1111W1!> "' oom6golonliodo • 7 � r w �� .Ir•11101•�" ,. L.. .. .,;.. ..:.., 4,rnu3, �. -r�'�Y +l'i$`'�..,.%':►As??7M�' -�;�(N�i7JN�"'1'FM�! l'!'�( ., _r .,_� _, DOOR HEADER LEM;,TH DOOR POST LENGTH 'A' 'B' BOTTOM •A• -B• OF 1 1 •4, DOOR .C. -1 POST SCRAP SCRAP b - -----------=� K -- - '# OUTSIDEourstOl r 9- FLANGE FLAN';Ep DOOR HEADER DOOR POST i' `:• NOTESI ._ - '•3 I. FIELD CUT DOOR HEADER AND LOCATE 9/16' DIA. HOLES 11 01E5/ AS SHOWN. I. ►lElb CUT DOOR POST AND LOCATE MOLES AS SHOWN• 2• SEE 'f1E10 WORK SCHEDULE' FOR DITENSIONS• 2. SEE 'FIELD WORK SCHEDULE' FOR DIMENSIONS. r+ A. Y DETAIL X026 FIELD WORK DOOR HEADER DETAIL X042 FIELD WORK DOOR POST = .L . Y.... _5,� i . REVISION NO. I REVISION NO. 2 BUILDERI PROJECTI BUILDING ORDER DESCRIPTION,PROOLICT OF THE ORAWINC T17LEI �► D�tEI DATE- IT, AG FILE N01 WALL SECONDARY CROUP, v DATE 08/TB/98 oe�rr FTI o�Avn eTl BUTLER MANUFACTURING --- J �® 5AE3RE CONSTRUCT I(,N CO PUGET CORPORATION 1 00' X200' X1 T' MRSS STRUCTURA!_ ELEVATION DRAWING NUMBER, REV. COMPANY ORDER ENGINEERING PORTLAND ORE T I GARD 254SL/BOMPH UBC B5 DETAIL SHEET CIIECKEO 1r1 CHECKED �TI GENERAL OFFICES—KANSAS CITY. MISSOURI SYSTEM 2#COLLAT D88- 061849- O5D 00 '� X11+- ... �7LTd8'df' �� ,. ... . . ...... .... .. .... ..,.. r snL+"h�3lilBt�i94.?2ualtdMGY17..J�+��'!T,�"i�sn.'.:.gG,!"`:. .. ti..u�„ ..ns• ^•.•„*.•••r•�� �.b,"•rl�a�^^�ellta�.^.axassee+•-.. r !nwnts5.n., ^.,.,rw.,..a.westeu�•^.aprem7•^s,-._m.-•.i*:rt.w+ . ...,,_ .,. .........,.,..:,, - ....,..,,.,. _ 1 ( I ��"'� � � I� SIrii � Iiii � 1 i � � i , �t� i i � � i � r I� � � I � I int � � � � � � I � 1 i ��i iii iii i � � � � i � � i iii iii iii � � i i � � iii i � � �1 � s � •� i � l � i � � ii � a ` Ii � � � if� i � i � � si �� NOTE : IF THIS MICROFILMED ' -� ? -- 8 ( O 11 DRAWING IS LESS CLEAR THAN I THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL. ` DRAWING. ..._ .. _ - - ----------____ _------ _---------__ __.----- o� 62 ez tz 9z sz 1pZ EZ ZZ iZ OZ si of LI 91 sl bi Ei 21 � 01 6 e [ 9 s b E Z APRIL 1991 + � 1 i ,'d�� ,. ;. � err,..` Rs E ,Ih:f. a ;"'1"�l�'�.S`P��.o`.k�i�C����pp,,i�:;•�r,. N ,,.;�i [�yF,.�.,,� + .r ..+.J.e,..' rw.r:..rw••...�,..+.. .. ..... .,,i�;^n•- ... y� .�^',";'w`..1"":.. ... i..,{, . I _, r. N 1 J 7. �,�..JI �.r ..I'�:.,..�-�f d• .:...r!�.:. �t nilu"'�t,,.; roe�I ,L�� - ... . yam. '7► • k_�� .�o4ti�rp h ':'r r...Rk'rTT'si�: nRa-- WALL PANEL SCHEDULE ID PART EXT. IPit• LENGTH DESCRIPTION NUMBER SUFF•SUFF. A 570216 B00 210-2 BRI] MT PNL B 570216 B00 213-2 BRII MT PNL C 570216 800 216-2 BRII Mt PNL 1. 1 570246 800 1 219-2 PRIi Mt PNL ?•.�.;•'. �.1 ", s��t%� f 570216 8001 222-2 BRI 1 MT PNL _ \ • , _ r, ( F 5102113 800 225-2 URI I MT PNL G 570216 B00 228-1 _BQl1 MT PNL N 570216 800 231-2 BRII MT PNL r• � ! I J 5702461- 800 23 2 BRII MT PNL n} �•�� liJl�. b� '• f t t < • • • A U V SJ V O O O O W W W W v b b v V V O V X 2 X = j1 • ,.06. �{ i SI?,NOARD NOTES# WP0010 INSTALL OVERHEAD DOOR TRIM FOR BRII WALL PANCLS PER DRAWN;. • � s . �� %�.t". C-101219 Y .7:;, r te+ b7�. YP00:4 WALL PANEL-TO-PANEL FASTENERS ARE 097233-30S. '•,:� '•� WPOO19 BUTLERIS WALL PANEL TO STRUCTURAL FASTENERS ARE 096865-SB. WP0028 FOR GENERAL BRI! WALL PNL INFO. REFER TU THE FOLLOWING DWGS 1 `i f` 0-010/217 - GENERAL PANELING INFORMATION .- C-0105017 - INSULATION AT TOP OF WALL •#' C-0107315 - SECTIONSDTHRU ACCESSORYLOPENINGS ' ;'ray" •�•.. 2.5'-0' L 25'-0' � 25'-0' YP0030 THE DIRECTION OF ERECTION FOR BUTlER1B' lI WALL PANEL IS — LEFT-TO-RIGHT. �,- .•v'wt�`'*7G �s- 100'-01 :r , �-y FRON ENDWALL PANELING ELEVATION u .¢ AT GRID 1 �''-^lift"'7� y' �'t1'•�f,.-v"1 ..y �� fly '�•�a'���`y'��11��'��j�����•ll W. 1 �:e� !C• 'i(:4`� "�A',1 •� �-� 2 Z Z I t', O V O V r Is V W W W W O O O O V V V V T • • • < < < < - 4�i r it �>•�ti"' ( Nt ' •a oi • -� .k E 25'-0' 25'-0' w� 25'-0' 25'-0' � . 1001-0* D dD �d .... .• � .;fid!•• t REAR ENDWAU PANELING ELEVATION AT GRID 9 r• ,.'• • 4. • :Q INM� �,. REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER, PROJECTS BUILDING ORDER DESCRIPTION& DRAWING TITLE+ AG FILENO- D�rE o�rE. --/� D GROUP@ V DATE- 08/18/88 <• - DRAWN IIT, DRAWN BY, BUTLER MANUFACTURING —'�"" ® SABRE CONSTRUCTION CO PUGET CORPORATION 100' X200' X 1 7' MRSS WALL PANEL oRAWtNc NUMBER, REY- COMPANY ORDER ENGINEERING PORTLAND ORE T I GARD 25#SL/80MPH UBC 85 DRAWING CHECKED YV. CHECXED IV-• GENERAL OFFICE-KANSAS CITY. MISSOURI SYSTEM ?..siCOLLAT 88- 061849- 06 OQ 1\•ICL I if••!F'881. 6 7 2 �rRw �+ ; ;,. rrNtc; L+r 5rr. y�QYrbi�^sC; YID' "llar! U71!$]Nt3 ir I I �><Jill 1111-11-i I I I 1 1 1 + I I I I I I I I l l l l i i l l ` I I !•• l ,� •;�o.. •^ - � -' +- ^ ..,. • 1 I 1 1 I I 1 YI ! I I l I ( fi l I I I I 1 r1 I I 1 I I II III III III III III III III IIIIIII 1II III III � III III III I i I ILII NOTE : IF THIS M ICROFI LMEU I 2 — 4 5 6 7 10 --- I ' DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO 71 THE QUALITY OF THE ORIGINAL. .` DRAWING. ^oc 62 92 LZ 92 SZ tiZ EZ - zz 1;3 O Z 61 of L I 91 91 Ap I E 1 21 11 01 6 6 L 9 9 b E Z I,►�i�lllllllll�lllllllll�llll(H�Nillllllill'�1.111111II�IIHIIIu�Ilullul�INIIIr11�11IIlIiI�I11111111�t1(,�tlti��ItIItI+IIIIII�IIIt�llltltll��ltltltilllltt1��41111'ItIlI1ItII11iIltultllUltltllut11U1lulULWIi�IIIIIIIII�1111111111111111li�,��llll� �I�I 31 1991 vlx .. ; -- -«................. .. ..,_,......,....,...-,.y....»_. ...__-..,..,....w-....... 4. - / ''9+G:a'..,tyMft•,ty'w.. „\, ....- - r`. . ...xwna�++.n,.. .... � w 1 WALL PANEL SCHEDULE ]JOPARI_ EXT. TNT LENG1H CESCRIPTION NUMBER SUFF.SUFF. KI 570245 600 212-0 84I1 Mf PNL L 57020 600 091-I I BRII Mf PN, • - . Y 1{ Y Y Y Y Y Y Y 1[ Y Y Y • Y Y Y Y Y Y Y Y Y Y Y Y Y Y li Y Y Y Y Y ` ., .,r•1 ,• . FRAME j MATCH 25'-0' ITYP1 25'-0' {[ 25'-C' 25'-0' AIALINE s f - . . 2001-01 LDCtDdD ct) -` - LEFT SIDEWALL PANELING ELEVATION AT GRID A I I I I • ' FIELD WORK t ALL PANELS --- ---- --- -L--- e•-C• x 10'-0- B•-0- x 10'-0- 81_O" x 10'-0- e'-0- x 10'-01 OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR MATCH FRAME (TYP) 251•-0 25'-0' 25'-0' LiNEAA .f 200'-0' .. a dD cJ l_ J .' LAG 1 LEFT SIDEWALL PANELING ELEVATION AT GRID A REVISION N0. 1RCHECKE3 ISION NO. 2 BUILDER, PROJECT- BUILDING ORDER DESCRIPTION DATES DATE-1 PRODUCT OF THE DRAWING TITLES AG FILE '101 CROUP, V DATE, c 8/I8,i88 DRAWN er• BUTLER M A N U F A C T U R I N G ® SABRE CONSTRUCTION CO PUGET CORPORATION 1 00' X200' X 1 7' MRSS DRAWING NUMB-R-_ CHECKED BY. COMPANY ORCER ENGINEERING PORTLAND ORE T IGARD 25#SL/80MPH UBC 85 W DRAWING L REV. GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM 2NCOLLAT D 8sJ -- 061849- 0-0,]A 00 ,, (�jr � o � ►' 010 � 1 � o r � o � ri � alr �+Ilo 1 � 1 � 1 � 1 I � III � I o � lll_jl 1 )1 l � a. i � l It'll I � 1 I � r Iii I � 1 ISI I � r leo l00 0 � l 1 , 1 ISI 101 1 � 1 I � 1 I � 1 Ido rho oil r10 rlr r � r r � r ill oho 0 � 1 olr r1r r � r rll � ' . NOTE : IF THIS MICWIFILMED �'- --�"--- I 2 3 '� —5 7 8 9 10 DRAWING 1S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO r '1 THF QUALITY OF THE ORIGINAL DRAWING "_ --- - -- _-- ---- , E 6Z BZ LZ 9Z SZ bZ EZ �:� 1 pZ 61 01 L 1 91 sl b I El "al 11 41 6 9 L 9 S b E Z I - •"� •- - ,►IIIIIIIIro1111o,ollrrrlrrrrlr�orlrroolro1�u1111uII�11i11111t�rruhrw�rul�rat��orl1ti111111111111�1u�11I111111�II�111111�1I11�1u111111�11111�111111111�f1IM11�111111111IIIt011111�1111i1111Ii111llill�l�ll�i,u�lll11�1111111111111111111111111�.;�,�tu�»liWu��tu��lul��►� APRIL 1991 00 _. rt w. w• �. fir.•. T cp cp qD ROOF PANEL SCHEDULE 200'-0' !0 PART SUFF. LENGTH DESCRIPTION —� HOLE TO -0OLE 1 NUMBER 251.0' A 027057 645 4IB 0 1 RAME `BATCH BRI: EAvE PANG; aL1N j J3'-IO J'/]2 TrP. -- SINE B 027067 645 426 J BRIT SPLICE .b .•. ,• a�y - DAVE, ALZV JS—p J/g ,, • C<� 560379 645 370 4 BR11 SPLICE �AtiEL ALZV T ,;• ' '3/.• +' I STANOA00 NOIESI RP0003 FIELD WORK SYMBOL ON ROOF PANEL PLOT INDICATES ONE OR MORE RCCF +!peel.� fK er PANELS IN PANEL RUN REQUIRE FIELO CUTTING. 10 INSURE PROPER INSTALLATION OF CABLE TRIM. RETAIN MAJOR CORRUGATION OF PANEL ATEDGE Of CUT. RP0007 ROOF PANEL-TO-PANEL FASTENERS ARE 096306-LR. 4�1..�', �� - s�I r. •' T'fi'ti�� RP0015 ROOF PANEL-TO-STRUCTURAL FASTENERS ARE 096583•LLR. hr !Y'- '�•-ITR, ;+YRw RP0025 A. FOR ROOF PANEL SEALANT APPLICATI^N. SEE OWC• 0-!02961. � .•r�ti+��•ah' �+ t v I B DIRECTION OFLERECTIONO REAR ENOWALLFOR LACRCSS !THE ROOENTIREPANELS IS FROM - _ RP0026 FOR ADDITIONAL INFORMATION. SEF PANEL lNSTALLA"ICN DRAWING C-104288. '-•- �;s� � `` ''"I' --I RP0038 W A R N I N G I 'K a '11, —� PANELS WITH PROTECTIVE OIL COATING ARE SLIPPERY. Q PROCEED WITH CAUTION. WIPE CLEAN IF NECESSARY. n r ,. i $ A Ld p p ti- ieT•�_'-.l.'! O O I m m 0 0 m 0 00 m m m m m m m m m m m M m m m m m m m w mtz m m m m m m o it. `�,�-".'�HC 14d'IA��'ca•? ':, r�y�`.�+;.N1{�rK Via:{. 4:.�,'���`+�w"1'� .r•••• ) u. .�•,, C) U V U L V U U U U U U U V 0 V C) V U V V U V V U U U V V V V 0 V V AX x �.+ �—7 r. REVISI;'V NO. 1 REVISION N0. 2 'A BUILDER, )� DATE, PROJECT, `�—L \ PRODUCT OF THE BUILDING ORDER )ESCRIPT[ONi (9.f=��] � DRAWING TITLE, AG FILE N01 �sw GROUP, V IDATE, 08/18i89 B U T L E R M A N U F A C T U R I N G - -- SABRE CC ASTRUCT I ON CO PUGET CORPORATION 1 00' X200' X1 7' MRSS RC,OF PANEL DRAWING NUMBER, REV. CHECKED bY. C•+ECKEO I+, COMPANY ORCER ENGINEER:NG PORTLAND ORE T I GARD 259SLl80MPH UBC 85 GENERAL OFFICES-KANSAS CITY, MISSuI:QI SYSTEM DRAWING 2#COLLAT D88- 061 849- 07 OC 46 L ' f .i....t.1. _.. .. : .y.I,te-.ij Ae,Y,YJ M' u;:qp '.:..aw r..�.,�. '.u.,:-.i. ..:... •.'t. • � f' , ,. ..er:,, ,tr!^'.?,,,- .. 41lMaVn+{g�1,T.+...c•+ .•*•I..+..u,....�rwsr.- '.!•+*.nrr•r.---^----__•-•.... �p•fM!YH �� � � e � el ►I � � e � 111 � e � e1e � � Ie � �-� e � elel ° 11 � ° Iii ° I ° 1 ° � ° 1111-f° I °111 ��1� Ir° � rfiI111 � 111 111 � IIllelt � ll , lle � lle "• Il � f� l ° ! ° � ° � ° ° 777777 IIIIIIe e � e � ele i1i eie � � e eke ire eke ell ele eie e1r' ear i�,� `' ._ � � ' NOTE : IF THIS MICROFILMED =-�-••--�—F ---� 7 B i?Q 1Am DRAWING IS LESS CLEAR THAN — — THIS NOTICE, IT IS DUE TO THF: QUALITY OF THE ORIGINAL DRAWING. OE 6Z 8Z LZ 92 SZ bZ Ez ZZ 1z Oz 61 81 'L I 91 51 b l E I z 1 11 01 6 B 11 9 S b E z I 1 ! II APRIL 1991 ,., �►!I elleleeee �eeeleeielee�el►i�eleeeeleee�I�II111111�I1H�1in��e�il�>I��ni�ili�ee���ee1111111�I111�I1U�l°lIIIlII�It�ellllllleellilll,Ill,I,��IIII�IlII�IIIIu�i�f111�llllli111�11��111111�1111111>1111u1�1111�1�11�1 �lleeiele1ee11111111��1111111 � �� r'�r,^nw,x"�•�^wistr�rt radNtnrrsrmr;•us�v+N��: �:el^F^ -�, .- .�r=��� ,:.. .. 1� <;_. ., _ ,T�Alr,x;,,r,..,�., � � .., 3rpt .. .. SIM- - •. „� .w _ _ .. . . ... _.. .._... ,Ir cp 1 cp 1 qD -- - ROOF PANEL SCHEDULE 200'-0' 10 PART E. LENGfM DESCRIPTION HOLE 10 MOLE NUMB 23'-0• 2S'-0' A 027055 419-0 BRII EAVE PANEL AI.IN J]•-10 31/J2• MA!.H 25'-0• 23•-Q• iRAME LIN 1P. B J027065 426-J BRII SPLICE PANEL ALIN 75' 0 ]/H•5 370-4 BRII SPLICE PANEL ALIN26'-10 15/16' a K• ; < Z n b I I 88 m m m m m m m W m m m m m CD m m M M M M M W M M M m 07 M m 07 M Co m C F-- U U U U V V U i V U C,1 V U U U U U V U U U U U 04 h V t+Hrti'r r. W FIELD WOVm �OOF PANELS . Y! ' S s REVISION NO. 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