Loading...
14600 SW 72ND AVENUE-10 C 13'-0' SPECIFIC ERECTION DRAWING LIST FIELD WORK SUMMARY "— THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER WIND BRACING SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU iN PUTTING UP YOUR FW0088 FIELD WORK MAY BE REOUIRED ON RC, BEAM FOR BRACING CLIP AT BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THS SAME SIZE INTERMEDIATE LOCATIONS. Q AS THIS SHEET AND CAN BE IDENTIFIED INDIVIDUALLY FROM THE ROOF SECONDARY TITLES AND DRAWING SEQUENCE NUMBERS FW0019 FIELD LOCATE HOLES IN PURLINS/GIRTS FOR CJNTINUOUS PURLIN/GIRT THAT APPEAR IN THE LOWER RIGHT HAND CORNER OF EACH DRAWING. (2) TWO BAY BUILDING STRUT CONNECTION. ►( G WALL SECONDARY ATTALNES TO GRAYING TITLE$ _ - FW0025 FIELD DCCUT AND DALOCATE HOLES IN SIDEWALL GIRT AND FIELD WORK 1 AD F L GNgo E CONDITION, J1 I 1 AC3ALEntT— FW0030 FIELD LOCATE SLOTS 1N SIDEWALL GIRT FOR SIDEWALL ROD BRACING rti ROOF DATE$ 0;/16/83 AU G `� 7 19^^ BUILOINUUI --- -- CONDITION. [`.l t( uJ`JI { I SECONDARY G STRUCTURAL DRAWING NUMBER, REVISION FW0045 FIELD WORK GIRT CHANNEL AT CORNER BUILDING CONDITION. (3UTL.ER ORDER FRAMING LAN 083- 123456-05L 83— 1 23456-05L w No 04-O�a554_ UNIT t T I TLE L SABRE CONST�UC%T�C�I DRAWING (if I THE YEAR DURING WHICH YOUR SEQUENCE I , ORDER WAS ENTERED / NUMBER COVER DRAWING NOTES L - - —� OFEYOURLORDERER DER NUMBER--/ REVISION LEVEL OF THE DRAWING. IF THE DRAWING HAS NEVER BEEN STANDARD NOTES, REVISED. 00 APPEARS HERE. C00001 ATTACH PATENT PLATE 007849 TO THE WEB OF AN INTERMEDIATE FRAME D89-070953-00 COVER DRAWING - SHEET COLUMN AT EYE LEVEL. U D89-070953--01 SPECIFIC ANCHOR BOLT DRAWING - SHEET I D89-070953-OIA SPECIFIC REACTION DRAWING - SHEET 2 CD0002 PARTS REFER SHOWN MAY BE DUE POSSOBLEISUBSTIBUTIONSON TO KEY PLA"J 085-070933-OIB ANCHOR BOLT DETAIL SHEET - SHEET 3 D89-070953-02 INTERMEDIATE FRAME ERECTION DRAWING - SHEET 1 089-070953-02A INTERMEDIATE FRAME ERECTION DRAWING - SHEET 2 D89-070953-02B INTERMEDIATE FRAME ERECTION DRAWING DETAIL SHEET - SHEET 3 D89-070953-03 WINO BRACING DRAWING - SHEET I D89-070953-03A WIND BRACINU DETAIL SHEET - SHEET 2 DBS-070953-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET I D89-0709'3-04A ROOF SECONDARY STRUCTURAL DETAIL SHEET - SHEET 2 1)89--070953-05 WALL SECONDARY STRUCTURALELEVATION - SHFET I 1)89-070953-05A WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET SUPPLEMENT;NG THE SPECIFi^ ERECTION DRAWINGS LISTED ARE SEVERAL GENERAL ERECTION IRAWINGS CALLED -PLANOGRAPH;'. SEE THE DRAW,NG MANIFEST rOR A COMPLETE LIST OF THESE DRAWINGS. THE ABOVE SPECIFIED BUTLER BUILDING ADDITION WILL RELY ON THE ADJOINING STRUCTURE FOR SUPPORT. IF SHE EXISTING STRUCTURE IS NOT AN EXISTING BUTLER BUILDING IT SHALL BE THE 'RESPONSIBILITY OF THE BUTLER BUILDER FOR SELECTING A QUALIFIED ENGINEER TO VERIFY THAT THE EXISTING STRUCTURE AND ITS, FOUNDATION IS CAPABLE OF RESISTING ALL LOADS IMPOSED BY THE NEW BUTLER BUILDING ADDITION. tRRooff 2e ,� 141313 0 Ti GON v N R E V I S 1 C N NO. 1RI.ICKCI 1510 N N 0. 2 �"� ' :rr�air z;fc,'r�Kra;;•��ra�.,.ate DATE$ ----------- -- BU i I.DERPR71 /� o� PROO1)CT OF THE 81JILDING ORDER DESCRIPTION, DRAWING TITLE$ ,� -��•-��/'�'� AG FILE NO- DRAWN GROUP$ V DATE,DRAYM BI$ � OB/DI/B9 B U T L E R MANUFACT U R I N G UUU ® SABRE CONSTRUCTION CO ROGER:S MACHINERY 44 ' X43' X 1 6' MRSS COVER DRAWING DRAWING NUMBER$ REV• CHECKED BY, COMPANY ORDER ENGINEERING PORTLAND ORE T i GARD, OF 25#SL/90MPH UBC 85 GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM �.....�. ,nw�:R.,,,�,�,. D89- 070953- 00 0 0 R t l...r .. IV1 .� ..I..t — � �. r -•cs$�`yrs a: """' '�- Y_ _. -. .. � � :ti f � � � � I � l � 1 � l � 1 � � � 1 � � � 1 �-fl ` i il � l111 Ilr �•1� � � 1111_l � r �1 � i� r �r � lll- 11'Iill � � II �-lyr illl � � � 11 ► 1 � 1 � � Ilir� � IIr � l1y � 11 � 11 � 1111 � 1 � 1 � 1 � 1 � 1 � il � � il � � I � f � l � 11i � r1 � � lilil � � I � iiirlif � X11 ,. . .. y 34 5 6 g 9 NOTE : IF THIS MICROFILMED _ 4 • 10 I DRAWING IS LESS CLEAR THAN -- THIS NOTICE-1- 11T IS DUE TO SHE QUALITY OF THE ORIGINAL DRAWING. 0£ 62 9Z LZ 9? SZt bZ £Z ZZ 1? OZ 6t 81 LI 91 SI bl £ I Zr II Or S a 1_ 9 S b £ Z IaN�i�+ �fl1 Ulif�lll �Illf������������ll���l�I���t��1i11111it11�1���i�l�r��t�t���w{at+t���ff����N1111111�1I�Iir�ll�ll,li�lllllllll:attlll�!N�I�II:I�IItI{IIIIIIII��llil��ilr{rlilllltl�1111�1ir1�11���11!l��lltr11J111Irl���lll�l:lrlullllll�tl111 ' 19 ' DECEMBE �:.. . w �n t.mss,..._ ,�.,.._........., s'0 b ...W- .-..•+.aria .. ..._. .. .. 1991K•. ,y!� Pf,117. n !��q@p ��.,dYy� Y�p{i 1 C I, r f Y 5 EW 43'-0" EW STANDARD NOTESs A80007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE BAYS 18'-0_ 25'-0" SQUARE, LEVEL. AND SMOOTH. FRAME 1. (TYP.) 1 _p" A80009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE. DO NOT HAND SET ANCHOR BOLTS. AB0010 ANCHOR BOLTS, NUTS AND WASHERS MUST BE ASTM TYP- A307. AB�,013 USE REINFORCING STEEL AS REQUIRED. PROVIDE FOR 10RIZONTAL LOAD ON ANCHOR BOLTS. ABOO14 CAUTION, RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT "HE BASE OF THE COLUMN. IN SOME CASES. THE HORIZONTAL FORCE IS GRLATER THAN THE a VERTICAL. A FOUNDATION OESIGNED FUR A CONVENTIONAL Q STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO MAKE ADEQUATE PROVISION FOR THE HORIZONTAL_ THRUST CAN RESULT IN FOUNDATION FAILURE. r— ABOO15 NOTE FOUNDATION DESIGN AND ANCHOR BOLTS. NUTS AND WASHERS 401 I BY BMC. ANCHOR BOLT LENGTH SHOWN IS FOR ESTIMATION I' ONLY AND PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. r: I SIV ( ABOO16 REFER TO DRAWING C-104161 FOR RUTLERIB OR SHAD06RIB WALL a_ N r I 1 BASE ANGLZ INSTALLATION. A22� I A226 I A228 J J Q � 0 ( Iz I b Z O it iV I I � I I Li. o o I I 1 n h N N A516 i 16 A5I A516 ,. � ,. I id. —41 � S F W EOF 43'-0' M1T TYPICAL UNIT 1 ANCHOR BOLT PLAN 1 3 x �rrr� .�r�Noro� REVISION NO. 1 RE'd SIGN NO. 2 BUILDERS PROJECT, BUILD;NG ORDER DESCRIPTION —� FRUOUCT OF THE DRAWING TITLE AG FILE NO- PATE, IcAdECKEDBY SPECIFIC t-_ ----� GROUP, V DATE. 08/01/1 DRANK BY- BUTLER MANUFACTURING ® SABRE CONSTRUCIION CO ROGERS MACHIN;11Y 44 ' X43' X1 6' MRSS ANCHOR BOLTCRAw1Nc NUMBERCOMPANY ORDER ENGINEERING PORTLAND ORE TIGARD. OR 25#SL/90MPH UBC 85 DRAWINGCHECKED eY. CENERAL OFFICES-KFNSAS CITY, MISSOURI SYSTEM D89- 070953 - 01 i J1 r .r ,,,P` , - __ � .� .. ,, .,,� • - � __� - _ _ .__ �,.� '�".. _ _..,_ .-.+v...nls.r�ia. - --- _.. r .- ,. . ....___�-s.�- -,. �'lYm'�� ��r��.. NOTE : IF THIS M ICROF I U4ED I i DRAWING IS LESS CLEAR THAN THIS NOTIO,E `IT I'S DUE TO THE ,QUALITY OF THE ORIGINAL DRAWINGOE 62 ®Z LZ 9Z SZ� 0 EZ ZZ I Z OZ 61 131 L I 91 GI V1 £ I Z i 11 01 6 ® [ 9 S b £ z I a� a I l - �il1 t111111111�II1111f; {����Ilfllflllflltlllfl� IIIIIHIll ifuliital M itt;itf;�wfl11 111f11111t1thlullI1111111111+r1ltt11111110111!41111111111111fffft11111111iiiiiiiiiiiijlllll 1111111111131611111111fill fl�fllitllrirttlilrlt�11�1 1iJl�Ill111J11�1111�1i.U�1rlJ�rlf.l�ll�Ijtt�� • ..ulMNxr.n+w�....,.+N..rr....�,.wm3:sn�.ir.,.:,, � 1 �7' DECEMBEI 19 1991 mmm=mwuw^ If- •r�rraN■■Nw� 'P' n i i I FRAME REACTIONS - UNIT 1 FRAME REACTIONS - UNIT 1 FRAME REACTIONS - UNIT 1 DL + UPLIFT- DL + LL — DL + WLL HL—I I NY— F_T__ I VI N • - HIS I I X( I _ .-L-.,b cb c (JAD C�) VII r FRAME RATIO NL YL YR MRI VI Y2 YJ YI YS YB Y) YB Y9 YIO YII YI FRAME RATIO ML YL YR HR VI V2 YJ VI V5 YB V7 YB YB VIO VII YI FRAME RATIO ML VL YR HR YI Y2 V3 YI YS Y6 Y V9 VI VII VI AT CRI05 OL/IDL•LLI dD A7 GRIDS M/ATIO ) z D.000 I -I AT GRIDS OL/fDL•LL) 2 0.000 1 5 I0 -I 20 1 1 3-1 0.000 0 1 '3 12 - 1 1 1 1 J-n 0.000 1 0 4 10 0 22 2 0.000 -5 -1 -2 -2 -J JJ 0.000 1 0 1.1 1 -2 -3 -8 FRAME REACTIONS - UNIT 1 FRAME REACTIONS - UNIT I DL + WLR DL + LL + . 5WL FRAME REACTIONS - UNIT I -� OL + . 5LL + WL 7 HL H,_ I f -I- -� I I H( w II M I I N.— I Mc—I I K III N ldD _1 M YI N FRAME RATIO NL YL YR MR VI Y1 YJ YI YS V6 YT YS Y9 YI VII VIZ FRAME RATIO NL VL YR NP YI V2 YJ Y/ V5 V6 V7©YS Yp VIO VI V12 FP,AME RATIO ML VL VR HR YI V2 VJ YI V3 V6 VrY Yv YI Yll YI AT CBIOS OL RAT T10U AT GRID OL/ATIO 2 0.000 5 1 -J 1 -9 AT GR 103 DL/(OL•LL) 3-1 0.000 0 -3 -3 a -I 2 0.000 1 7 S I N x 0.000 6 5 2 / I 3-1 0.000 0 7. 7 3 20 7-1 0.000 0 -I -I a 9 ! REACTION NOTES( I. THE REACTIONS ARE STATED IN NIPS. 11 NIP 1000 POUNDS) 2 OPPOSITE GATIVE TOI ARROVT INDICATIONINDICATES DIRECTION OF REACTION IS { J. THE REACTIONS SHOWN MUST ACT ON THE FRAME IN THE DIRECTION 1 SHOWN TO MAINTAIN STABILITY, iNE REACTION ON THE ANCHOR I BOLT OR FOUNDATION WILL 6E IN OPPDSIIE 01NEON TH TO THAT SHOWN BY DIAGRAM. 1. TO FIND DO (DEAD LOAD) FRAME REACTIONS. MM'.IPLY GIVEN DL • ' LL (LIVE LOAD) REACTION BY THE RATIO OF OL / (OL • LL). $. MOMENT REACTIONS ARE STATED IN INCH-NIPS AND ARE ASSUMED TO ACT IN EITHER DIRECTION. REVISION NO. REVISION x0. 2 6. REACTIONS FOR INTERMEDIATE FRAMES ARE FOR ENCLOSED BUILDINGS ONLY. vewv'rn ® PRODUCT OF THE BVILOER� PROJECT' BUfL01 MC ORDER OESCRI PTION ORAMINC TITIEl AC FILE N0, vnnvv e.. � nn,w '� BUTLER M R N U F R C T U R I N G � -�m GsauP, v DATE, eR/oveG ORDER ENGINEERING SABRE CONSTRUCTION CO ROGERS MACHINERY 44'X43' X16' MRSS SPECIFIC DRAWING NUMBER!, c„a,(v 11. COMPANY Y„ COMPRNY PORTLAND ORE TIGARD. OR REV' GENERAL WFICCOMPAS CITY. MISSOURI SYSTEM 25NSL/9OMPH UBC 85 REACTION DRAWING FIERMYT NON 89 1 15 IDE39-070953- 01A 00 :rIPJl Cl IIllI11111 ! 11 ! III '11111 1 1 1 { 1 1 111 1 1 1 111 III 11 IJI 11 h 1 '1 I Th !- III I I ! � I I IJI IJI I [ I 1 I II If- 1�1- IM 1 , 111111 ,�� ltlttlllt ! l1111111111Ii11 i�! ! ! l111111111 _ +��� ` 1 J I J I J 1 ( Y,� NOTE : IF THIS MICROFILMED I— -- 2 ... 3 4_ 5 • 6 7 8 9 10 iI 12 J DRAWING IS LESS CLEAR THAN I ---- � ..NIS NOTICE ,- IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0E 62 Oz Lz 9z SZ� rz 6Z ZZ IZ 02 61 BI LI - 91- sl IF EI 21 II 01 - 6 9 YI 9 s �L b� E z 1L'.�•1•M dIII,Ii1111111111111uIIIHIIH1111u1J1NIIllIIIMII{ItNlltll{Illlltp6�p1lItI1J1UIIH4J1111�1U:ILIIII111JIIU111111n1l111HJlFlu;(11JnuINn11!llLluhnlluub,ullul�uillnulnol11111111J)�j11lINlIIINILI111111!hwb1ll11fHllllllu,lllulele:!Illnuhu►,fUJlhn, I 'lD CEMBE .h 19 1991 XSIDEWAL SIDEWALL SIDEWALL 10' �— 9 1/2' 1' DIA. 9 I/2--� ANCHOR BOLTS3 5/8' / 3 5/8' 9 3/8' S /8' 3 5/8•� 3 5/8' 3 5/8' = PROJECTED2 1/2' 'u 1 3/4. DIA._ 4 DIA. ANCHOR BUL I7PROJECTED 2' __ _, r 11 �r -- ANCHOR BLL'.S r--= rr — -i ANCHOR BOLTS r — I I 3/4' DIA. 3/4' IA. II PROJECTED 2' II I I TS PROJECTED 2' , PfT(SJECTEDAN R �2" - �T- 6 I U IIT t I 11 �, 5 6 h m ~ J --- JJ LL J1 3/4' s/L2jj2 11 1/4' , 1 3/4' 1/8' Y oI U FRAME I I /4' 5/8' 3 3/4' I Vo Vo 10 Vc1 � ENDWALL SECTION ENDWALL SECTION DETAIL A226 INTERIOR COLUMN ?AIL A231 CORNER POST (LEFT) TAIL A232 CORNER POST (RIGHT) CORNER POST (LEFT) INTERMEDIATE POST (LEFT) SINGLE 9' POST SINGLE 9' POST TAIL A233_ DOUBLE 9' POST -TAIL A241 SINGLE 9' POST IU' — SIDEWAL_ OR ENDWALL EDGE OF ANCHOR BOLTS FOUNDATIUN PROJECTED 2 I/2' FLOOR LINE n • • • 0 in :__ _—7 z � 12' FRAME SECTION A411 TIP. SECTION AT EDGE OF FOUNDATION UN-NOTCHED BASE I DETAIL A516� SIDEIJALL COLUMN 1 ' REVISION NO. 170 REVISION NO. 2 BUILDER+ PROJECT- BUILDING ORDER DESCRIPTION, r--`� PRODUCT OF THE DRAWING TITLE AG FILE N0� DAtE- DATE, __.� GROUP, V DATES 08/01/69 DRAWN B/. DRAWN BY, BUTLER MANUFACTURING --� ® SABRE CONSTRUCTION CO ROGERS MACHINERY 44' X43' X 1 6' MRSS ANCHOR BOLT ORAWINc NUMBER REV. CHECKED 6T- CH:CKEO B'I� C 0 M P A N Y ORDER ENGINEERING PORTLAND ORE T I GARD. OK 25aSL/90MPH UBC 85 DETAIL SHEET GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM 1 U89- 070953- 013 00 41 eYy.., - W ' - � I I I � I I 1 I I I I _��111, IIc � lll ' � i1 � 11 ! � 11 � 1_I1�� 1 )�� 1 � 1 � � III�lI1 �'II1 � 1 I � I �•lil 111IIlli 111111 lll � l� i I � lilyl lllflll III III 111 111 1111111 111 111 111 tll 111 111 111 111 I� 1 111 :�^ 1.4 NOTE : IF THIS MICROFILMED 6 7 S 10 1 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE ,'''IT IS DUE TO THE -QUALITY OF THE ORIGINAL 1 DRAWING, .,«- --' _-- .- — - --- -- --- -- - - -- - -- ---'-- — --- -- ---- 1 ' OE 6Z 9Z LZ 9Z SZ� VZ EZ ZZ 12 4Z 61 Of Ll 91 G1 b l E I 2 s 11 01 6 9 1 9 5 b E Z 1 31r1jw ,�'� �T. ►111�IIIIIIIIIIIIIIIIIIIIIIIIe►111111111II�IIIIIIlit�twl«I1n���tl�llfs►11�1� �11r�w�llr1i11r11i1111I�11u�1ilslsiss�1111�11s11111tt IssI+11N#lit�sllllllll�l11111111�1illlllll�llt11111d11ll1111' DEC "w,.N. MBE 1�1lIIIlsslllt�t1�111111111�11s1111ss111t11 ! 1 19 1991 ..,. _ •+.,r.Vyn.. ..__..�_._.,.�.,�,.-_.1.�..,....�,�.��_. __ .._ ._ SIL t� w•m•anrw rwr..�+.,,+r ?.herr -tr - e "M1 vrY; .) ,�ri�..,' :i:'tx- r.� I I PART SCHEDULE Y _ L ] PART NAME PART NUMBER PART LENGTH FIELD . WORK 33 ROOF BEAM _ _ V79180 4'-Il 5/16' 34 ROOF BEAM V79190 38'-1 1/2' 35 _ INTERIOR COLUMN V79200 13'-11 11/16' 2 SPACES AT 36 _ EXTERIOR COLUMN _ V79210 18'-8' _ 2._11 1/16" 37 EXTERIOR COLUMN V79280 15'-0 3/32' 23/32" 5'-2 19/32" 2 SPACES AT 4'-0 1/8„ - 1'-5 1/2" 2 SPACES AT 38 ROOF BEAM V79290 4'-11 1/32' 39 ROOF BEAM V79300 37'-0 5/32' `-1-107/1,1�� 5_O 7 32' I 40 INTERIOR COLUMN V79310 I4'-11 3/4' 41 EXIFRIOR COLUMN V79320 18'-8' _ pURLIN — LOCATIONS Q Q CD 0 0 3 F1_ANGE 12 BRACES r� BOLTED CONNECTION SCHEDULE 8 O QUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL ~ A 08 097282 5/8_X2-1/4 BOLT A325T 095233 A G J93r B 04 097282 5/8X2-1/4 BOLT A725T 095233 e] 00 C 04 097281 5/8X1-1/2 BOLT A325T 095233 D 08 097284 3/4X2-1/2 BOLT A325T 095235 E o4 0577.Al S� X�- 4 OOT M76 055?33 i, \ 140)-/ C,1 FLOOR `-C 377 LINES Ll FLANGE BRACE SCHEDULE W DETAIL W ~ YIELD W w Q PART NO. DIM. "Y' WORK s l'-1 1/4" 1'-1 I/16" '� _ 1 005648 2'-4 1/2" C001 16'-I 1/2" INT. COL 27'-10 1/2• 2 005684 2'-10 I/2' C004 SW 44'-0" SW 3 005684 2'-10 I/2' C002 4 005742 1'-10 1/2' C001 i - A B 5 005650 1 -10 I/2' C003 UNIT 1 FRAME ELEVATION AT GRID 2 6 005650 1=10 ,/2• cool _ STANDARD NOTES, IFOOOI ALL BOLTS ARE HIGH STRENGTH iA-325T1 WITH HEAV1 HEX NUTS AND ARE TO BE INSTALLED USING THE -TURN-OF-THE-NUT- METHOD SPECIFIED IN THE AISC MANUAL. SEE DRAWINS C-1080268. 2 SPACES AT 2.-11 1/16 3'-6 23/32" 5'-2 19/322. SPACES AT 4'-0 1/8" 1'-5 1/2' 2 SPACES AT �•_0 7 32" Ir ►Y}• pURLIN O LOCATIONS Q g Q 6 FLANGE (�, 5 4 12 BRACES p 34] 337 C " co I N � 1 J .o C 35 Y C 36 FI ,UK LINE INT. COL 16'-1 I/2' 27'-10 1/2' SW _ �� 44'-0' SW A CtD C UNIT 1 FRAME ELEVATION AT GRID 3 REVISION NO. 1FCHFCKEU VISION NO. 2 BUILDER: PROJECT- BUILDING ORDER DESCRIPTION, DRAWING TITLEt AG FILE NO: PRODUCT OF THE c DAT Et ( MSS Q GROUP, V DA'E t 08,/01/89 DRAWN R/, BUTLER MANUFACTURING SABRE CONSTRUCTION CO ROGERS MACHINERY 44 ' X43' X 1 6' MRSS I NTERMED I ATE FRAME DRAWING NUMBER- REv. C 0 M P A N Y ORDER ENGINEERING PORTLAND ORE T I GARD. OR 25#SL/90MPH UBC 85 ERECTION DRAWING CHECKED Br, GENERAL OFFICES-KANSAS CITY. MISSOURI SYS,rEM I 089- 070953 - 02 0 0 i .10 t '? i. .., r% i --- ( I II I I , I I i 1 1 111 111 1 ► 1 ' III I I I 1110 11 o III 1 1 1 III III t l 1 11 t �l l t l l r l lit l l r l r 111 I I 1 1 ,, ��.* ,._ . __ _._ .�...� ; L I 2 3 4 5 4 7 9 10 f l 12 NOTE : T THIS MICROFILMED --� I DP-".*.LNG IS LESS CLEAR THAN THIS NOTICE-'­IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. QE 62 92 L? 92 SE 10 EZ ZZ I? OZ fit 91 LI 91 51 b I El 21 11 01 6 ® L 9 9 b E Z I '""�" ' �t11�1111�1111�1111�1111�1111��111�1111�1t1�1111�IH1�li�ltil�itt�tNt�>Fta�t�i��lt�{III�M{I�IIi1�1�111111111t11oI�IIIt�iltlXul1�1111JIIit�IIIIIli11�1111I1I11�1111I1111�1111�1111�IIIII1111I11114111��W '1t�IIII�1111I1111�II11I111i�1111t�1111�IlUll!l1�I1111��1�.�,11��1111 .6 CEMBE ' D '" 19 19 9 :r Imp"mm".m.. 4 PART SCHEDULE —.,--,— PART CHEDULE _PART NAME PART NUMBER PAR' LENGTH FIELD . 33 ROOF BEAM v79180 _4'-II 5/16' WORK 34 ROOF BEAM V79190 _38`1 1/2' 35 INTERIOR COLUMN V79200 13'-11 11/I6' 2 SPACESAT 36 EXTERIOR COLUMN V79210 2'-11 1/ g'-2 19/32" 2 SPACES AT 4'-0 1/8" -1tD���b� B SPACES AT y-0 -LIL32"_ � PURLIN LOCATIONS 0 BOLTED CONNECTION SCHEDULE 4 FLANGE -- 12 BRA tCtC S Q OUANTITY BOLT NO. _DESCRIPTION NUT NO. DETAIL B 04 U97282 5/8X2-1/4 BOLT A325T 095233 1 C 04 097281 5/8X1-1/2 BOLT A325T 095233 _ 0 08 097284 3/4X2-1/2 BOLT A325T 095235 B F o¢ OiiX 7: /BX 1�4 801.r A376 �i7:33 0 7343 O 3 C C4 33 GD FLANGE BRACE SCHEDULE _ Q PART NO. DIM. 'YDETAIL (FIELD . WORK C35 FLOOR 136 4 005742 1'-10 1/2' C001 _LINEN 5005650 I'-10_1/2' COO-3w 6 005650 1' 1C, 1/2' C001 Lt - 2 I 1'-0 7/8' _ 16'-1 1/2' INT. COL 27'-I0 1!2' 44'-0• sw UNIT 1 FRAME ELEVATION AT GRID 4 C , 1 REVISION N0. t REVISION N0. 2 _ rSABRE PROJECT, BUILC NG ORDER OESCRIPTION, DRAWING TITLE, DATE, oArE, PROOUC7 OF THE i AC FILE N0, _ GROUP, v DATE, 08/01/89 OaAYNer, oaAUNer, BUTLER MANUFACTURING -- - CONSTRUCTION CO ROGERS MACHINERY 44 ' X43' X16' MRSS INTERMEDIATE FRAME DRAWII'G NUMBER, REV,CHECKED Br, CHECKED Br, C 0 M P A N Y ORDER ENGINEERINGORTLAND ORE T I GARD, OR 25#SL/90MPH UBC 85 ERECTION DRAWING GENERAL OFFICES-KANSAS CITY. MISSOURI ; SYSTEM — D89 - 070953 - 02A OU — -- -. w u lilta4t -7 wV11 1I1 + 11111 +11 + + 1 � I + � �-1�1 + + 11 � r1111111 �� 111 � 111..I111 ��1jj . jl , l I11'1 ( 11 � + li ' 111� 101111 111111 + + 111 �� 1 III � III l � fl1 � 1 111111 1111111 X111111 � � � � � � TII 111 tll t11 + � � 4 6 7 I I NOTE : IF THIS MICROFILMED 3 - 8 1�0 12 DRAWING IS LESS CLEAR THAN THIS NOT ICE "IT IS DUE TO TW QUALITY OF THE ORIGINAL DRAWING. OE 62 BZ LZ 9Z SZ .,t fp E� ZZ 1z OZ 61 81 LI 9191 b I E I Z I 1 1 01 6 a L 9 9 b E Z I �'"•�"' I f a . �� � .-�`�"�`, ,�lilulli+(III+11+11+++I++�+I+�++1+111I+++t�,illlaarHa�nu�a+�,��l�+�I�:r��lII11!IINIFIIIii�ll�llillllilll�lIIIIII113i�iN�±�+��ulllulllllilllll�IlI1111111111111uu�111L�II11111I111f I� � 1 i1i�u11111111111 w � 11� � IIIIIIIII�I��uldt��ulus�luuLu�luuU�W�ul�u�lt�+ ' DECEMBER1991 19 a .....•..,•.r+-�s.,-a:.. ,� _ '- .....r•- . TeWN+,ar=,.A �,.,,_ _� ...,�•+--_._.�r....AY.�_-_._. __._ •_,s„r tab'.mow .^•.+,-..w,,....,, w•, ,( I 1 �- Bill DIMENSION Y DIMENSION Y _ TOP / OUTSIDE DIMENSION Y DIMENSION Y DIMENSION Y DIMENSIONY LANCE ROOF BEAM ROOF BEAM ROOF BEAM 'T_ PURLIh ROOF BEAM PURLIN o WEB , i i THICKNESS ---0¢ I- I 0 0 1 p. ---- --- — -- -- 0 ————— PURLIN \ PURLIN BOTTOM / INSIDE FLANGE i------------ • ------------ ------- ------------.:�. ------------ H - SECTION DESIGN INFORMATION -a`-a-- "---'-"-_ PART DESCR1PTiON BE UP BEND UP \ +s` \ BEND UP "-BEND UP BEND UP-,-,, BEAD UP FLANGE BRACE FLANGE BRACE FLANGE BRACE T'1ANGE BRACE FLANGE BRAA! E FLGE BRACE ROOF TOP FLANGE - 6' X 219' USE (2) I/2' X 1 1/4' USE '2) 1/2" X 1 1/4' USE (4) i/2" X 1 1/4" 8918 BOTTOM FLANGE - 6' X .219- HEX. BOLI (095085) AND HEx. BOLT c095085) AND USE (4) 1/2' X 1 1/4' V79180 HEX. HEX. UT (05) AND HEX. BOLT (095085) AND __ 1/2' HEX. NUT (0950321 1/2" HEX. NUT (OQ5032I 1/2" HEX. NUT '��•^��i 1/2" HEX. NUT (09.032) 059-2 WEB THICKNESS - .120' SINGLE FLANGE BRACE CONNECTION - DETAIL COOT DETAIL C002 SINGLE FLANGE BRACE CONNECTION DETAIL C003 DOUBLE FLANGE BRACE CONNECTION DETAIL C004 DOUBLE FLANGE BRACE CONNECTION _ PART DEPTH VARIES 24' TD 26' USE FIRST HOLE AT PURLIN CONNECTION USE SECOND HOLE AT PURLIN CONNECTION USE F;RST NOTE AT PURLIN CONNECTION USE SECOND HOLE AT PURLIN CONNECTION ROOF TOP FLANGE 6' X 219" `— BEAn V7919U BOTTOM FLANGE - 6- X .219' • _ _ RCCF BEAM 457-4 WEB THICKNESS - .160' - LOW END TO 20'-0 1/2" FRr'" ' 0► cND .140' - 20'-0 1/2" FROM LOW END T. ',H END PART DEPTH - 28- _ SPACER PLATE ROOF TOP FLANGE 5" X .188" 1543;931 BEAM '"10M FLANGE - 5 X .188 V79290 BOT1 w.. 059-0 "EB THICKNESS - ._100" ,r PART DEPTH - VARIES 20" TO 16" •r ' ROOF TOP FLANGE - 5" X .188' V79300 BOTTOM FLANGE - 5" X .188' _ 444-1 WEB THICKNESS - .140' - LOW END TO 20'-0 3/8" FROM LOW ENO .120" - 20'-0 3/8" FROM LOW END TO HIGH END _ PART DEPTH - 16" RCCF INTERIOR TOP FLA4CE = 5 1/4' X .219" -• BEAM - COLUMNV7920 'BOTTOM FLANGE - 5 1/4" X 219' 167-6 USE (41 5/8' X 2 1/4' A32ST 167-6 WEB THICKNESS - 100' - _ HI-STRENGTH BCLT (0972821 ANO PART DEPTH - 7 15/16" 5/8' HEAVY HEX. NUT (0952331 EXTERIOR TOP FLANGE - 7" X .375"COLUMN V79210 BOTTOM FLANGE 7' X 313' i� V79210 _ OETAILXC012 INTERM. FRAME ROOF FJEAM CONN. 221-0 WE9 THICKNESS = .140' PART DEPTH = 12' EXTERIOR TOP FLANGE - 6" X .219' COLUMN V79280 BOTTOM FLANGE = 6" X .313" 180-1 WEB THIC:(NESS - .160' PART DEPTH - 12" INTERIOR TOP FLANGE • 5 1/4" X .219" COLUMN V79310 BOTTOM FLANGE - 5 1/4' X .219' 179-6 WEB THICKNESS - .100' PART DEPTH - 7 15/16' EXTERIOR TOP FLANGE - 5" X .188" COLUMN V79320 BOTTOM FLANGE - 5' X .188' 224-0 WEB THICKNESS - .180- PART DEPTH 12' I REVISION NO. 1RCHECKEU ISION NO. 2 BUILDERS PROJECT) BUILDING ORDER DESCRIPTION, DRAWING IITLE� PRODUCT OF THE AG FILE N0, DATES 7 INTER'iFDIATE FRAME GROUP, V DATE- 08/01/89 DRAYM eT. DRAWN BY, B U T L E R MANUFACTURING ® SABRE CONSTRUCTION CO ROGERS MACHINERY 44 ' X43' X 1 6' MRSS ERECTION DRAW: NG DRAWING NUM8ERt REV. COMPANY ORDER ENGINEERING f ORTLAND ORE T I GARD. OR 2::#S1 /90'1PH UBC 65 DETAIL SHEE T CHECKED BT. GENERAL OFFICES-KANSAS r1?Y. MISSOURI SYSTEM D89- 070953- 02B OU 7 0 F' "J! i,t' , .^_ —.�� , ..• ,;. _,. ,,..e.iT ..� ,,.� ,, ,, ..._— -_ — -- — r.,,nata . * �(E* riaap,- :�iW�+�; T :-a;d�h` --' ,a�:�euxo-li,��aYlttk;i3: i 1 y. � ._... 'v , 4. _ ....-...-- .yw1RR��^i�'M---.. .... ..-•-r-^-.•.*.lRserm"T.t�fI�RST-Mqt+"x^rw...L"en.u:-#a.s^.�reRt!'Is.l..mT.�.'.v .vS -�.-' -�.w.. .. ., Itl 1111 . III ' t ' 1 ' I ' � t { '_ II1, ' 11 11111 + 1 1111111 1 r� l 1 1 11� Int ! I 'Ifl 1 �1 11�1� 1 tll �I ISI � ! I 191- i11 III ► Il 111 1� 1 III III I � 1 I ' � tOt tl � Ilt 1 T IIS 1 � 1 III I 1 0 ' 1 � ' � 1 ! 111 i 1 i l � 1 f � 1 I I I I I I 1 , 11 I 11 1 I I I I I I I I ' . 1 1 I ` i 1 t I I I I � .__ ,, ' • :.:_ __ .. ..::�_._. .fir..'.. .. "' `"•�.. r'r�...� � y . NOTE : IF THIS MICROFILMED "`" I -- Z 3 ,� 7 8 10 I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE-,--IT IS DUE TO THE -QUALITY OF THE ORIGINAL DRAWING. OE 6Z 8Z lZ 9Z SZt tiZ EZ ZZ I Z OZ 61 81 L I 91 sl vi E I al 11 01 6 6 L 9 S b E z 1 ' DECEm4% 'wBEh ,, 19 1991 � �+!IIlI11�IIIII111fII111I111111111I1111�111f�11►1�11f1�M�tit>I�;�t1�t�1TFt�tlttttt�tI�1111�tII1I1111�I�IHIiIlillliillllllliti3�111t11�1{�illl�tlll�IIIIIIIi1I111111111�I111�I11111111�IIII�III1�iii1�1111�1,IJtl�tlllllllllllllllli1�1111�)11�J11,{J1�1JIllll!llllli�l�l �IIII i .r F 1, 1 it•. 1 . t PART SCHEDULE 181-0' 25 _0• C ] PART NAME PART NUMBER PART LENGTH FIELDWORK • Vf BOX STRUT 54+071 285-5 23'-9 .l/4' z 24 ` Q i _ BRACE ..OD SCHEDULE PART NUMBER DESCRIPTION THREAD TURNBUCKLE 1 544048 — 5/8' BRACE ROD RH—RH NONE I800 5 O \ K I U UNIT i ROOF BRACING REVISION N0. 1 REV:��ON NO. 2 BUILDER BUILDING ORDER DE5CRIPTIDNt DRAWING TITLE, DATE, — —�� PRODUCT OF THE PROJECT oArE� G FILE. NOI GROUP, V �rE: 08/01/89 DRAWN DTA DRAWN BTS T (` ORAWINC NUMB-� REV. 8 UT L E R MANUFACTURING ® SABRE CONSTRUCTION CO i ROGERS MACHINERY 44 ' X43' X 1 6' MASS W, NO BRAC 1 N CNECKHD Yr' C:ECKED BT. C 0 M P R N Y ORDER ENGINEERING PORTLAND ORE T I GARD , OR 25#SL/90MPH UBC 85 DRAWING GENERAL OFFICES—KANSAS CITY, MISSOURI . SYSTEM D89 - 070953 - 03 00 • .NNe j II ��" ill I � 1 rll IIS IIS- Ilt I , r 1 , 1 111 1� . ISI 1-II I �1 iii` til 1�1 I ; 1 I � 1 ISI Int I � t�� � ,�- _ �� - 'r . � 1 I i I , I I I � , It � � � 11 � � I ► IIIIIII �r�� ! � I I � III ' 1 1 I { III 1 i III I � IIID � III � � Ilt 1 I III I ! III � ! Ilir ) NOTE : IF THIS MICROFILMEG `•-- �"' �" I_- 2 3 4 d 5 .► 6 7 8 9 0 0 t f 12 DRAWING IS LESS CLEAR THAN 4 y THIS NOT ICE,­IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 9Z LZ 9Z SZ 02 'Z Z 12 OZ 61 91 11 91 51 b l -- E I 21 11 01 6 6 L 9 S 10 E �►!llllll�lllllllll�llllllllll►111111111111t�I1t1�IH1�iNl�itet�Nt1���.pit'�►II�IIII�tNIIIIt1��IHlllttl+ll�llllit�llii�11111�11�111t�1111IIIIIIiIliIt111�liilllllllUllllfl111111IlilllllIIIIIII�II�IttIIIIIIIIIIItIIII1111I1111�1 � tl111�! 1111 Jc!J mArBE t a w ... -•..... .. k "; C E 19 199„ ..�..�'-^•'^".^�-• ... A";--- - ' i ..•� *'^w�.Y,MEI��MM.I1w �IY� f 'w, � do � "iy r r., , :,'� !• , d z,, �1 ” , I E R00 WASHERS ROD CLEVIS B/CK-UP PLATE NOTE DIA. NUT ROOF � REFER TO SPECIFIC _ A B C DIA. ASSY. 7/16' 095093 095133 095165 020821 5/8' 095277 (543061) BEAM BUILDING BRACING 60X STRUT SEE DRAWING FOR BRACE EXISTING BRACIN DETAIL R00 REQUIREMENTS. 1!2' 095032 095133 095165 020821 3/4' 095276 8072 BEAMS !N ROOF c 5/8' 095231 095298 095165 020821 7/8' 095279 \ FOR CLEVIS 3/4' 095235 095264 095948 020822 1" 095280 COTTER PIH CONNECTION r 7/8' 095237 095264 095948 020822 I I/8' 095261 / \ SEE DETAIL = 1 1/4' -095282 \ B002 ua 11 NUT { I (IYP.) A WASHER CLEVIS o CONNECTING STEEL ��I\ B WASHER STEEL OR CONNECTING 1 ~ ~ ' o ROOF BRACE CLIP I I �� ROD SLOT BRACE ROD oI • TYP.) C WASHER \�\ (BEVEL WASHER) y CLIP (543060) NOTE- IN SOME ROOF BEAMS THESE CLEVIS PIN (2) LOWER 15/16' DIA. HOLES BRACE ROD USE (4) 3/4' X 2 1/2' A325T USE (4) 7/8' X 2 1/4- A325T WILL NEED TO BE FIELD HI-STRENGTH BOLT (097284) AND HI-STRENGTH BOLT (09'(285) AND LOCATED AS SHOWN. 3/4' HEAVY HEX. NUT (095235) 7/8' HEAVY HEX. NUT (095237) DETAIL 8001 TYPICAL BEVEL WASHER CONNECTION DETAIL 8002 TYPICAL CLEVIS CONNECTION DETAIL 8004 TYPICAL BOX STRUT CONNECTION DETAIL BOPSBRACING CLIP CONNECTION DETAIL 8072 FIELD WORK ON ROOF BEAM INTERMEDIATE LOCATION FOR BRACING CLIP AT INTERMEDIATE LOCATIONS fr REVISION N0. 1RCHECKED ISION NO. 2 —�� DATES i -` PRODUCT OF THE BUILDER, PROJECT, OUILDING OR7DESCRIPTION, DRAWING TITLE, ,� AG FILE /02 GROUPS V DATES OB/OI/89 DNAVK erg B U T L E R M ANUFAC T U R I N G SABRE CONSTRUCTION CO ROGERS MACHINERY 44' X4WIND BRA. � NG DRAWING NUMBER, REV. C0MPANY ORDER ENGINEERING PORTLAND ORE TIGARD, OR 25#SL/ DETAIL ',;HEET CHECKED BY, GENERA(_ OFFICES-KANSAS CITY. MISSOURI SYSTEM D89- 070953- 03A 00 r f m rr . ......... wwam*ft. �t III � 111� I � I � l � is � � I1.rlI I IIIII � IIII'I � II1l111 + 111 11 1 � 1 III'IiIIIIl1l_1 11 1l l � ll �l■ lll � � lililifl�l III � III � III � Ii � 111 � I � I � Iilifile ililili � ilili � : 11illlili � � fcli � � � I � l � ' i� � fi1 � • - - - _ � ` � I J I �� ' .« .. ,�.NMI" ^ii:7AJ1Y=1y�F,F.�, � .�•, „onA... .r a ► •- . 2 3 4 5 6I12 - NOTE : IF THIS MICROFILMED ��...... 8 � I I DRAWING IS LESS CLEAR THAN a• THIS NOTICE,--IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. •-.- ... - __.... .__._. ------ ---. __..�_._- ------_ _. -- ._..—_ _ 4E 6Z 9Z LZ 92 SZ� VZ EZ 'Z Z I Z 0Z 61 Of L 1 91 S I b 1 E I 21 11 01 6 9 L 9 S b E Z I :"r/BM �+!i lllllllll�II11�1111�1111�1111�1111{IIIH1111`111r�tt�lettl�ul.t�ll�e�.tlft��fit�III11111H11,111114r�1i11�14E1�II�I�IIiljilll�ti111!i�l�►lirf1111�1111f111��11111i111111111�1U11111�1111�111tIiN1!>IllllurtI1111�i11111II1111I1�1111111J11�11�I111�t1U�11uW!l�1lU�lIl111tlllll11��111 , DECEMBER 19 1991 ,(7 _ -- .r...,,•.,.......-...,_-'�•.�...y,t✓•��.._ _^�i^�.•—. __ _ - ------ ,en...—......... - ,eWa1�P'„� __•_-- _.`. _.� . — . _ _ --- ..�.. w,�.,.,9, -ill`c�'r .,.,k",x�A•-p.•wKM•........ ....sf....nl� �, z cp Q 5 EW 43'-0" EW PART SCHEDULE__ BAYS 18'-0' 25'-0" F16 PART NAME PART NUMBER PART LENGTH FIELD AL WORK 1'-0" ITYP.1 1'-p" PURLIN 530536 335-4 27'-11 1/2" PURLIN 530584_215-4 17'-11 1/2" PURLIN 530584 251-4 � 20' 11 1/2- EAVE STRUT 540170 299-4 24'-11 1/2" 1 20 EAVE STRUT _ 540_240 215-4 I,"-II 1/2" 1 42 EAVE STRUT ES95089 215-4 17'-11 1/2" 1 43 EAVE STRUT ES95089 29_9-4 24'-11 1/2' i 21 PUKLIN 53o53(o Q a � I � ��`'� PURLIN BRACE LOCATION SCHEDULE F 1 2—7 20}—_ F 12 1 F.iSI _ BETWEEN GRIDS LOCATION DETAIL DIM. "B" RIDGE CHANNEL OTY 1 FIIB—��� FCN C-4 3117 –_+—{�i F111 I I AND 3 FI51 00 Ft18 FI DI I 3 AND 5 _ F151 00 i i .1111--- �1}— iC iC FI IS F117 F111 I I �_1 f11e F117 F1"� FIELD WORK SCHEDULE m I Ii A66 DETAIL FIELD WORK DIMENSIONS z File8 z ---{tB 16 r — 1 X074 A - 8 3/4' B 6' C 2 5/8' F11e FI t7 W .1 I 1 I 16 z F11B FI17 FIIB clr int 1 i _ 1 I STANDARD NOTES, U1-- FIIB z 1e F117 f11B I5� RS0002 REFER TO DRAWINGS D-107988 AND 0-1080028 FOR PURLIN BRACE I 1 AND / OR RIDGE CHANNEL INSTALLATION AS REOUIRED. N H —{te --c 16 FIIB F117 FIIB F117 [lei is] F118 F117 F118 F128 F12� F128 42- i {4J Q o o U v u N w N UNIT 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN REVISION NO. 1 REVISION NO. 2 BUILDER, PRO.IECTe BUILDING ORDER DESCRIPTION, DRAWING TITLE, AG FILE NO, �QPRODUCT OF THE DATE- oAYE� Q ROOF cRouP� V DATE, 08/01/89 DRAWN DY. DRAWN BY. BUTLER M R N U F A C T U R I N G = ® SABRE CONSTRUCTION CO ROGERS MACHINERY 44 ' X43' XI 6' MRSS SECONDARY STRUCTURAL DRAWING NUMBER, REV. C 0 M P R N Y ORDER ENGINEERING PORTLAND ORE T I GARD. OR 25#SL/90MPH UBC 85 FRAMING PLAN CHECKED BY, CHECKED BY- GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM D89- 070953- 04 0 0 „ II + ! Ilillllli + i + l + i + I + I + dilltl � lllll � 11 �11 � IIIIIj1I1 'l � �i ! � IIIIIII'i ( 111 III � III� IIIIII . Illllil II1 � r�fi IIII11i IIII1 � 1 Ili , lil IIl � III III III III 111 TII 111 111 111 III 111 III tll ;, ., NOTE : IF THIS MICROFILMED 2 3 4 5 6 7 8 9 10 I 12 u --- -- �i f ....wi.al rFsa�1-. ,..•. DRAWING IS LESS CLEAR THAN THIS NOTICE,"' IT IS DUE TO , W .QUALITY OF THE ORIGINAL DRAWING. - - - - - - -- - 1 OE 62 9Z l2 9Z 92 Ir? EZ ZZ 12 OZ 61 81 LI 91 sl t I E I 21 11 01 6 6 L 9 9 1► E Z 1 �•� i I I f atl111111�I111�1111�1111�IIII�HH�tllt�ttl/��lll�lltl�f> ttll�tti�t t tt�t rttt�N1i1N11�1111�11 IiNIt 11�f1�1I1111�11i1 +f!! l�tlllli1�11lIlII1��1111i1111�1111�1111�1111�11il�lill�llll{II11� 1 »I111111111111 1111111111111 l�lu�►�1tl�lL�lul.�11�11Nt1 IDECEMBEh 19 1991 i AjY _ .. ,,.s.�.�y�_ _• _r�:.�>-.r...�rVi:il'" •rr� _. .� ."_--...-.+.._L....._ � 4 � _.. +.... :L't:{.178,4A!14 M •^*��F PURLIN HIE STRENGTH•BOLT (09728325 AND FLANGE 5/8' HEAVY HEX. NUT (095233) LIP " I CONTINUOUS \ EAVE STRUT PURLIN PURLIN '� \0 7RADIUS SPAN) I �\ // ROOF BEAM o THICKNESS 1 CONTINUOUS N " CLIP PURLIN �/ (543029) �qY EAVE STRUT FIELD DRI!L " RftOF BEA /� HOLE_ DIA / C — SECTION DESIGN INFORMATION 1 i ROOF BEA PART DEPTH FLANGE LIP THICKNESS RADIUS / EAVE STRUT 540170 299-4 9 1/2' 3 1/2" 1 1/8" .098' 5/16' USE (6) 1/2' X 1 1USE (21 I/2' X 11/{' �� HEX. BOLT (09508ROOF BEAM/4'5) EAVE STRUT 540240 215-4 9 1/2' 3 i/2' 1 1/8' .098' 5/16' USE (4) 1/2' X 1 1/4" AND 1/2' HEX. NUT HEX. BOLT (0950851 AND 1095032) FIELD DRILL 1/2' HEX. NUT (095032) I/2' HEX. k (0 EAVE STRUT ES95089 215-4 9 1:'2' 3 1/2' 1 1/4" .089" 5/16" HEX. BOLT UT (0950J2)51 AND 9/16' DIA. HOLE EAVE STRUT ES95089 299-4 9 1/2' 3 1/2' 1 i/4' .089" 5/16' — DETAIL F101 S1MPL.E SPAN PURLIN CONNECTION DETAIL F117 CONTINUOUS SPAN PURLIN CONNECTION DETAIL F118 PURLIN CONN. TO INTERM. FRAME EW DETAIL F124 EAVE 5TP•UT CONN. TO INTERM. FRAME O (2) BAY BUILDING - 9 1/2" PURLIN FLAN�E� TWO+{ - -- — !/o REINFORCING USE (2) 5/8' X t 1/2' A3257 PLATE HI-STRENGTH BOLT (097281) AND (5A3047) 5/8' HEAVY HEX. NUT (095233) J� I PURLIN I )N BRACE RAO IUS j PURLIN J THICKNESS r i' 6' . ITOP OF SEE EAVEDETAIL SECTION STRUT PURLIN I F152 Z „ECT I ON DESIGN INFORMATION EAVE STRUT I �► ------------- \� PART DEPTH FLANGE LIP THICKNESS RADIUS � i q PURLIN 530536 335-4 9 I/2" 2 3/4' 3/4' .060" 1/4' UCE (6) 5/8' X 1 I/2' �� PURLIN 530581 215-4 9 I/2' 2 3/4' 3/4' .060" I/4' AJ25i HI-STRENGTH BOLT ------- ---------------------- �i PURLIN 530584 231-4 9 1/2' 2 3/4" 3/4" 060' I/4' (097281) AND 5/8' ROOF BEAM PURLIN HEAVY HEX. NUT � \ (095233) EAVE STRUT IIROOF BEAM DETAIL F125 EAVE STRUT CONN. TO INTERM. FRAME DETAIL F128 EAVE STRUT CONN. TO INTERM. FRAME EW DETAIL F151 PURLIN BRACE LAYOUT DETAIL F152 PURLIN BRACE STRUT CONNECTION (II RDW TOP - (0) ROWS BOTTOM _ TOP ROW EAVE STRUT LENGTH I1� ----------------------.-- �t, PURLIN �. BOTTOM OF ]"B] 'A' 'C' EAVE STRUT RD.X KM I Ii 1 NOTES, 115E Til I/2' X 1 114, !f]C. BOLT !C'SCS) 1. FIELD LO-ATE 11/16' DIA. HOLES IN BOTTOM FLANGE OF MA IrZ' HEX. NUT EAVE STRUT AS SHOWN. (Q"I 2. SEE 'FIELD WORK SCHEDULE' FOR DIMENSIONS, Ccf1I}l_Q S DETAIL X074 FIELD WORK EAVE STRUT CCWINUOUS SPAN PURLIN CCNNECTICN EAVE STRUT CONN. TO INTERM. FRAME EW DETAIL F111 INTm. uxATlcN — 9 Ire' ".IN DATE, REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE_ BUILDER" PROJECT, BUP.DING ORDER DESCRIPTION, DRAWING TITLE, AG FILE NO, DATE. ROOF GROUP, V DATE, OB/01/89 DRAWN eT, DRAVN Br• B U T L E R M A N U F A C T U R I N G ® SABRE CONSTRUCTION CO ROGERS MACHINERY 44' X43' X 1 6' MRSS SECON,)ARY STRUCTURAL DRAWING NUMBER, REV. CHECKED BY, COMPANY ORDER ENGINEERING PORTLAND ORE T I C 'RD. OR 25#SL/90MPH UBC 85 DE AIL SHFET (NECKED eT. GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM D89- 070953 - 04A 0 .,.. ,iU.u.lts:Nl..ilr r:,.d.niu;Y?::..rD�>�+r l.J•, -rc:.n.,,.,:. eav; .-,.::. .. ...:.;•........:. _ .. ...._ dJ➢LW1y�[.a7lY`y;•".!,'+.; _,....... .....- x„ � , 1 � 1 �}� IIi1111 � 111111 � 1 � 11_I111 111lI � 1 ' I � r � {� I 111111 1 �1 � 111 �lilll�l ril � lil lii �� i ! I � llI1 � � � II � 1111j1 lilliil lir Iii Iil ! � I 1 � 1 1 � 1 111 ' 111 111 111 1 � 1 Pii 111 11 , ! II Ilc 111 11 ° tit�I=�j :��,, „ , �.^.,.. 4 5 6 7 6 9 t 0 i I 1 ' A- NOTE : I F THIS MICROFILMED " ,�.�,.,, • , DRAWING IS LESS CLEAR THAN �. THIS NOTICE;• IT IS DUE TO y _THF QUALITY OF THE ORIGINAL -.> DRAWING. -- 8E 6Z gZ LZ 9Z SZ4 tiZ £Z 23z 12 OZ 61 81 Ll 91 S 1 b 1 £ I 31 11 01 6 9 1 9 S b £ Z 1 ""•'�' '� � `• - ��1II111111111IIIIIIIIIIIIII�11111111111111�I1i111iit�11�1111�111�t�N�tl�s�ttt��Mt111111�1111�1111IIOu�1i11�1111�11�111111�1113tt111�N�1�111r�llll�lllllllll�IIIIIIIII�IIIIIIill�llll�llllllllll1111�1111�1;�� 11�1111�1111�111111111�1111� 1 11 1w I�Ij111��1 t ' DECEMBER ,_...- h •,....-.1•+�^-.. -- '�- '- "' `. -�,,,^""�.+•' tmmlmmwm�.,.•'e'+r3'a_`w„'_ .T-- rrirytt PART SCHEDULE C ] PART NAME PART NUMBER PART LENGTH FIELD 12 WORK A 44 GIRT CT95060 170-6 I4' J/4' I N iG026 * yk 0023 N I 44 O 0026 G022 N �+;a 1 I STANDARD NOTES: 1 i I WS0002 NON ISTWORK FOPURLBINESANGLE ATTACHMENTS MAY BE REQUIRED DUE TO WSOO12 BOLLT DOUBLE ENDWALL POS1S BACK 10 BACK WITH 1/2" BOLTS AT 11 A ROXIMATELY 5'-0' D.C. w X WS0020 FIELD WORK IS REQUIRED ON INTERMEDIATE FRAME ENUWALL POST TOP FOR BASE ANGLE U CONNECTIONS DUE TO NON-STANDARD ENDWALL SETBACK. z INSTALLATION SEE w DR)W[N; 0104161 z (� (3UILQ60. TO CIE'Lp 4egt,C 741r6P LO►JNELTIONS, OETAILS FDR RHFERENLB ONLY( 16'-i 1/2' 27'-10 1/2' 44'-0' A f CtD UNIT 1 FRONT Eel STRUCTURAL ELEVATION AT GRID 1 ( INTERMEDIATE F= RAME ) I N 1 1 in N 1 C. I I � I j � 9 44'-0' 44'-0' cc A UNIT 1 REAR EW STRUCTURAL ELEVATION AT GRID 5 ( OPEN ) REVISION NO. I N NO. 2 DATE: - ,�- '—"-- BUILDER: PROJECT: PCHICKTi. PRODUCT OF THE BUILDING ORDER DESCRIPTION: DRAWING TITLE: AC FILE NO: WALL SECONDARYGROUPi V DAZE: oe/o1/s9 DRAMN BY: U U T L E R M A N U F A C T U R I N G ------1 ® SABRE CONSTRUCTION CO ROGERS MACHINERY 44 ' X43' Xi6' MRSS STRUCTURAL REYDRAWING NUMBER:CHECKED OY. C 0 M N A N Y ORDER ENG[NEERING PORTLAND ORE T IGARD, OR 25#SL/90MPH UBC 85 ELEVATION -NON 4 GENERAL OFFICES-KANSAS CITY. MISSOURI � SYSTEM D89- 070953- 05 OC .I � 1 - ..► ', _. � , r. _.N.. ..} '"' r - s �w�+�k1,'IYk.—�, -'-- _ -_. _ - �-�.. _.�_ _.._.__ - __."_-......._. ...,-,.,�,,..�r •._•w+--,_,,r.-_-..-._-.....�...-..... ...,_._-.,.._w.. �•..._�...�"_. u� " + � lil,�lll � lli � l � i � � il � � il �_�`� I � 111 ' Illliilld�l'1 III ` I�t'I111�1Tt � Itll�f ly'Iliil iif � tll" 1111iir lifili � Ill � f"�1 Ill � llt llt III III lid til I ! I i ! � ili � ! i i ' i iii Iii i ! � ili t ! � i ! r i1 � � � ► .-,r~.,�.�: ..., NOTE : IF THIS MICROFILMED I 2 a 5 6 7 8 9 i'a ! I 12 DRAWING IS LESS CLEAR THAN � —''on'% _ THIS NOTICE-,- IT IS DUE TO , THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 8Z LZ 9Z ._ SZ� bZ E2 ZZ 12 0Z 61 91 L 1 91 '91 1 V i E 1 21 11 01 6 9 L 9 c b E Z I mum I t II ►11 1111�111111111����111���111�����It�111�lllllult�tlil�Itt��a�chas��t��ei�i i��luilr11111111N1�lillllltf�il�l�lilllllii l�lll!jjIjIIIIhILIIIIII IIiIII 111111111111111111111111,�IIIIII IIIIIu11111di i 111IIIII11111111IIN - •sw 1 ECEm`a ` BEh 19 19 ti b IN I 1W," I';- Y ,.. .. ... .- ii v.. ..: r, .. ,. .. • ,. n' v r . ..n . .: a ,- ;• ry . �n,n. , :.. ;- .rr ...r 1. X. .y�. .... -.}svy. ', »: 1,. ..,r. ;1... ,..x ,. ., r, r .. '-u.v.-..,. 1 a .r' m. ,., _ .. ,.. :. .�... '..T', r;114•. t` ,t':ef ,. N. �', 1 •..., t . ",s,•1, . R i. .. uk`- r 7e ., G��ut7. y,�. .. r 1 i ) I av s OOF BEAM ROO BEAM- USE (2) 1/2' X 1 /2' F F BEAM SIDEWALL A325T HI-STREN BOLT COLUMN --USI (2) I/2' I/2' 1 1� (1)97280) AND /2' -USE (27 (11' >< 1/2' (0972 HI-STR 12' BOLT HEAVY HEX. T A325T HI SIR TH BOLT IP (54316;" CLIP (54316 I LE DOWN HEAVY HE NUT � (095270) +� (0^.�[Bo) A I/2' 1 LEC DOWN (097280) A 1/2' � '�EAYY HE NUT (095230 (095230 SIDEWALL SIDEWALL GIRT GIRT /•DOUBLE-C �/ SINGLE OR ENDWALL H-SECTION CORNER / ENDWALL I -I ----- - Z POST ` POST / O SINGLE I I ' ENOWALL O s 0 POST t<. CLIP (543256) 4 CLIP (54325 CLIP (543256 i USE (2) 5/8' X 1 1/2' A325T 4 FRAME H1-STRENG BOLT (097281) AND � USE (2) 5/8' X I I/2' A3257 5/8' HE HEX. NUT (095233) USE (4) 1 112' A325T < HI-STRENG BOLT (097281) AND HI-STRE TH BOLT (097281) ANUUSE (6) 1/2' X ! 1/4' VOID 5/8' AVY HEX. NUT (095233) 5/8' HE HEX. NUT (095233) HEX. BOLT (095085) AND FLANGE _ \1016 1/2' HEX. NUT (095032) TAIL E045 SINGLE CORNER POST TOP CONNECTI CORN='R POST TOP CONNECTION Y i.VTERMIFRAME ENDWALL - 9• ENDWALL POST TAIL E046 PAIL E049 SINGLE POST TOP CONNECTION INTERM. FRAME ENDWALL - 9' c'NDWALL POSTS INTERM. FRAME ENDWALL - 9- ENDWALL POST TAIL G006 DOUBLE GIRT TO S1 DE WALL COLUMN CO SIDEWALL COLUMN USE (4) 1/2' X 1 1/4' HEX. BOLT (095085) AND RADIUS POST 9L / ENDWALL ENDWALL ENDWALL 112' HEX. NUT (095032) w POST 12' THICKNESS CIRTALL POST 9' POST 12' SIDEWALL -ENDWALL �•- ENDWALL •� SIDEWALL GIRT SIDEWALL (, � Lr--- T IRTGIRT CORNEFI POST 9' OR 12's, ,—ICLIP (547259) SECTION DESIGN INFORMATION ; - o o LEG DOWN w w i Via» ENDWALL PART DEPTH FLANGE LIP THICKNESS RADIUS (� GIRT y `Y -- - fi --------•- GIRT I CLIP (543164) CLIP (543164) CLIP (543164) 1 I 1/2' FIELD CUT ,� LEG DOWN LEG DOWN LEG DOWN 1 GIRT GT95060 170-6 9 1/2' 2 3/1' 3/4' -` AROUND 1 Z 060' 1/4" I COLUMN , w _ FLANGE ENDWALL SECTION ENDWALL SECT164 �-L*�' FRAME ENDWALL SECTION ENDWALL SECTION 1/2' _--- USE (6) 1/2' X 1 1/4' USE (4) I/2' % t I/4" RADIU HEX. BOLT (095085) AND HEX. BOLT (095085) AND GIRT CHANNEL (543260). FIELD WORK t/2' HEX. NUT (095032) GI CUTTING DETAIL I/2' HEX. NUT (095032) AS REQUIRED S FIELD BEND 90 DEG. AND INSTALL WITH PANEL FASTENERS. TAIL G019 FIELD LANGORK SIDEWALL GIRT DETAIL G022 DOUBLE GIRT TO INTERM. ENDWALL POST DETAIL G023 SINGLE GIRT TO INTERM. ENDWALL POST DETAIL 6026 COLUMN FLANGES WIDER THAN to' ENDWALL GIRT TO CORNER POST OPEN SIDEWALL SIDEWALL USE ('!) I/2' % t 1/4' I^ SIDEWALL USE (4) 1/2' X 1 1/4' 9 0 rr HEX. BOLT (095085) AND HEX. COLT (095085) AND /2' HEX. NUT (095032) m 0¢ 1/2' HEX. NUT (0950321 3' 3' w 3. 3' I GIRT LENGTH C�'0- I SIDEWALL GIRT 9\ - 0 Amo_ _ _ I SIDEWALL GIRT w- CLIP (543164) W_ _ 1 LEG Di7WN LEG CLIP DOWN3164) COLUMN r I -r x I CO R POST Y ¢ U 1 � 1 I t x I t CI ?P (543259) w u I LEGUOWN v v LUMN - -- -- --- - --- ---------- _ ---� w I i G1IRTALL N 1 I --• ;; ll:1 , --`---- ; ;+•ui C NER POST —w— 1 1 GIRT— PANEL HOLES `� --- — 1 w THIS FLANGE M� w W - NOTESo 'e¢ GIRT CHANNEL (543260). FIELD BEND DEG. I.- GIRT CHANNEL (543260). FIELD BEND DEG. )' F1 LOCATE 1' DIA. X 2' SLOTS AS SHOWN. AND INSTALL WITH PANEL FASTENERS. AND INSTALL WITH PANEL FASTENERS. 2• 'FIELD WORK SCHEDULE' FOR DIMENSIONS, TAIL GO-36 SIDEWALL 6 ENDWALL GIRT CONNECT TAIL G039 SIDEWALL GIRT CONNECTION INTERM. FRAME ENDWALL - 9 1/2' SW GIRT OPEN INTERM. FRAME ENDWALL - 9 112' SW C1 TAIL X001 FIELD SLOT SW GIRT FOR BRACE ROD ti REVISION NO. 1 REVISION NO. 2 DATE- DATE- PRODUCT OF THE BUILDERS PROJE"T- BUILDING ORDER OESCRtPTION, , _ DRAWING TITLE AG FILE N0, DRAWN DY. DRAWN BY. —' 9ff GROUPS V DATE WALL SECONDARY 08/01/89 BUTLER M A N U F A C T U R I N G �G ® SABRE CONSTRUCTION CO ROGERS MACHINERY 44 ' X43' Xl 6' MRSS STRUCTURAL ELEVATION DRAWING NUMBER' REV. CHECKED BY, CHECKED BY, C 0 M P A N Y OPDER ENGINEERING PORTLAND ORE T I GARD, OR 25#SL/9OMPH UBC 85 DETAIL SHEET GENERAL OFFICES—KANSAS CITY, MISSOURI SYSTEM :...•�....I:::=Ivy .'. ..1.. t ... .... D89- 070953- 05A 00 i. ... _ P- 1 � � ! NOTE : IF THIS MICROFILMED .,_ 5 ♦ 6 $ 9 10 12 DRAWING IS LESS CLEAR THAN THIS NOTICE.-' IT IS DUE TO INE -QUALITY OF THE ORIGINAL DRAWING. - OE 6Z BZ LZ 9Z SZ� bZ E2 2z° IZ 0z of of LI 91 SI bI EI zl 11 01 6 9 L 9 S b E z tmum ��!I llll�llll IIII�It�11����0����1��1��111�JII111Nt�q��ru���, �t,��ti�N�i�ri�t�llii11N1I�IIr1i�It►�IIli�Nli�lo�lli{11�I1i13ir11j!III�IItr�IlillII1111I1�i1I1111111illitl►Iu{111�II11�IIIII111IIiII1111JI� �r��I�II��IIIIIoolrllllorlll --ii..--���� lllui�i�!>t1U�l1U.�1lWU l�llU 11111�I If.��11�1�NH 'DECEMBEh . <P I i 1 v%! 1 _ SPECIFIC ERECTION DRAWING LIST FIELD WORK SUMMARY THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER WALL SECONDARY SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU 1N PUTTING UP YOUR FWOOJO FIELD LOCATE SLOTS IN SIDEWALL GIRT FOR SIDEWALL ROD BRACING BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE CONDITION. _1 IQ AS THIS SHEET AND CAN BE IDENTIFIED INDIVIDUALLY FROM THE FW0045 FIELD WORK GIRT CHANNEL AT CORNER BUILDING CONDITION. RD TITLES AND DRAWING SEOUENCE NUMBERS II�0THAT APPEAR 1N THE LOWER RIGHT HAND CORNER OF EACH DRAWING. LUNIT I9RANING TITLE• LEN0.! , z Ali G (1 j 1 039 ATTAc.r1Fs To ROOF G"IE' 02[REVISION COVER DRAWING NOTES � m SECONDARY STRUCTURAL DRAWING NUMBER! -- ApSALSNr 0NITKEY PLAN FRAMING PLAN D 83- 1 23456-05L 02 S��f1� CONSTRUCTION (�Un-f=R ORp6/Z /DR STANDARD NOTESCD0001 ATTACH PATENT PLATE 007849 TO TME WEB OF AN INTERMEDIATE FRAMEJ �� �� "N0, oN-070953-1 T I T L E COLUMN AT EYE LEvEL.A Vf I PJ G CD0002 PARTS SHOWN 11AY BE UPGRADED DUE TO STANDARDIZED FABRICATION. THE YEAR DURING WHICH YOUR S E O U E N C E REFER TO THE SHIPPING MANiFEST FOR POSSIBLE SUBSTITUTIONS. ORDER WAS ENTERED N U M B E R THE BUTLER ORDER NUMBER L� OF YOUR ORDER REVISION LEVEL OF THE DRAWING. 1F THE DRAWING HAS NEVER BEEN REVISED, 00 APPEARS HERE. 089-070951-00 COVER DRAWING - SHEET I D89-070954-01 SPECIFIC ANCHOR BOLT DRAWING - SHEET 1 D89-070954-OIA SPECIFIC REACTION DRAWING - SHEET 2 089-070954-018 ANCHOR BOLT DETAIL SHEET - SHEET 3 D89-070954-02 INTERMELIATE FRAME ERECTION DRAWING - SHEET I D89-010954-02A INTERMEDIATE FRAME ERECTION DRAWING DETAIL SHEET - SHEET 2 089-070954-03 WIND BRACING DRAWING - SHEET 1 D89-070954-03A W1 NO BRACING DETAIL SHEET - SHEET 2 089-070954-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET I D89-07U9b4-04A ROOF SECONDARY STRUCTURAL DETAIL SHEET - SHEET 2 D89-070954-05 WALL SECONDARY STRUCTURAL ELEVATION - SHEET I 089-070954-OSA WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 2 SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ARE SEVERAL GENERAL ERECTION DRAWINGS CALLED -PLANOGRAPHS-. SEE THE DRAWING MANIFEST FOR A COMPLETE LIST OF THESE DRAWINGS. THE ABOVE SPECIFIED BUTLER BUILDING ADDITION WILL RELY ON THE ADJOINING STRUCTURE FOR SUPPORT. IF THE EXISTING STRUCTURE IS NOT AN EXISTING BUTLER BUILDING IT SHALL BE THE RESPONSIBILITY OF._THE BUTLER BUILDER FOR SELECTING A QUALIFIED ENGINEER TO VERIFY THAT THE EXISTING STRUCTURE AND ITS' FOUNDATION IS CAPABLE OF RESISTING ALL LOADS IMPOSED BY THE NEW BUTLER BUILDING ADDITION. r 1 V y OR GO'U 9 � REVISION NO. I RC-ICKEI I � N0. 2 DATE' �� PRODUCT OF THE HUILDER' PROJECTS BUILDING ORDER OESCR!PTION! DNAWING TITLESNDSV` GROUP! V DATE, 07/26/89 GRAWr �r• U TLER MANUFACTURING - ® SABRE CONSTRUCTION CO ROGERS MACHINERY CO. 17' X1 19' X16 ' WXCOMPANY ORDER ENGINEERING COVER DRAWING DRAWING NUMBERS REv. cNECNEo Yr. GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM PORTLAND ORE T IGARD . OR 25+�SLi 90MPH UBC B5 089- 070954 - 00 00 1 41 �Mv:wJwYl TM'- ...-..:.'f ..1_ -' .-,- M' r--..... , - —_" -. ..,nH -._ .. _ •-� _..._ - _ .. "_-..".___.n+e+nr+.....-•.•._.._._.._......_.._._ _ a:..:�~�- +y4:W.4• t'.:-. u ! u }-i't. �rY. !( ,�,;�.,r � � � �. � � � � I � � � � � P� � 1� Ir � I � 1I1 � � IItI1 � rI 1 _ � _ �. __ •:- ... : ,•,,.► � � - I .i { � I i I � � � { i � � � I'► ( Ili 111 �•111� 1 { I { 11 � 111 � 111 � 111111� tli � ili � III � III III { f � tii � i { ill iii { � 1iii � i { � � i ill { r11i � � 1 � 11 ! � � r { r � � � i1 � { iri - ,. M�,. 1�,. : �. ;: _ �.•,,h,, : ",� NOTE : IF THIS MICROFILMED Z 4 �J 6 7 O I? DRAWING IS LESS CLEAR THAN THIS NOTICE; IT IS DUE TO TK QUALITY OF THE ORIGINAL DRAWING. OE 6Z 8Z LZ 92 92� tiZ' E2 -22 12 0z 61 of L I 91 S I b I c 1 21 11 01 -6 a L 9 S . b E Z 1 a�Mrts� ,,,.--��' ,�t�i,711II�iI�I�ililii�il����I����I��I�i�iil��Illltw��tn�t��+�������MI��1,s1���rlw,i{rlllirri1111r��1��11r�t�►��ll�Il��I�{1111q�11�!��tjil�:�1111I111111111{111111111111111�It11111L�1111�111111111����1!I,�Jltl�llll{II:I{1111'1111111{1`1.Wl�i�In�LlUll:�)t!Wll�.11U�11G11U1111.11`���� i DECEMBEIIi' 19 1 91 t • hr�.may �.�.� �� -..y�w. .F..Y'+r+.�rr .. Y�•�.!�S1il�•�(�'� �. --... �r _ _. `a ,•..w.-..� -......__ _-...�_a..—..�'�!I'��. ... �-._-_�•1��., .-.......•.4M.. 1O.-+N.�...� � .* ✓t' -. L y 4 A �J 7 Eu 119'-0' _ EW 51ANUARO NOTES, BAYS 23'-0' 2�'-0' 22•_x- AB0007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE L FRAME 23'-11 ?S'-6' SOUARE. LEVEL, AND SMOOTH. (TYP.) ( rr A80009 ANCHORBOLTS MUST BE LOCATED BY MEA4S OF A TEMPLATE. 00 NOT HAND SET-O IAB0010 ANCHOR BOLTS. NUTS AND WASHERS MUST BE ASTM TYPE A307. II A80013 USE REINFORCING STEEL AS REOUIRED. PROVIDE FOR HORIZONTAL LOAD EOF ON ANCHOR P,OLTS. A80014 CAUTION, RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL Q REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES. THE HORIZUNTAL FORCE IS GREATER THAN THE VERTICAL. A FOUNDATION DESIGNED FOR A CONVENTIONAL Q STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO MAKE ADEOUATE PROVISION FOR 1HE HORIZONTAL 'HRUST CAN _j RESULT IN FOUNDATION FAILURE. ABOOIS NOTE, FOUNDATION DESIGN AND ANCHOR BOLTS. NUTS AND WASHERS NOT BY BMC. ANCHOR BOLT LENGTH SHOWN IS FOR ESTIMATION A ONLY AND PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY 1 I FOUNDATION DESIGN ENGINEER. LLJ o 0 1 A90016 REFERATO DRAWING C-104161 FOR BUTLERIB OR SHADOWRIS WALL BASI O - � � A1�5 •�. 1 b m W k LOC-ATION OF FRAIL N FROM UNIT 1 130i7L-ER W1 090K N0. 04-070353-1 UNIT 1 ANCHOR BOLT PLAN I, REVISION NO. 1MRA SION NO. DATE "�'�' ��- PRODUCT OF THE BUILDER, PROJECT, BUILDING ORDER DESCRIPTION, DRAWING TITLE, AG FILE N0, D,1AYN er. �L� SPECI F I C GROUP, V DATE, 07!26/09 B U T L E R M A N U F A C T U R I N G ® SABRE CONSTRUCTION CO ROGERS MACH1NERY CO. 17' X119' X1 6' 1,'X ANCHOR BOLT DRAWING NUMBER, REV, CHECKE Br. C 0 M P A N Y ORDER ENGINEERING PORTLAND ORE T1GARD, OR 250SL/90MPH UBC 65 ORAv'!I NG GENERAL OFFICES-KNNSAS CI*IY. MISSOURI SYSTEM tea. 1089- 070954 - 01 00 °a , ,� ..r .._ ,. -.•--:._..'mar^, ��e.�. -._.*^•^'�' �1' ,� _- - _ � I I I I I 11-1111� I I � 1 t ' 1_ ! I 1 1 I � �r I I 1 1' tit 1 t 1 1 1 1 1 1 �! I ! r - - � I � � I � I I I_ � I � 1 I � � I � I I ft11 tI111ijjfltll 1111111 1111111 111 111 111 Alt 111 t11 tit tit tlt 111 111 IIt tl1 Alt tlt tlt tit tr1 =�,_� ,..�,, ,.�,rw,�,,,..� NOTE : IF THIS MICROFILMED . - , 2 3 ,Q. 56 7 � y i?d I I I r� �'�, � •---•s..,. �...,.,--- __. . ,. ,;.. . DRAWING IS LESS BLEAR THAN j THIS NOTICE,-- IT 15 DUE TO ' ` THE -QUALITY OF THE ORIGINAL D RAW I NG -- - _ --- - SZ� bZ EZ ZZ IZ OZ 61 91 LI 91 SI tsl EI 21 11 01 6 9 L 9 S b E Z I II i II I I I I ! .. �r!IlII1�1111�I11111i11�tI�tlNlt�itltll1rN1111111i111111tl11�iJlliii�libiltltf ,>�ttltttl�HlII11l1�11�I�11111II;I�Ir�I�t11i111ittt1111±�1i�1111�1,111�11t1111lllllllfllll�llll�llll�llll�lllllllllllllllllll;! 111111111111111111111111111,C E M B E h u�11 �1 1111 k 19 1991 "mak -�..,.--_.- ..�. __�• - -- - - -._ ... __ •.....-+..-r. -- - • ....-.-.�"+.;�:_1.YI1,\�IIIIr.�..•.. ..,.t.,.�,,,...�. .. -a...___.._. .._.w+'�.M`..,'rwr/ � .,s. . . 1 f 1 1 FRAME REACTION — UNIT 1 FRAME REACTION — UNIT i BRACED BAY REACTION — UNIT 1 ENDWALL POS1 REACTIONS — UNIT 1 DL + LL DL + WLL PAR11TION -WALL �V 1 H >< H cb Cagy CD dDCa'� CV FP,AME RATIO Y FRAME RATIO H Y AT GRIDS DL/(DL•LL) AT GRIDS DL/(OL•LL) cb I BGRIDSN H V ENDWALL REACTION TYPE H Y 2-6 0.000 7 2-6 0.000 1 -2 8 (p GRID 7DL I/2LL 2 I 7 DL LL _0_ 1 7 OL • LL • I/2WI_ 1 j 1 � of • ul 2 I FRAME REACTION — UNIT 1 FRAME REACTION — UNIT 1 FRAME !REACTION — UNIT i I FRAME REACTION — UNIT 1 DL + LL + . SWC DL + .5LL + WL DL + WLR DL + UPLI FT H ---♦ N __� H i� H �+ I Y '--► H — 0114 a Y tY cb dD ct) dD Ct C1 1 CD Cb FRAME RATIO H Y FRAME RATIO H V FRAME RATIO H Y FRAME RATIO H Y AT GRIDS OL/(DL•LL) JIM-1; DL/(DL•LL) AT GRIDS OL/(OL•LL) AT GRIDS OL/(OL•LL) Z-6 0.00(: -1 6 2-5 0.000 -I 2 2-6 0.000 -2 2-6 0.000 – REACTION NOTES, I. THE REACTIONS ARE STATED IN KIPS. (1 KIP 1000 POUNDS) 2. NEGATIVE (-) REACTION INDICATES DIRECTION OF REACT104 1S OPPOSITE TO ARROW INDICATION. 3. THE REACTIONS SHOWN MUST ACT ON THE FRAME IN THE DIRECTION SHOWN TO MAINTAIN STABILITY. THE REACTION ON THE AMCNOR BOLT OR FOUNDATION WILL BE IN OPPOSITE DIRECTION TO THAT SHOWN BY DIAGRAM. 4. TO FIND DL (DEAD LOAD) FRAME REACTIONS. MULTIPLY GIVEN OL LL (LIVE LOAD) REACTION BY THE RATIO OF DL / (DL • LLI . 5. MOMENT REACTIONS ARE STATED 1N INCH-KIPS AND ARE ASSUMED TO ACT IN EITHER D.+(ECTiON. G. REACTIONS FOR INTERMEDIATE FRAMES ARE FOR ENCLOSED BUILDINGS ONLT. REVISION N0. 1 REVISILN NO. 2 BUILDER, PROJECT. BUILDING ORDER DESCRIPTION, DRAWING TITLE• DATE. ��� E, PRODUCT OF THE AC FILE NO- OUP. /��� � L3J�U —�G GROUP. Y DATEN 07/26/89 DK"M" DT- BUTLER MANUFACTURING ® SABRE CONSTRUCTION CO ROGERS MACHINERY CO. 1 7' X 1 1 9' X 1 6' WX SPECIFIC DRAWING NUMBER• REV. COMPANY ORDER ENGINEERING PORTLAND ORE T I CARD. OR 25#SL/90MPH 11BC 85 REACTION DRAWING,CHECKED ar. CHECKED or. GENt-PAL OFFICLS-KANSAS CITY, MISSOURI SYSTEM Q89- 070954 - 01A 00 '16 ::....... i �.., 1 A .-..�'�.al �., .: ., e.�, '',. , "., ,6 ,.n�.,,.- .aJ a 5_.'':. ._ .. 4e.: ' .r � 4�'k.'1`1T .:-�,} �it�,•;� I S I I I I F-77lIV 1-jl III 11 �� III ° 111 ° 11 fj� Ipl III � 101 117 III 1111111 III 111 111 ill 111 yt ° III ° 111 { 111 tlilll � 1.11111 ° :. I 3 6 7 E3 9 10 l i ` NOTE : IF THIS MICROFILMED --- 2 4 5 12 _— { ' ± � ,,, :.�r�'• , DRAWING IS LESS CLEAR THAN THIS NOTICE-.'• IT I S DUE TO ' HE QUALITY OF THE ORIGINAL DRAWING, nE 62 8Z LZ 92 SZ VZ t$ r �41 IZ OZ 61 B I Ll 91 91 b I E I al 01 6 6 L 9 S 0 E z 131ftsm ',,,D,ECEMBE1t 19 1991 ►� �t I � {{ I I IIr1��U.�.._�..II �� ��ll 111110111 II1111111111�1�H11111111111 111111th t�IttN M�tf't1�11°II1i1111II��;i1iIII1111111 IIIIII°ti 111111111J1111�11.11�11111i111 111111111111111uu1111111r11111rrl1tlrM�lrl.l 111111111111 Illlilll�l� � u11111du� , �I 1 h tl�t�ll,I�I �IIN 1 - �. �............,.�.... � ;max .�b _ rl�r®�--�.--�_ ..... _...r _.. •.. - � �..y.� ...... ....IIYY.a.a' Y. ..III'' � . � ... _.. SIDENALL 9 1/2' 1 13 5/8- 3-5/8, /8'35/8' 9 3/8' —~ 1/8' i ( SIDEI..ALL 3/4' DIA. 1/8' _ i ENDWALL ANCHOR BOLTS PROJECTED 2" — 151 W rr -' EOre OF 1 I 1' OLA. r 77- �z 6• PART SCHEDULE C 7 PART NAME PARI NUMBER PART LENGTH FIELDWORK 24 _ ROOF BEAM V77820 I7'- 23/32, 25 EXTERIOR COLUMN V77830 151-5 9/18' 4-'4 3•_6 5/311, (((� 5•-9 19/3PUR 2" URLIN I 1 (yL I ORATIONS BOLTED CONNECTION SCHEDULE 12 FLANGE 1 1 O OUANTITY BOLT NO. DESCRIPT!ON NUT NO. DETAIL BRACES O A 04 097282 5/8X2-1/4 BOLT A32ST 095233 8 0e 067 87, a/exA-1/ Boa x3 055133 Co 13 o 241 FLANGE BRACE :.SCHEDULE 'r Q ELD PART NO. DIM. Y. DETAIL WORK • S 1 005660 1'-4 1/2' C001 FLOOR 12,431 - LINE = W = V = 1 '-2 9/16' x� STANDARD NOTES+ 1F0001 ALL BOLTS ARE HIGH STRENGTH (A-325T) WITH HEAVY HEX NUTS AND ARE TO BE INSTALLED USING THE 'TURN-OF-THE-NUT' METHOD SW 17'-0' SW SPECIFIED IN THE RISC MANUAL. SEE DRAWING C-1080268. A UNIT 1 FRAME ILEVATION AT GR S 2 . 3 , AND 4 4-41/3r~I1 3'-6 5/32" 1 ` + Z��j71, 5 ,-219/32" 12 Q 1�___ ^N 24] I I r FLOOR 1253-/ LINE w � w w w = 1'-2 9/16' SW 17'-0' SW UNIT 1 FRA A ELEVATIUN AT 4 DS 5 AND 6 REVISION NO. IRCHECKED ISION NO. 2 BUILOLR- PROJECT BUILDING ORDER DESCRIPTIOJX85 AG FILE NO PRODUCT OF THE DRAWING TITLE, DAIE� 4 DATE- GROUP, GROUP, V DATE- 07/26/89 oRA�N er. DRAWN BY, BUTLER MANUFACTURING SABRE CONSTRUCTION CO ROGERS MACHINERY CO• 1 7' X 1 1 9' X 1 6' WINTERMEDIATE FRAME DRAWING NUMBER- REV. COMPANY ORDER ENGiNEERING PORTLAN[) ORE T 1 GARD, OR 25#SL/90MPH UBC ERECTION DRAWING aac.tD er. GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM 089 - 070954 - 02 00 ' t 'y /."".•• • •,r�yy; ' + _ '. _ wh.. ��1C'✓ti. A .�r -.. + .. ....- -`yT{.. c-...y,l.Vw^,NY'lBtiYt!-..r..... `.:'NCR""T"� .mow.. .....wn.-NY,..fA..r�.�.�1 _ --_ . ..�-.,. - ''1 .w _ - ...-.......EFI _ n. . _.�..-.+.. ...__... .. .e i I I v JLi NOTE : IF THIS MICROFILMED i 2 3 4 S 10 111 12 DRAWING IS LESS CLEAR THAN THIS NOTICE "IT IS DUE- TO �- QUALITY OF THE ORIGINAL --- -_-_ _--_____-__._----- _--- —. 1w, �✓ - RAwING. 0E 6Z 9Z LZ 9Z SZ� IPZ EZ ZZ OZ 6 r Q I L I 9I I b i E I Z I ! I 0I 6 9 L 9 5 b E z ��trllooriirirliiioli�iol����l���i��iiilrri��oo�tr»�It�i��ur �>����� atnrr�rofrlr�o,ti�tt ,fttrlttttltt���lrlIIIliit>71!�tl�tllt�llii�0000�ooi��iooilitioltittl►t�t��tt�lotit�tttolso�tttittJ�� frlrorrl0000loo�oliitilrtttl�Lu� u�L�u�u►�l�►t►I�tulit� �tit� wMnw. - —•- -Y"'—' ....r.,..._...�....,. ... _. -.,,arc... ( 1 t TOP / OUTSIDE I DIMENSION Y FLANGE _ FOCF BEAM - ROOF BEAM --�---- -- SPACER Pur I IS431333 WEB THICKNESS OCL ♦ I^- �� ✓' BOTTOM / INSIDE PURLIN FLANGE ----------- ,� ...-._.. H - SECTION DESIGN INFORMATION --i--� wx ROOF ; PART DESCRIPTION i BEND UP— BEAM FLANGE BRACE ROOF TOP FLANGE 5' X .188' BEAM USE (2) 1/2• X1 1/4• USE (6) S/B' X 2 1/4' R32ST BEABOTTOM FLANGE - 5' X .188' HEX. BOLT (095085) AND HI-STRENGTH BOLT 10972821 ANO V77820 1/2- HEX. NUT (0950321 5/8'. HEAVY HU. N (0552331 204-F WEB THICKNESS - 120' UT DETAIL C001 SINGLE FLANGE BRACE CONNECTION _ _... PART DEPTH - 12' USE FIRST HOLE AT PURLIN CONNECTION EXTERIOR TOP FLANGE 5' x .188• DETAIL C013 _WX INTERN. FRAME ROOF BEAM CGNN. COLUMN V777830 BOTTOM FLANGE - 5' i .188' 185-4 WEB THICKNESS ■ .100' PART DEPTH 7 7/8• ;.I 1 J. f I REVISION NO. 1 REVISION NO. 2 BU.LOERs PROJECTo BUILDING ORDER DESCRIPTION, DRAWING TITLE, AG FILE NU• — PRODUCT OF THE _ pAl[� DATE, li /:�hl 07/26/99 INTERMEDIATE FRAME CROUPS V DATE DRAWN er• onAWN er• F U T L E R MANUFAC T U R I N G '� SABRE CONSTRUCTION CO ROGERS MACHINERY CO. 1 7' ; f 1 9' X 1 6' WX ERECTION DRAWING DRAWING NU11BER, REY. COMPANY ORDER ENGINEERING PORTLAND ORE T I GARD, OR 25#SL/90MPH UBC 85 DETAIL SHEET CN(CN[p eTr (NECKED n, GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM o D89- 070954 - 02A OU ° F?1`'1T "1 14.1ci „ is {" :l. `� :1. IJ Jn rFF i.. ,�,. r .,,T • • / , �K _ ._ ' ._. _• ..,.•r .. w 4�un'+Ht.-NWK.ftlAi`•l54'In1M;ry 1Mpa}1MA'w it. .. ., }.!�' vomp— µt1l I �'• -Tr- _,'�'"_ - '•..�..'M. '/j ,y.., _.- - _ _ - _ .r, 41S�a.7�&.�.jC.rtii I I � I 1 I — � � 1 I Illlllf 1�� III ilfllll III III III 111 111 111 111 i I � � i Iii I cilli � I ' III � � � lili �. �,,wn . . � � � �.,,, �• :�,; NOTE : 1F THIS M 1CROF'I LMED I- - -2 3 4 5 6 ? 8 9 10 1 12 DRAWING IS LESS CLEAR THAN '' THIS NOTICE; . IT IS DUE TO THE QUALITY OF THE ORIGINAL .__ DRAWING. OE 6Z eZ �Z 9? S Z vz EZ ZZ 12 OZ 61 81 L I 91 GI b I E I 21 11 01 6 6 L 9 9 b E Z I ��•� + ��Illulillllllllllllllllc���l►�1��111►�Itll�l117IrN1�lt�iltt�111�ha�st��lr����ta;I�llulril11111�1�1��.�1fi111i11111�1�1111�IIti�trlll'l,I��li1�111�1111111t11i11111�11111111r1u�i11,�1111�11r11111r�lltt�eun11111111111111111111�rirr 1 ru ��I�► D E- CEM' " BER 19 1991 y T .._. -...—..._.......-_.�......-..,.:rT�r_ ..._......_..• - �� a,y6.>��+�(�.+".M�"i'.'- V�.�idu�'i� t..�:�1 o:cv�:i�ltil�di _ r w I. ��,. T�9: .,;�' ,f t:YM�'f1IT1 •�'���` ,t,['•;r ����'���,°,, ;�! �-v�L7, ttf �` 1 BRACE_ ROD SCHEDULE qD Z x001 `\\\� 'J'JJ e001 Q PART NUMBER DESCRIPTION THREAD TURNBUCKLE x 1 54404E —352 7/16 ' BRACE ROD RH—RH NONE c 24'-0' i ��' \\\ 2 54404 —330 7/16 ' BRACE ROD RH—RH NONE o $ 24'-0' iL ` , 1.,1J � 2\. J J J a001 �\ UNIT 1 SIDEWALL BRACING eooi IAT GRID B I J \ 1 ONIT 1 ROOF BRACING REVISION NO. 1 REVISION NO. 7 BUILDER• PROJECT BUILDING URDER DESCRIPTION, DRAWING TITLE• AG FILE N0• Byre PRODUCT OF THE DALE, OAtt. --� CROUP• V DATE, 07/26/89 DGAVN my. ORAW" BY. BUTLER MANUFACTURING ( —� ® SABRE CONSTRUCTION CO ROGERS MACHINERY CO. 1 7' X 1 1 9' X 1 E' WX WIND BRACING DRAWING NUMBER• REV. , COMPANY OROER ENGINEERING PORTLAND ORE T I GARD, OR 25sSL/90MPH UBC 85 DRAWING CKGRED eT. .(.KED Illy, GENERAL OFFICES—KANSAS CITY. MISSOURI SYSTEM 89- 070954 - 03 00it lairare � .19 15 r � � V 1 »- w.. - , � r. _<r= .�.�.._ ._ _� ".�.- ' �.:.3 _.__ ._._ �+.+�-_— ,._.. .. •• ..-- _ -,.. ____ „°°�". �rsewa.+...n..nw �rsw..... � i 1. , ... ei:� 111 h� 111 ` I1 � 1 � t �/Illll `IIII � II� ill � ll � ll � lll If1 � 1� 1 ifl � lll I � ilill i � lll � l IIII111 ill � lll III ' I � I Tli ' ffl 1 � 1 � 11i tll � lll lltltll ; , NOTE : IF THIS MICROFILMED �=_ ---- ' 2 4 5 6 7 a J f 0 _ f 1W ' -- - DRAWING IS LESS CLEAR THAN r ,, THIS NOT ICE,-' IT IS DUE TO TW-. QUALITY OF THE ORIGINAL M :._ DRAWING. Of 6Z BZ LZ ID SZ� 1yZ EZ ZZ IZ OZ 61 91 LI 91 SI bl EI ZI 11 Oi 6 9 L 9 5 1+ E Z IawasM I !!-- + II EE I- •'_-_-I- t ,✓ �f!1 1111�1111�1111�1111�11°tI11H�1111�11t�II11�lN1�11 ttlt�ttt� ttp its >,i�ftl1 111lII��NI+Illpll{ Ilil�l�t�t1°1111II�IIII li1�11i111iit�ll11�1111�1l11IIIIIIIIII hill 11111111ItIllil1DECEMBEhlllll�ltll��lll���IIII�IIII�IIII�IIIIIIIN�1 �Ill�ll liltl i, 19 glit 19 I sem... -�•- .._..__.._ ,.�. .,_._,.� „.,,....w.�. iih.r....wir.f_ _ •^!�-'.mow..-... ._.__..r. ..-_. � ft r it ROD NUT WASHERS DIA. A B C 7/16' 095083 095133 095165 020821 1/2' 095032 095133 095165 020821 8' 095231 095298 09_5165 020821 J/1• 095235 095254_ 09596 020822 7/8' 095237 1 095264 09548 020822 NU, @�, AWASHER CONNECTING STEEL B WASHER SI OT—• C HASHER t, (BEVEL WASHER) BRACE ROD DETAIL BO01 TYPICAL BEVEL WASHER CONNECTION i REVISION NO. I REVISION NO. 2 BUILDER, PROJECT, BUILDING ORDER DESCRIPTION, oAu, DATE, PRODUCT OF THE DR/WING TITLE AG FILE N0, C � GROUP, V DATE, 07/26/89 DRAWN er, oeAw or, c. B U T L E R MANUFACTURING 5/ ® SABRE CONSTRUCTION CO ROGERS MACHINERY CO. 17' X 1 19' X 16' WX WIND BRACING DRAWING NUMBER, REV. COMPANY ORDER ENGINEERING PORTLAND ORE T I GARD, OR 25#SL/90MPH UBC 85 DETAIL SHEET CHECKED er, CHECKED er, GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM 1089- 070954 - 03A 00 . rr r- ife 1. 11111 Jill III � ISI j1II1I1 � II � r1 � '11l + IIII11 � + + I1 � 111111IIIIIIiII + hili + + IIi111III + + IIS + III + ,,,. . _ � rI IIII � I _ IIjI11rI1I � �• II � II111 � 1 � I ' I � 1 � 9 � i � I � 1 , Il1 � 1 � f11 I � till � i ISI ISI I ) ill � � � I � 1 ill 1 � rr. � , 11 1 I ,I i r .. K ..w...a�. NOTE : IF THIS MICROFILMED i """ I - - 2 3 4 6 7 8 9 10 I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE--,-'IT IS DUE TO W -QUALITY OF THE ORIGINAL DRAWING. OE 6Z 9Z LZ 9z SZ� vz EZ_ ZZ' is OZ 61 91 L 1 91 S1, *1 El Z 1 11 01 -6 9 L 9 S b E L I ,..�'� �t11f1rIIlIIIIIIIIIIIIIIIIII+IIIIIIIIIIIIII�rrrrlrllt�ti�ill>t���u�rar����rlr�rt>���f�H�I���� �lttt�iltfht+l�1r111i1+E�ull�l�+�1e1t�1111�1111111t+�t11111111�1111�i1 11111 llll ! llinrlrrrr __--II____--__',____ II__ --II-- 1 l� I10r111t11�>II11) � Ilrr111111111111 1ltll�.l1lUUIU�IIl�LIl�l�Illi ............�....,,.:�,. . ..____ „tom r ! v i —� -04 v w, rt I kris y t �, r� 4 Q � 4� EW _ _ 119 -D EW PART SCHEDULE BAYS _ 23'-0" 24'-0• 22'-7' 23'-11' 25'-6' FIELD . r. FRAME C ] PART NAME PART NUMBER PART LENGTH WORK 1'-0' 9 PURLIN 530 77 323-4 26'-I1 1/�__ 10 PURLIN 530585 311-4 It PURLIN 530586 341-4 8'-5 1/2' 1 EAVE STRUT 540205 267-4 23'-Il 112- 13 _FIVE STRU1 540240 275-422*-111 1/2- 14 _fAVE STRUT 540240 305-4 25' -5 1/2' I 26 AVE STRUT ES95098 270-4 22'-6 1/2' 7 E\V STRUT 595098 206-4 3•-10 I/2' Q 29 ?URLIN PU95060 306-4 25'-6 1/2• _j JO _URL iN IPU95060 322-4 6'-10 1/2' 12 Q tl _� Tl F12� F124 _$ f�2� 21 F124 --_{14 ft2e P:: s F I F 1 1♦ —��- I t t F I I --^�Jo i---- F t t. '---{11 3 F t t• W 11 + I I 11 PURLIN BRACE LOCATION SCHEDULE I F� 9 '-- Ft14 — 29 .n}--- —_ (11 I BETWEEN GRIDS LOCATION DETAIL DIM. 18' RIDGE CHANNEL OTY z —� � i cltt Ft 11 Ft 14 Flt• 1 AND 2 F151 00 r O FII 9 FI11 -49 flil {29: fill Jot F114 II il1B 2 AND 3 F15I 00 3 AND 4 F151 00 LL_ �1Z I 3 - 4 AND 5 F15i 00 ' F1,14 F f ►IA z' f ---'�14.. f1 -� O m ys Lo(_N'n0N OF FRAME 5 AND 7 F148 7'-7 I/2' 00 t I=RDM UN rr 1 fbu rLe(L oROBK No. 04-o�o5Sj-I FIELD WORK SCHEDULE DETAIL FIELD WORK OIMEN:IONS _I X071 A • 10 1/4' 8 ■ 3' C • 15/8' UNIT 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN STANDARD NOTES, RS0002 REFER TO DRAWINGS 0-107988 AND D-1080028 FOR PURLIN BRACE AND / OR RIDGE CHANNEL INSTALLATION AS REQUIRED. REVISION N0. 1 Rt' I��ON NO. 2 BUILDER, PROJECT, BUILOtNC ORDER QESCRIPTION, AG FILE N0, DATE, DATE• PRODUCT OF THE DRAWING TITLE-TLE —� ROOF GROUP, V DATE, 07/26/89 DRAYN er, oRArN er, B U T L E R M A N U F A C T 1.1 R I N G ® SABRE CONSTRUCTION CO ROGERS MACH! NERY CO. 17' X 1 1 9' X 16' WX SECONQARY STRUCTURAL DRAWING NUMBER, REV. COMPANY ORDER ENGINEERING PORTLAND ORE TI GARD, OR 25#SL/90MPH UBC 85 FRAMING PLAN cNttNEo n, c„tcNEo •r, GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM D89- 070954 - 04 00 .r:...,::. .. - � , f +" �-:__ ....� ._._-_-c.tee..----"'"'�"'s! - �+.,..y_.n•�.—T...... _ _ _ .�.. � � -- -. N� '/ r --•_ - , �' ..__I{- �'1-- •- .+ - r . '1^-+�+.1-r~F �..--• _.-.-_. - - _ _�^ -_—_ _ --+•-usr�.. s.aYww.-..nY.w.ww�se----�r-..w.�..+.n-.-a:c-+saarivrr« .. __ ... � _ I � ��'liti � : ; ! ` i1 � I � � � j � I �-��I �� � I � � tit � t � llttl � lll � t [r� tlTltit i � t � r�1ll �'1 � 111 i � i � i � l Illlrl . 111 � � 1 � � I1 � 111 lli � rll llt � ttl 111 111 oJill Ii IIi ili Ali sii ili iji ili Tri Ali iI1 iIi ` t ' ,., NOTE : IF THIS M ICROF I LMED IL _ 2 3 5 14 s 7 8 9 1�0 1 12 , . DRAWING 1S LESS CLEAR THAN THIS NOT T.CE;•- IT IS DUE TO THE -QUALITY OF THE ORIGINAL DRAWING. �E 6c 8Z a 9ZSZ *a Z ZZ I e OZ 6 t B i L I 91 S I b I E I Z I 11 01 6 6 /. 9 9 IP E 2 1 .f E I l ��!I�liiI�IIIIIIII���IIII�r1�1��H���11��l����,rltltMr�r[Hrtr�,���, t�i lt�tt ��l�>7���1llr�rlll t~ J11i14111 1111 111101 111111Id1111111IdoIIIIIIltul111 t��ulllrlr�ruiltttl 11 ItI11l 1�1ul1 ����� L DECEMBER 19 .''�,'..'..'.'"�-' d•�'T�lhM,►iOsi p....-- .__v._ _�_ _..... _ +.._ I6r __ __ _ . _.,,,�r�.wc r- ._ ..+s. w�+,araYeti.,l� _ ✓ 1� n -'1 - -.-..'�'.'.•' ,•, ..., n . � N�,li�fyi "yi�1a'F!'F'r.. L, uk'y,i�a+4�"� It�.1"rJ� rJ:!'•Cdl�n-'.'A4Mrl : i;„{�I r:. !h Aq 1, FRAME 9q� FIA► -PURLIN HIEST„En61H•BX I q 3B HEX. NUT (095233) 110972BJ23AN0 � EAvr FLANGE y ��q —� LIP 1/Z 1/Z• _ I I' FAYE STRUT �;7RADIUS \ !� ROOF BEAM � THICKNESS h I CONTINUOUS ' BAy CONTINUOUS 1hTER -- PURLIN PURLIN �Bgyh• EAVE STRUT 1 ROOF BEA �) C - SECTION DESIGN I N�"ORMAT l ON ROOF BEA PANT DEPTH FLANGE LIP iN1C;(HESS RADIUS / �y USE ( BOLT f0 112*(0 X 1 1/4" 1 096• S/I6' HEX. B93U83) USE (5) 112' X 1 1/4' ���"d `-ROOF BEAM EAVE STRUT 540205 287-4 9 I/2' 3 I/2' 1/8' HEX. BOLT (0950851 USE f2) I/2' X 1 1/1' HEX. NUT AND 1/2' HEX. NUT HEX. BOLT (095085) AND A AND 1/2"STRUT 540240 275-4 9 1/2' 3 1/2' 1 1/8" .098' 3/16' (095032) (095032) _ EAVE STRUT 540240 305-4 9 I/2' 3 1/2' 1 1/8' .098• 5/16' CONTINUOUS CONTINUOU 1/2' HEX. NUT (095032) EAVE STRUT ES95098 270-4 9 1/2' 3 1/2' 1 1/8- 098• 3/16- PURL;N PURLIN EAVE STRUT ES95098 286-4 9 1:2' 3 I/2' ) I/8' .098• 5/16' DETAIL F111 CONTINUOUS LUCIATNON -PURLIN CONNECTION DETAIL FII- CONTINUOUS S?AN PURLIN CONNECTION DETAIL F118 PURLIN CONN. TO INTERN. FRAME EW DETAIL F121 � EAVE STRUT CONN. TO INTERN. FRAMEENO SAY LOCATION - 9 1/2' PURLIN 'L FLANGE — — 1 - bio USE (2) 5/8' X 11/2' A325T H1-STRENGTH BOLT (097281) AND ri 5/8' HEAVY HEX. NUT tO952331 PURLIN DIMENSION '8' GIMENSIUn '8' PURLIN BriACE (TTP.) PURLIN f� RADIUS \ g. 6• 6. 6, 6' 6' THICKNESS OFA R EAVE PURLIN /,,-IEE DETAIL TOP OF-. DETAIL � STRUT , ( F152 PURLIN Z SE"IT I ON DESIGN I NFORMAT I ON I _____________ _ _--- - -------------- - -- --------- PART OFPTH FLANGE LIP THICKNESS RADIUS J .l PURLIN 530577 323-4 9 1/2' 2 3/4' 3/4' .060' 1/4' I -- -----------------------, - _ ---------------------------- PURLIN 530585 311-4 9 1/2" 2 3/4. 13/16' .064" 1/4' ROOF BEAM PURLIN 530586 341-4 9 1/2' 2 3/4' 13/16' .069' 1/4' SEE DETAIL SEE OF(AIL PURL'N PURLIN PU95000 306-4 19 1/2' 2 3/4' 1 3/4' .060' 1/4" F15� FIS3 PURLIN PU95060 322- 9 1/2' 2 3/4' 1 3/4' .060- 1/4' DETAIL F128 EAVE STRUT CONN. TO 1NTERM. FRAME EW DETAIL F148 PURLIN BRACE LAYOUT DETAIL F151 PURLIN BRACE LAYOUT PURLIN BRACE (i) ROW TOP - (2) ROWS BOTTOM (1) ROW TOP - (0) ROVS BOTTOM DETAIL F152 TOP ROW PURLIN EAVE STRUT LENGTH PURLIN 9RACE (TYP.) EAVE STRUll_� �� • -�4-- BOTTOM OF 8' A' EAVE STRUT PURLIN LOAD BEARING WALL LOAD BEARING VAII NOTES ATTACHMENT TO WALL I. FIELD LOCATE 11/16' DIA. HOLES IN BOTTOM FLANGE OF NOT BY BMC ATTACHMENT TO WALL EAVE STRUT AS SHOWN. NOT BY BMC 2. SEE 'FIELD YORK SCHEDULE' FOR DIMENSIONS. PURLIN BRACE FIELD WORK EAVE STRUT "4 DETAIL F153 B,-Ton Row DETAIL F207 PURLIN CONN. TO LOAD BEARING EW DETAIL F209 EAVE STRUT CONN. TO LOAD BEARING EW DETAIL X071 EAVE STRUT CONN. TO INTERM. FRAME EW lr kEV151UN N0. 1 REV'510N N0. 2 UUIU',LR, � . DAi[� oAi[, PRODUCT OF THE PROJECT, BUILDING ORDER DESCRIPTION, DRAWING TITLE@ AG TILE N0, ROOF GROUPv V DAIEo 07/26/89 DRAWN er• DRAvn e�• B U T l_ E R MANUFACTURING ---� ® SABRE CONSTRUCTION CO ROGERS MACHINERY CO. 1 7' X 1 1 9' X 1 6' WX SECONDARY S "UCTURAL C OMP P It N Y ORDER ENGINEERING ORAwINO NUnbER� REV. C�KCKlO e�• C��ECK[D .�. PORTLAND URE TIGARQ, OR 25+�SL/90MPH UBC B5 DETAIL SHEET GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM 089- 070954- 04 A 00 r:: i:.. ;•,is .L ..L. L..I ���::;1 j ` :I. 1 r: .,.N- ,i _ Ei.. .M 17�T!'�.ss �{. IN .! NOTE : IF THIS M ICRnF I LMEU _.,,,�,��„ 3 4 5 �, 6 7 8 9 1�0 112 ' . DRAWING IS LESS CLEAR THAN lT-I IS NOTICE,-- IT IS DUE TO -THE QUALITY OF THE ORIGINAL DRAWING. _ ------- ---- ---- --- --- , DE 6Z ©Z LZ 92 SZ� bZ EZ Z7 IZ UZ 61 BI 11 91 SI bl EI ZI 11 QI 6 9 L 9 S b E Z -. � - i- - �`!Illlll�llllll!II�IIIIIIIIIIIIIIIIIII�IIIMLIII�li11�11�r1'�tilt�lllt�ttM�Niilittf�tsll�Illl�Nli�1111�41�L�iillll111{it�1i1111�IItfTi111�llll�llit�lill�llll�lltl�llll�illllllll�lilll{IiI�IIII�IIII�II11�1111�I� 1111111�1111�1111�111111111�LW1�l��Illl�l111ll1.11�illllllll�IllI�11.�J�1111 � "ECE'" MBEilkil, 19 1 Dj 199 y — _.... ...nom...— s— +14.! c•, — .wr .... , ___ _ PART SCHEDULE 1 3 PART NAME PART NUMBER PART LENGTH FIELD . EDs> WORK E045 17 GIRT $50239 181-2 5'-I 1/4' ` -�--- __ 18 GIRT 550_255 265-2 22'-I 1/4' 19 A R1 __-_0255 277-2 3'-1 !/4" 3 20 GIRT 550255 27 -2 231-1 1/4' 2_ 2 _ NDWALL POST 600670 161-7 13' 7/8' {113- L 23 t ENDWALL POST 600670 178-1 14'-10 1/8' ',-cc(i c0ze 28 GIRT CT95074 260-2 21'-8 I/4' °' ------{v 3— r, o cozy c026 N o 'r I }� L� —` FIELD WORK SCHEDULE rc 9 I/2' . DETAIL FIELD WORK DIMENSIONS FOR BASE ANGLE 4 x' INSTALLATION SEE 2 X001 A 4'-4 5/32' 8 18'-9 3/32' DRAWING 0104161 3 1(001 A - 10'-0 IY/ib B 13'-0 9/16' 17'-0' STANDARD NOTES_ 17'-0 WS0020 FIELD WORK IS REQUIRED ON INTERMEDIATE FRAME ENDWALL POST TOP CONNECTIONS DUE T4 NON-STANDARD ENOWALL SETBACK. UNIT 1 PARY'MON STRUCTURAL ELEVATION AT GRID 4A ( INTERMEDIATE FRAME ) REVISIUv NO. I RE:1510N N0. 2 SUILOER, PROJECT, 8U1_DING ORDER OESCRIPf17RAWING DATE- DA.'E, PRODUCT OF THE iliLFs�AAG f1LE N00 WALL SECONDARY GROUP, V TATE, 01/26/89 DRAVK e�• ORAVM er' B U T L E R MAN !_IFACT O R I N G —� - ® SABRE CONSTRUCTION CO ROGERS MACHINERY CO. 17 ' X119' X16' STRUCTURAL DRAWING NUMBERS REV. CHECKED er. cNECKEo er, CON, PRNYOIlOER ENGINEERING PORTLAND ORE TIGARO, OR 25#SL/94MPH UDC ELEVATION GENERAL OFFICE5-KANSAS CITY, MISSOURI SYSTEM D89 - 010954 - 05 00 4 0F* 75-,. y7,".e:"fir!'.W .. li �� e � Ill � e IIIIe � � c � ihi �I � � Ilr � t elej'e� e eke t_[� ell ,trri_l.t t�l ej'e ele III '11I elI y � e? ! � 1 tai ill r�� oft tit eft ; Ot Iti � � i iii iii ili ilo � i cic Thi f� � iii ili c � i � � i � Bei , ,, ,�. NOTE : IF THIS MICROFILMED 3 4- a 7 B 9 10 12 DRAWING IS LESS CLEAR THAN I + THIS NOTICE;* lT IS DUE TO THE -QUALITY OF THE ORIGINAL DRAWING. OtE f�Z 8Z LZ 9? SZ bZ EZ ZZ I Z 0Z 61 el L I 91 S I to I El 21 If 01 6 A L 9 Is b E Z 1 Nun" Itil iie1111111111lllllll1ifIIIIIIIIIIIIIIIJIII lHr�tt tt!lIII�>� t�l�+��1��++� �,lei„INiilllei t> lielll�l��le`i1e110IlIii i�i1�!��I�IIIt�tl�lllliellil�liii1it11111111�1�t1�1lll�te11�1111i{WI �1� 11I lt��eeeleiieliiilleeeifetit1111U1� 11�1W�1IW11�l�II��Iultll ����► low D i-E C E B Eh , 19 199 .�.,.. .:::..:__ "'•,«,�a�."yam � , , •r r .:. ::. ,'. .. '-_ `:,— .,. . ,. •, ..,:. '., ,. � ,°,'.Yt l 6 'd:a .-,.' : Rri'..a'�AyT;l�,n+' ,f,�.' �a ro!'�ff.� �, :�y - , USE 'I► 5/8' X 2 1/I' -BUILDiNG A325 HI-STREhGTH SOLT EAVE STRUT SIDEWALL ROOF BEAM (091282) AND 5/0' CLIP (513161) FLANGE HEAVY HEX. NUT COLUMN SIDEWALL LEG GOWN USE (2) 1/2' X 1 I/2' (095233) IP f�IJ1611 CLIP (51316 COLUMN SIDEV L A32S1 0) AND 112 BOLT SIR LIP I (o9r•28o) AND I/2' .. \ LE GOWN LEC DOWN + HEAVY HEX. NUT SIDEWALL (095230) INTERMEDIATE F, .ME-. ;IRT SIDEWALL 17NDWAL, ROOF BEAM GIRT .r------_ i (BUILDING) -------- - - -------- n. 7RADIUS SINGLE '' � I w I o THICKNESS / ENDWALL INTERMEDIATE FRAME 01 - CORNER ENDWALL ROOF BEAM T O POST (WIDTH EXiENS10N) C - SECTION DESIGN INFORMATION '` �° e I The FRAME CLIP (513256) T) � � PART DEPTH FI,.ANGE LIP THICKNESS RADIUS l CLIP i FRAME ENDWALL POST 600670 161-7 9' 3 i/2' 13/16' .060' 5116' USE (2) S/B' X I I/2' A325i 1` � (513258) Hl-S RENGTH BOLT (097281) AND USF ;11 1/2' X I I/1' ENDWALL POST 600670 178-1 9' 3 1/2' 13/16` .060' 5/16' 5/0' HEAVY HEX. NUT (095233) �� USE (6) 1/2' X 1 I/1' HEX. , ) 1OLT (09X0851 AND CORNER FN HEX. BOLT (095085) AND IoI� 1/2' HEX. NUT (O9T,032) \'^`� FLANGE ��' ti( (WX) 1/2' HEX. NUT (095032) Y VOID DET SINGLE CORNER POST TOP CONNECTION WX HI-SIDE CORNER POST TOP CONN. - ----- AIL E045 INTERN. FRAME ENDWALL - 9- ENDWALL POST DETAIL E057 INTERMEDIATE FRAME ENDWALL TAIL 6006 DOUBLE GIRT TO SIDEWALL COLUMN CO TAIL 6007 SINGLE GIRT TO SIDEWALL COLUMN CO SIDEWALL USE (1) I/2' X i )/1• RADIUS COLUMN HELL S; BOLT Mu9500950]?D � POST 9 ENOWALL POSTAI 2' -THICKNESS ENDWALL SIDEWALL H i SIDEWALL SIDEWALL ,r ---GIRT F SIDEWALL � I CORNS.^. POST 9' OR 12' $o GIRT --__ GIRT ---- 1 CLIP (513259) �� ? _ I SIDEWA GIRT Z - SECTION DESIGN ] NFORMAT I ON (FIE CUT AS REO'0.) [_��_!_ ( / i LEG DOWN 7 CL (513161) PART DEPTH FLANGE LIP THICKNESS RADIUS i I � � + ENDWALL n � DOWN GIRT GIRT 550239 181-2 9 I/2' 2 3/4• 3/1' .060' Iib' ---------------- G _- GIRT ( - r CLIP (513161) — I/2' FIELD CUT LEC DOWN AROUND n I 3 ATTACHMENT FASTENER 2 .. I COLUMN S TO WALL NOT BY BM�- L 0 BEARING VAII FRAME FLANGE ENDWALL SECTION ENDWALI SECTION n /2' HEX.--- USE 11) 1/2' X 1 IT1• USE 121 I/2' X 1 I/1• RADI HEX. BOLT (09'5085) AND CTRT CHANNEL (SIJ260). FIELC WORK HEX. BOLT (095085) AN;, \f 1/2' HEX. NUT (095032) AS REOUIRED 1 FIELD BEND 90 DEG. 1/2" HEX. NUT (095032) GI CUTTING DETAIL AND INSTALL WITH PANEL FASTENERS. TAIL 6019 FIELD WORK SIDEWALL L GIRT DETAIL 6023 SINGLE GIRT TO INTERM. ENDWALL POST DETAIL G026 ENDWALL GIRT TO CORNER POST SIDEWALL GIRT CONNECTION COLUMN FLANGES WIDER THAN 10' OPEN SIDEWALL TAIL G193 LOAD BEARING ENDWALL GIRT LENGTH 'B' ---------- -'-- ----- 6 GIRT PANEL HOLES 1HIS FLANGE NOTES- \141c) v O I. F! LOCATE I• CIA. X 2' SLOTS AS SHOWN. 2. 'FTELO WORK SCHEDULE' FOR DIMENSIONS. TAIL X001 FIELD SLOT SW GIRT FOR BRACE ROD REVISION NO. I REVISION NO. 2 DATE. DATE- PRODUCT OF THE BUILDERS PROJECT, BUILDING ORDER DESCRIPTION• �DN1rU1� DRAWING TITLE• NC FILL' N0• —� WALL SECONDARY ;ROUPg V DALE• p7/26/89 DRAWN IV- DRAWN ITT, BUTLER MANUFACTURING SABRE CONSTRUCTION CO ROGERS MACHINERY CO. 1 7' X I 1 9' X 1 6' WX STRUCTURAL ELEVATION DRAWING NWMBER• REV. CHECKED IT. COMPANY ORDER ENGINEERING PORTLAND ORE T IGARD, OR 25#SL/9OMPH UBC 85 DETAIL SHEET CHECKED rr• GENERAL OFF;GES-KANSAS CITY, MISSOURI SYSTEM ' D89* 07.09'4 - QSA' ,.: 00 IT c'.•..1 F)F. ►' • r..• . y�'- .. _. _.. _.-�......•Y nfrsxz-_.'.:rte • f./:. l • 1 - _ { 11 1111111 ' If11111r � 111_li' I �� � III � � IIIIII �'� 1II � IIL.�. Ii1 �1��r1'�� nI1�1 + 11'11111 111 ' 1 � 1� 111I11 � 1711111 rlllf�� I � II1 � 1 I � II1 � 1 1 � 1 i + tlllr 111 III rlr rir 11 � TII SII rel rII ter rl ► �� r 1 � 1 - ,,r .,.�� A _ • NOTE : IF THIS MICROFILMED om- i---«-•�- _ 4 __ 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN �" THIS NOTICE-,-'IT IS DUE TO THE -QUALITY OF THE ORIGINAL DRAWING. OE 6Z 9Z LZ 9? SZ� fZ EZ ZZ la OZ 61 81 L I 91 G I b 1 E I 21 11 01 6 9 1 9 S b E Z 1 ECEMBEht 1991 ilk ��l1 11111r111�llllllrll�lllllrrrl�rlrrllll�i�lllllfti�l�tlti�nr�i��a��+t�t'>�rl{IIi1�N11�1t1111�,�liii�{tll�ll�l�illl�llit�l6{!�r1�111t11llI�IIIIIIIIIIIIIIIIIIIIIIIIIIIlIIi111.IIIIlII111Iii11�1111�1�J111111111111�I11111111�IIIlI r..r.w!► - .. �hi. k - �r -+ww. .. w4�RlIM1M••.Ms _. _____.. . .u.�. .. ' :.. �. A��':TIDYJII'�.fWlAlll"'ef�IMdT1RF?a,'^..1 .fu}s�{: :.'t'I r,"F"JKfA'hdM�. ,, ' ��~ _».�._. - .is�.Y1Y1r... - _ ..-.. - _�__... _ _ •A. � , '.r �+wr I I • ' .7l •k .�1 Y IL r i r Cw n I !477 t I S W , E3 O N I T A R n A D "' '. a 44 ° g)0cTING CULVERT U' 5� UTILITY EASEMENT S Q 1 I 1 4` ,STOP M DRAIN EASE ME HT i I - . VICINITY I I NQRT'N - - EXlST1FIG UL�'E1�T I s i t'•°fAK KI Ne9 - '�YLIGH T� �i'T•GN V O _77 f D I rc16 UJ CL I " EX 1 CST I NG rU L.`,1EI.2T 0. Q 3 1 1 W I NG , OF F kC. PLANT , aui 5 , t z «............. ...._—.1......................kq t �. LlJ I9�i�/S t ' N Q 1 + ' I -..Oder --• : . - -- - - «. _ • I �' ".•o i r'' i 1 a}L fit! V. . . . F iE MRS • OFFICE W �- ( Af'p'r'a l'Ep I CONE ITIOINALLY APPr1QVEq . . , • • . • APPROVAL OF nI.ANS IS NOT AN APPFIOVAL OF a ' (a 9::71 J U T I L I �T Y F=�R S .�1 ENT ME v�ort��vEHs�HTs. LETTER. . . . . . . . . t rl..r;NS fkAMl EH TE .rte « 5• � 1 i't.+l►�1�' •ycF'/4►' 71pr� - •�al��i•1 .`�1�� 6� , RES I i I P H A r..�• E;.. 3: P,R E r�, .n 2 a G R C l0 z l 6Pcs & la IT i5 MCOV 9• G D. g. GIA'S K a MF77 00 C.IGM I I _- - _ - �, (� y•2 G•1� P�t�G' mw1Nr. ' 9-19•-85 ADC NORTH ARCJMN% LAT' LLVo "�YII ' cta LvT awry 11AIK QATE REJIbw� Fi• SABRE CGF",JSTRUCTION CO. A GENERAL C.oN TRAt3TORS BUTLER METAL BUILDINGS 7225 SAN 80NITA RL)AO l-10PTLAND , OREGON PHONE B3S-414" ZIP 97223 r oga►nav Elv PRIC)JECT FOR A,W. R ROGER.S MACH I N Ek`>r FR C"I �4 .,, : 4©, o* - W. 7�. AV E PORT LAND, SRF c: :N 'E0 _486DRAWING T I T L E f JOHN R. LOW _ _,__��� _ 3 1 T E �_ C�CAT I «N �,A A P GONSULTI1Va EN�iNE�}/IA, INC. O QRE6dN' 1 —•I4C] �� A 1 «u ti Crt r l.Ir� ICJ t vAt.t, ��. ��6' / c�►�F_T ,'t'to• \ J r-'r-_�F�I� t 7 rlc�„ fan i.��i.�; OP CA _ r II) I '�C` 4 , �'� � sa,wii""'r".""yil� ww • - .«1��1.., xy.,. _ -...a .,�_.. - - aes, ...w. .,. _� _411"M '•fir I I /'II III III ,I, SII �I�I III III III III III III III III (�I III I, IIIII�I Illy �IT��I,III,II III III III III III IaI III III II, III 1111111 III , 1 III III III ,II 1111111 II,I, ..._._ � _•I' NOTE: 1F THIS MICROFILMED �• -- I 2 a 4 — 5 , 6 7 8 9 1�0 11 12 DRAWING IS LESS CLEAR THAN ---�` THIS NOTICE, IT IS DUE TO THF QUALITY OF T4 ORIGINAL ' DRAWING. �. OE fiZ 9Z LZ 9Z SZ bZ EZ ZZ IZ OZ 61 BI L``I 91 SI 1►I EI ZI 11 01 6 9 L 9 S b E Z I HIIIIIIIIIIIIIIIII1111�1111111111111111111111111,UIIIIIfI111111111I11HI11NI11tllr1111!111111111111111111111111 II11111�111I,Illllitlllll11111n,tI1111I 1111111111 l fill l lllllllllllllll,llIIIIIIIIIIIIIIlIIIIIIIu1I111111111111111111111111111111111111W�11C1111II11111IIlUllIIUIIIIIIIII11111WIIIlI `� -i 1 J��/1 }U fJ .11.1► 191991 rte. ,, `4 I in 11101— -in yr -••.r ►�j:. . ,\ \ 1 ` I' I "'A r'sowrr- 'I do ' / r ` \ 1 \ ��, ` \ 1 / id iia („ . �1' '4lwltgl 45�►�I Z4i '7'�1� V t= 1 _ r ♦ /101 lo 11.p uriLITY1 ALL CASEMENT _ ..._._._._ . . ._._ �' x , _ PARK I NCS �E- ;; I � � ` �A�`' .� , ' � ,• , � I c? ►,.JPJ.G�hD G•oN�dS:, .. 1 Z0 GARS �' ~-- _ _ _ , t-Ka�I J1 �r_.r• _ '_ •' . . . _ • • _ _ _ _ - " _ _ .. _ - •• • • `� ,.rr-- ,,, . ►_.-' 1 .-- _..... .._._.. ... ,-_ ��+•r.,...._._—..-` '1`�` � � 1 \ � _, ,,U iles .15rd-L., 41, ._.- r -•_ _ • - .4 _ IGA � r �,.,...� ( r l l4,H + - ,- '►71 F - _ �6 Z ... _ - __._.. __.__. .___ r" _ - _ r `��' "-a V '�/ V I "' •` t _ ..�.• � I � � / /'�' .. �, .. `. ' „" ""'+ ..... +rr .nom. �„— _ . •• � \ \ / _. ... �`. ♦ , � , I i i n Jkt /... \\ Iva ] • ._-..1.•: � _ T �,�)�`r� /� �. A.C. 1, VV #G 4 I 'c 1 "� .G r '5 * ITr G� �,y. / ` ` ` _ �.;7 "� w"'�. �` ,� •�;+. \ ,� 1J i 1't�) "at;. _ _ —: . •,•. � , v 1, , NOTES. , �. ._. . 2 " "rx x y �.r---�,.` - , I II d- 1 T ' 1'`-. -)I H�-�If -41 Rv 145 1HC-2 i A,�, ��,�a►HC, Tc,' e F, �r f f cin &•1 ovEs�� � , � J � � ��.=+�'�(�'��!C� ��t�/� . �IU�'�t �t '�/ 7��'/I��.�`�''���.r)' '.�j�• �..-.___I �� ' i � J/%'} •/r/ � I 1 I � r� ,,•' �,�..>L1_.•11 � �CI� #���J I G71G-�,G i �. rf�, C..i L /'�_ •^•.._..` �r �\��' � I 1 � ( �.�e'�•/"���� �irA'_'V � �V ' '- Y� ....•'t�`�Y' V I � 'L.,r� 2. + 163. •� . :,. . �.�. 1 `` 1 I t W A WE E H 0 l J E 1 t``1£s . J ••�; �• '_'�'-��"�� ___. ..._ .r.- � '/ �, ! t I� I � � - � � I _� � / � o �o Ih-� ►� 155 boo ! N. 16 3.b I 1 J Vial_ IL f'"_- 7.5 -- _ . ' o I j - - Iry!�" ly- I J1i1 1 -' Bu I L N G EX P,A�, N S I O t� f O �•,G , �F� 1 + 'T .j � -'�:;: I;.•�"1f carr- 1 - a i � i� ��� 4 U i _._ I •F IN. F L.R . 11$ • cc"t5 c.? � � t � .�.,..�,.. ��' h`'�`�•��'� � I � Ix I 1 N C_= L ANT , r. r J I z � n U� `'�-� 1 � CUh'1�,��,..r-T .T�•� "'~G•.� � P`'�1f'�•..�-•r�i:� Ise , I I Q W I - { I i � ul �r� SLCrPE I 1. r I z� I � J14 �>�. �z 1 T��• �..I A\j �W t_1 a } I 0 ► , •: ►o_ r I C•O V E r2 E D BAY F Ix 3' 0` 1 A�x �!`TM. Sol , rr 07 3� I - 24 STA /DRc_. . Zlo3.,ca f I A, i2 IAC: ' TG GGi~-!�^C' .I'1�0 I e -TU 1 ,' j 4-iG '�- M�l �, ri I 1- • 1 - � KV. _ I. x I i �� H rr L1;-4 .;- . i_, ►.`vl. `�' it r rC �' G;.f�.. �lC: :'f� 4 '� I P.x;,�T'G r_est�� I AY t r x i �T G I ��F.,F_1-/ I ,, l 1 U N ; 1^ .f�C.� 1,.1 Fir `�� L ':� , GI P45 �, m I ,( i �'► ;.4 X A 2 x tea' '51090 1`- � �. 3:3 J �, < 1 I 1 G 1 115 $ �)S v WtI C. 5 L ,ria& -.b► >0,Y. F I N, txc,. I Ige GL x_- V o,64-L,.. - N 41N. PLR. 1(2?. 65 I 1 I vALlEY GUTTER -7-7 r It1DP1'I"1 TO 10Wr+�A }r4lIJSE COVE KBD 1 5 ARS I ++ 4 I I •l . - _... ._.. . . I_ E..X 15-TING W A k E-H O U S_EEJ In _ �___. _ ___ _ 1__.--- _ _-____- f An �I I !,At,,jnf t ; - FIN. F:.K. IG•?. �,.Iz' JE�Ri F=Y) i I ! EXIv-._ ING RGTA ►NIN.,i. WALL AV i �- 49 ADD I l02' X 45F.xP"ION @ 5AUT1-i S!pE1 F iRk-WAIL. 81.E 4 t. --- - IAI 7•o5 I.VI 0 I-OWE GM tUs1r �D Jl..ATS T7� EWA 4 5 =GM_ i '�' '.� -; � - ;�• �'?a 8. ,f:a�i �' �,A: w �•'�' ? ,-! ti-�. l`_�-.ear� F ,°. r17 3t�r" :��Lu. 1 M'iM''..�iri '�c ,{ �SITE PLAN ��/� J �j �VI�1 . . .. m ,,�'�. ... !�_ J•'Ia...' •-F t�♦ I FOM H 040 _-- � - --•�'- ,�,��• ::' , �_ L� N, .+ r . ® tet ,es ACV � � ! � wrv�.r�c.F. �. FEtiK� M. GC.N I--- G All(:;14 +CJC'r ruD�,l� c �� _ �. { 3. 1-5135 Ahi'�20 CAR-5.N4RTV lAT•t.Gc,_ ST�II* J!CUU { - 4W- UT /iv £r�XY E �" lr�' I I � �1 KAIK PATS J it 4 rI K.1z.c 16 SABRE CONSTRUCTION J>:'" O. A3/~i1•t'AL./'JC CSC. 01,455 ��. . • �_. • .: _- ; GENERAL CONTRACTORS IB-ITLER METAL BUILDINGS � CA +� ��� A .C.. M� I /":';P5 S.\1V BC:NI TA ROAD PORTLAND • OREGON f7A.VNC; o Cop (�a� . � � CNECKEb F ► IUNE 6,39 -4141 ZIP 9 722: Y1�#f '`���� � , o av OJEC T FR146H OF f _0UROCK 0 R . `'rvM �Ac rF o r� � �C ., �v cJG � 2S MASMINER1 ' INC. - J rr tr, .2 n�r;;�.• ';ir,r ey .7 •cc' ,+ sr-^,� t ,:y�' , ,c';''". /.11 10 � ll FII [`(f 1.5 W 7AN 012 h2 PORT L A , OREGON I 1#(i�J ill JOHN R. LOW S IT E PL A N Colo" �g� 14l9E3 3 PL_ -i� 1 . �"�I M h- G V ',�.L.L i'Y/5/cA,L _PA V' M1,C N T _ S Lc r/0 ooNsu�reNo YIMwNlwwtrRw, n1Ms. - � _. t::Z - ,�) t` �� �►.._� ° 5�1`��1 T OFFICE_ � P l__A �'J T F' X 't-'A'`�1 l h,1 1 r . I � .... ..... ,..._..._�._......,. I r Y•-•-,.A .-_.__...__...,,-. - 111I T—.—....._.......,-,,.r---•--n...n...,••-..-�-t• .._ - ._....__. ww._.- l _ .. _._._„•,+A��.nY.�M�. _ wu,,,,._--- _ _ ”" .. �1. I11. 111 111 111 III rill11 11 if 11 11 1 M I I 1 1 1 1( I .III►IIIIIIIIIrllllllllllltllllll�llllllll1111111�1111111111111111I111111111111111I1111111�1111111 / NOTE: IF TH IS M ICROF I LMF_D �- I _ 2 _ 3 4 5 • 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR IIIAN THIS NOTICE, IT i:: DUE TU I1•IE QUALITY [,r THE ORDINAL DRAW NG. OE 62 132 a 92 S' 1►2 EZ 22 12 02 61 131 LI 91 SI tool EI 21 II 01 6 9 L 9 5 bI E 2 ,e11111111•IIIIuI111n11UIlInn11n11u111111111111lItt111u'Iqu1u111u111n111NtII1H1lf17111111lIIIIIIIIIIIIIIIIIIIIIIIIIINIIII111!nllIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlI1111111lIIIIIIIII�IIIIIIUJIIIUlU1111111111111111111111�I1NIIUlUU111�U11111�II1W.11I!.III�IIIIIIIIIIIIllllll) C E I'vim B Yu jh, 19 1991. 140- SIZE TYPE DOOR SCHEDUILA FAINTI'NG ALL. INTERIOR OP-710E WALLS ANV :EILING TO F*CElvE A T-WO COAT 3'-0' X DUTCH DOOR WITH COUNTER ALUMINUM T44E&- LD 6AF�CsENT KEY.-IN-KNOB LOCKWT IN LOUFR LEAF FINISH OF A LOW GLOSS, QUALITY INTERIOR ENAMEL-. A TWO COAT DEAD50LT TO ff.CURZ UPPER LEAF WHEN DOOR IS LOCKED FINI&4 CONSIST OF A PRIMER COAT ANrl A FfNI&4 GOAT. LEGEND E3 31-01 ALUMINUM TI-M614OLD 6A ENT KEY- IN-004M LOCKWT ON ACTIVE OCR . ALL F*E::)ESTRIL�,; DOOIR5 SHALL- RECEIVE A TWO COAT FINISH 0, A TOP AND ISOTTOM MAP15OLTS FOR TME INACTIVE 610E 2A91 11 HIGH GLOSS INDUSTRIAL ENAMEL. EX15TING C' 3'-06 X 1'-06 REDESTRI,4N REUSE FROM COLUM LINE F 7 3. THE EXPOSED Wpi4wzAC'jE8 OF rHE li�i.4=ER BOARD SHALL HAVE A ONE 0NELU 1-01 x 121-01 OVERFROM COLLM LINE F COAT FINISH OF HIGI-i OL055 ENAMEL. REMOVE EX15TIW-s 4. OVER14EAT) L)OOR SHALL BE Rr;+IN1&4ED IF REQUIRED AFTER Movii, AND REINSTALL.ING. 1 WINDOW 64HEOULK LJ AREA SEPARATION NO. SIZE TYPE 5. EXPOSED EXTERIOR STRUCTURAL. STEEL. SHALL BE PA INTEL TO MATCH THE FINISH OF 1-14E EXISTING 15JILDING EXPOSED MATERIAL. DOUBLE 40 6C.4LE DOUBLE GLAZED UJITO 5CREEN5 ONE COAT OF GLOSS !NDUSTRiAL ENAMEL ON THE 4 PIPE BOL! AF-DS. 4 2 "-T • 2.4'-21* 24'-0' 24'-0' f=,4RT -` 0FFICE fmo4F.;.76 571"CR, 4GE WARE440USE REMOVE 4 REPLACE WELD ING COVERED 4REA LU/ METAL 5TUD8 4 5/8, &4T RK BOTH c EXIST'G CMIJ, plDF-S EXIST'G CMU 2HR ;:IREWAL�'L 2�­!P F!REWALL -At- -——---———------—-- -.row.———--———— ——————————————-- 0' LONG 2 TU15E 5L IML INE FLUOIRESCENT FIXTURE EXISTNG SIDEWALL AL REMAINS rtYP /0'6 10 -7- -3- 51DELUALL PA),6L_6 EX!TSING CONC. SLABSLABREUSED TO ItXISTOVERHEAD10'Xio" OVERHEAD DOOR 2qR ARCAA LE SIDE SWITCH i HWAL-1 COL. 5EPARAT�ON WALL RELOCATED HERE ip Y Typ. 7 ST-r-) STEEL PIPE COL5.% BOLLARD '—PROTECTED LUITH CONIC. FILLED 5OLLAftD— ry=. OF 4 1 PJ---INF. LONG. --I--V�c'- *%\\ �n ; ���_ I BUTLER 'L!TEf'.A-NL-' (A3 REUSE EXISTING 5 \\ TO 41 3' X -V DOOR a --T lNqAD. LIGHT I -REUSE EXISTING lu STRUCTURAL ROOF LINE 7_7 BUTLER15 �l DRIVEWAY ;J 21— J I... :I-— 4: I i I�- i ( 31 x 101-61 ROOF 'L!TEFANL' TYP. n' trn 3UOQAC? pj ROOF LlNE 4 x2 6' FX!STING x 8' CONC. RETAINING WAL-! lRET.4INIWG WALL PROPERTYTY LINE A3 ,3 7 IN-CEILING DPFUOER Tyr. OF 12 VER FY 61,—= 4 LOCATION 421-04 47 162 -01 JOIST 14FJ1200 0 16'OC STIFF D , 'D- - T ZZAN _E REMOVP SIDING _jOend.. STL. r)Edif<— '7 0i d. A PLAN KURR LJ/2 1/2' METAL STUDS LlhkF-\Uff STUDS I \ //1 1-'0 NDS e-00 �LOQw1w 5*41EETROCK FINISH STIFFENED SCALE- 2' X 4' 5URFACE MOUNTED - A 4 TUBE FLUOR!E8CENT FIXTURE WITH ACRYLIC DffUSERS Typ' COLD AIR RETURN - 17' VERIFY 61ZE i LOCATION 3'%% 5%. PIPE GOL, MIT-L. V I 1 1 5EE '.)$FTAIL (I *' 1'I'I OATE A 431 , SABRE CONSTRUCTION CO. 2C HDS (POO GENERAL CONTRACTORS 2t/3' MTL. STUDS BUTLER r-,AETAL BUILDINGS 7235 S.W. BONITA RD.. P.O. BOX 231026 PORTLAND, OREGON 2­20 NDE' boo PHONE (503) S39-5151 ZIP 97223 CRW/N 8 f I PiK VT PRCXJF-('-'T FOR NOTE'l 'ANCiELE& METAL SYSTEMS -- ____*' 6cfocojm VLO) ALL SECTIONS INDICATED. c"FLxErD a ANLUJ SC U� 9 $ I S - _____-. f a, )i.(� ALE VARIES '� CCJJP'H` �G� -f I ING I DRAWING TITLE SCALF: OATF I_'r_r'Ml'T Nrl. 89j,ljj ';::a JOHN Ft. LOW 1.18 OF t3av*ot^r~ spiowdomme. ~. ;431 rpwl li vv fwlvtwo fW_AAVv*%fA r 1-.7���-- iccl) fwL07TP_f-_)- f SWIIAW 16 C\ op� 1,1� Lj V _­3) 1111111 Jill NOTE I F THIS M ICROF I I-ME 2 3 4 5 6 8 9 io 2 DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, oc 62 02 12 92 rj2 *2 E2 z? 12 oz 61 91 11 91 sill #71 EI z I 11 01 -6 a 1 9 rz tF c 2 1 12 4 )C "10 F 4 C 71-11 AT J1311 Eci if 1 19 199 1 T/ I ° �V26 GA. BUTLERIB III FACTORY PREFINISNEM SID WALL PANELS I 3' X 1' BUTLER I I I 'L ITEPANL' I EXISTING STRUCTURE q II Ilk SOUTH raLravATION SCALE: I/8'■1'-fd' • �,�ppY i�1nt..t� curnl-.l�Y t-�1�- VI�l..7Al- f�Rf''�.�i. , ot EXISTING NEW _-� �- PRFFINl9NED R GABLE TRI"I I 12 ' --PREFINISNED 24 GA. STAINLESS I r ( HIGH SIDE STEEL GUTTER EAvE TRIM PAINT BEAMS d TO MATCH EXPOSED STR C,'i URAL y ! , A GRADE BOLLARD i RETAINING:. W,4LL ENDWALL PANELS GULF BLUE LAST P.Lrmv,41r ION SCALE: 1/8'•i'-¢�' - STAINLESS S T EEL INTERIOR GUTTER -- PE ATER/AIR CONDIi'IONER UNIT I 71 11111111 i !III ' I 'll! ZIA MK I DATE PEvrSc7rq H. SABRE OnINSTRUCTION CO. GENERAL CONTRACTORS r lip -¢ ROOF � BUTLER METAL BUILDINGS L i i�PAN"_ � 723L" S.W BONITA RO., P.O. BOX Z31026 PORTLAND, OREGON /a O '` PHONE: (503) 639-51 51 zip 97223 wn� pAcBy PR(7-ECT FOR CHECKEO By L 101p0Y0I M Lff IK?] ROOF 10L.AN _ __ SCALE SCALE 1116°■1'-0' DAT [YR E �— S/ /ly9 AWING TITLE JOHN 94. Low Ct>+NsixMM twoNUM ' . F F'F't•I C T hJ C1. 891919 ,,.,,° ,: w �„ M� t�rx��w►nt� s►-�E t __.------ T r Y 1R r r nr.N r r.r► it•1W spool 6 "?R OF 37 r: f G',�F I[--:) a y,�' Illy Illllll Illllll Illllll illllll I1111�1 1111111 1111111 `11111 Illllll 1111111 111111 , 1111111 1111111 1111111 111111r'�Ill III 111 III III III III III ill Ili 111 III III Ill Itl III ,,� i . OF . � ._ �_.: ::.:,..�._..:::.:�. I I I I I I I � I � � 1 I I � I , 1 1 1 1 1 I l ,I 1 1 1 1 1 1 ) ► � � NOTE: IF THIS MICROFILMED l 2 — 4 - 5 6 7 P 9 I� f 1I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, 17 IS DUE 10 THF QUALITY OF THE ORIGINAL DRAWING. —�—__ �_. --- --- - _ - - --- OC 62 02 LZ 9Z 9z 02 EZ zZ IZ oZ 61 91 L1 91 91 11 of -6 9 L 9 S b E Z I��•�*� �'�"� i�!1111111111111111111IIInnIIIIlI1l111UI111111111111111fl111111Illllll11H11�nu�ll111111111111111II1lIIINIIII11111�1IIlUlflllllllll111lIIll,lutllnllluillinllill11t1uluulul�IItIIItn11n1lllnflllllllllllul�I�I;���,oll�nllln1II111IIIllIN11�IIlllllllli111�1i1JIIIIIHIIIIIIIWIIIN " 24 )1 -- CEMBECiih19 1 91 ; �-- 4-9/17'0 HOLES E.+'✓ESTRUT \ ROOF PANELS 5'x 9'x 1 a° IP PURI..INS \� _._.._..- -�- i 26 G". 5UTLER15 11 FACTORY :4 GA. STAINLESSPANEL-8a3 i / PREFINISHE:� ROOF 010 &CREW s 10'OG STEEL. GUTTER '2 2' WHITE ✓INT L FACED • ! - - fiIE5ERGLA88 BAT' INSULATION 1 LINE PTUD EW/OJg ? PURL" BARRIER „__ i _ \ HIGI, SIDE 7' FIBEF�iGsLAl BAT PREFINISHED _ - NSLILATON WITH �- J r- - - `--/ /,>POR BARRIER _ E3El�t"I - ; r ! EA,--0E TRIM , BEAM ; _ "'OP PLATE ___-. __---___-___ __ .___._---••-- � 5/8' SF-IEETROGK. � �is1�+1 '"-_ fi �` , WP TTPE 6'MTL STUD g' GIRT � G 5/8' SHE 3,4' T 1 I II` t TROGK E , P�.Y FLOORING I WP TYPE X� \ 'B' 22ge. 11j2'T4C- j .h -- 49x a•x "/, It 20l,T CHANNEL I t-ITL. DECK I " -- � ?6 GA. BUTLEIQIB :J�,�_._. ANELS 14'FJ1200 0 16'OG JST5 I 6' METAL STUDS 269a. 15UTLERIV, 11 6' FIBERGLASS 5ATT IN 1 >5% ' WALL PArJEI_ �;'SNTRK I I WP SE'R9C3GK { - - EA SIDE �WW I 11\ _ GIRT )OF UNL 1 J I I -- a FEEL COLO 1 0CANOPYI GRADE 6411 7/16' U49=ER BOARD ,t !NG AS MANUFACTURED BY i j 26 CSA, 5UTLERIB 11 WALL PANELS Co.LOUISIANA 6, FIBERGLASS BAT* IN8UL LOUISIANA PACIFIC LUMBERLUMBER ®{ 1 ' ul/'✓APOR BARRIER ADD b' FIBERGLASS BAT'1i !NOA.LATION •� �- 2�i?' h'ITL sTIJDB �� ,� iii' METAL 5TUD5 \• �r4�E PLATE ( V,+POR BARRIER - �' / �� TF 1/2' SWEETROCK --Ex!sT!NG RE afrl!NG Wf:1 b' GONG. SLAB 1 Eic.i5TING A-C. _ EXIATIIV� _ I , EXIST'r-s D443 SECTION RET. WALL _ j sGALE: _b4 66 STIFFENED �� NOTES: J ( SIDE LLQ TRIM WALL$ AND DECK TO PROVIDE I I A DUST-T!TE OFFICE AND PROPERL i I ' Qjzcur ION FINISH AT DOORS A,ND WINDJUZ. I ��ISCALE: I'll I ' i + - --- -- Id'DIA. STEEL _ �j - - - -- SONOTUBE24 �' CiOLUr1N , , STEELA. UTT:FR�E88 VERIFI' 11.STEEL COL. - A 04 VERT 12 3 a' O .0 --- - 03 TIES `A ~ . 0 STEEL A ,-- --- 3' WHITE VINYL FACED l f LOLL?-N t, FIBE;lSS 5,,VrT INSULATION Op GL R { �{ - STEEL :> 1 �3la.3E IL �/ COL• -5 . &/lir' � _ ---' � ���� • �`�---- F'i y carION A3 CDET44 SCALE: 3'■!'-0' I j EXISTING AC. I a VERFY mCO�.1�1'� �G'� f 011 _ - -- —-- X18TMG__ �3 SCALE: 1!%,•l,�P� MEZZANI El - 3/d'TtG' I METAL. DEt ".'G - 3 C1' f ON _ .43 26 GA. BUT!-ERIB II �sT I WALL PArdELS ----_ 20ga,NAT CHANNEL �- 5/8' SHEETROCK 26 GA. BUTLERI>8 Ii Iii onT� WP TT'PE'x' WALL PANEL 9 'j— —'_ E4,61DE SABRE CONSTRUCTION CO. 20ga.HAT G�;.4NNEL 20 HD8 600 STUDS �'� 16'OC STIFFENED 20 NDS 600 STUDS W/ MTL. COVE • I6'OG GENERAL CONTRACTORS STIFFENED --'"--� FIBER 31-A88 BATT --- FlBERC;LA88 BATT ` ��} f �F£s BUTLER METAL BUILDINGS INSULATION INSUL AT f ON � �4 :-- _,,. W/✓,.;POR BAI�RlE1t I / 61 235 S W BONITA RO., P.O. BOX 231026 PORTLAND. OREGON lL•V-+PCaR BARRIEF2 /Z 5HEF ROCK �~•/ t \���, �' PHONE: [503) 639-51 51 0 Z!. S 7223 ----_- �--___ OFF ICE ! PROJECT FOR ;"IR^m,A ay f , --pill_--- -r-HECIiii By K""OT09m VC01 (� Dop REHR MA@H- . STA fL Dill DRAWING TITLE 01KA �43 SCALE JOMN LOW ------ C ILTw4a ■mal', w4c. 1431-111111 ♦lflp 9 W GMcvll►E 11.f'.n« %AEt T7� o`-JY SCALE, 1"•l fell ®E.10:?SMI. 4' !i•(� 1 L. 1 w ell .y,:...,...._.. ,..gym,.._ ...,.. .,...-. -. ......nly.�..-.....,...... ...,.....P._. ...:_..._ .._.. _ _ ,..,. ..... ! filI+ISI+I+I+I+I+l+I+1'I+I+ISI+,+VIII+I+III+I+I+I+J11+I+I1�111�`II�II+III+�+II�IIIIIII�+VIII I�11�14+IIIIIIIIIIIIIIIIIIIIIIII�IIIIII+111+I+11I+IIJ+1+1+1+III+II111ifIIIIlII111I111I+I+I+I+J++1 + , NOTE: I F TIi IS M ICROF I LMED �- ( 2 3 4 5 4 6 7 8 9 12 DRAWING IS LESS CLEAR THAN --- `' THIS NOTICE, IT ,S DUE TO THF QUALITY OF 1W ORIGINAL DRAW INC, OE 67 92 LZ 927 SZ bZ EZ 22 IZ OZ 61 91 LI 91 91 bl Irl ZI 11 01 6 9 L 9 S b IE Z 1 "•��" �i!1IIIIIIIIIIIIIIIIIIIII+n11+1++I+1I111II11iIIIIIn111g1�I+++I+IilIgHlllwlll�,liU+III1111111IIIIIIIu111111111u111�111111�IlII�tluJl��Ilnlfllu1111nIIII1lIlIIlI111111nluululLl11111n111nulllnlunlul��u1111I1III111�1u1lllullulllulll{l�rnullul'11uU1.11Jllllllnllnnll�.11nll 1. 9 1, 991 Y l' n! 1 ty r u 01'CJ {✓�' '4 '-©' * :a4 -itJ' L 2'�, ©' L� '� �'1�"I1 r2 -CJ F , COL. TO BE CHECKED AND REINFORCED I j / AS RECLJIRED BY u , _ = it BUILDIr�IG MANLFACTUWF� _ = u u u u w n BRACED BAYmv n n n Q ROOF L I TEPANL TYP. r r- -I r -1 L _ J LJ L _- J 02 BRACE^ BA'T �62 -U° FRAMING PLAN YI)e :SCALE: I/8'•,'-0' 1\ I li ��. d r oaf. rib l MATCHED DENOTES �--- EX13TING FTG 24'-0' 2d'-0' 24,_01 * 24'-0' 22' 26'-11 22'-6 f- 6'-0' I FIELD VERIFY C8 A Z� A A A A ' A A ! r I �-� r,,, n r�l i r r,iii r 9l r 11 'IPAt � I f � W; 6 p X sox I i Jca I I 'X11' FTG. (p G x & GA. GONTIFOL JOINT 0 _ /2�4 CONT. '_ WEL ED WIRE FABRIC. — f TYP. i ~-A(;;1 F2 { STEEL. TROWELLED TO A ,F2 j I I �+'� 2 I I EF2 SMOQTM FINISH F2DOOR L L r-�--i r-+-- r r-i- r r—+� I L_- _J L_ —J5;! L ' _.J7e' _J5 �I IDf I C7 0D —4-6'd STD. STEEL. -IPE x 6'-0'LONG l LONG. FILLED BOLLARD TYP. OF 4 e E:'13TING 8' CON,'. SETAINING^ WALL F2 r r— -- I �NGNUR D�� - - - L� 'S _ MK DATE vigiC,N H I i + SABRE CONSTRUCTION CO. 1*4 -01 ae -0' # GENERAL_ CONTRACTORS BUTL_E,,__� METAL BUILDINGS 7P'a5 S.W. BONITA RO., P 0. BOX 231 026 PORTLL+NO. OREGON i PHONE: (5031 639-5151 7_IP 97223 (moi e►NN Bti PRO.. ,,CC T FOR POUNDAT ION PLW04N ©� � cH-eac oL� .,...ALE: I,8 .► -� AL,E cs 5/30/89 C)RAWING TITLE PERMIT 11f1.i., ll�� .'.1 0 JOHN R. LOW — — -— JOE3 NG 1431-ID9 (IF _ . ca�+�ur,.r�+r ■rw•tnr�tt are. rn[i •'y w !M[rl.N! ►al.r.�� ,�n�u gtFET ��1.�]��C�����_JU �:J'..� wIl pw 16 J � I ' I l � . �� � 1 ..._ .w...+ .. •1- _ ..�.��.�.ryr.........,.,_ ..awr.w.+�q�w.........��.-_ -�.�-.. �.���..w.+g. ntwn+.wiwewwWMUr.lrw.-,, "'........... ....:M.,ln»... i atltl��tltltltl'It�tllltltIT;tltltllltl1111111I1t11111It�1I1�11ti�Ill�IIIIIIIiI�tllll`IItIII11�IIlIIIIIIIIIil�iltllllll'111ItItI1111lIlIIIlI111IlIlIIIIIIIIIlIl1IIIII�IIItlllll:Il111lllllllllll NOTE: IF THIS MICROFILMED I ?--.--�^ 3 - 41 5 • 6 7 18 9 (0 I I 12 DRAWING IS LESS CLEAR THAN - ---. THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 12 92 S2, 02 E2 Z2 12 OZ 61 91 LI 91 S1 b l El 21 11 01 6 9 L 9 S t E 2 t ".11w241 , " ��ll�uullnl�lnlllul�lntllul�nulunl 11111nittulnu�nlllur,t�»1tllnlli+nlnu�lulltnll1111IIlUIIllllnitlnl111'1lllull!llllultllllllllllllUtl1n11ul1IIIIlII111IIIIlIIIIIIIlUI111iI1HIIlUlI1111IlIulllulttnlnululllllllllW111141t111IUIlIIIII�WIIUIIIIIIIIIIIIIIWI1111 191991 NXISTING FOOTING k _EQ. -__ --_ _.._ _ EQ OF BEARING WALL — 1410 f"EDI6TAL .��.. AND THICKENED SL Ali , i I - 1? XI2 PEDI6TAL- I s ANCHOR BOL'f8 Ara ' ES 0 3'0C "S 5PEC.. BY MANUF W I T " 405 PERT � f POWDER DRIVEN WJ6'LEc�5 - �- _ _ .__. ..t � _. _ _ PA51 ENERB a 2'-0'OC ._ _ ® v _ T.O. CsRAPE 3 04X 3'-0' EW 404x V- f • t �. ��x 4'-16' s �/ 191 I • • • p - _ 1 2 04 CONT. .__ 1'-4' 1'-4' _ EXIST 8' `1�` !0'5�6'OC PT& I I RETAINING WAL WITH FOOTING 2'-8' Du�lt��� PINNING 1—I►�f�l �i T"Z CDE-24 '_' SCALE: I' _ ''-Lf' * I - 4 1�'Z :SCALE: ?'■?'-0' SCALE: -0 Y I 4 0*3 TIEs • 3'OC I i , I - - ANCHOR BOLTS -i r 5,32 ?> 'v(0. 63'S+-i16NK -v 14'. .,4' PED!STAL AS SPEC. BY I-1ANUF ,,Io-- POWDER DRIVEN - M07 AL PLATE- _ I FAe"`ENE", w 2'-O'OC I - lXiST. ING RETAINING - TD.G}4ADE � } i E>(18tITdCs i NEW 6' CONG. COL. 4 SLAI3 I '-�EX($wING VERT. � CONC. 8�r4E3 _ 1 N 2'4 HOLE ` _� - ti r GROUT AFTER - 1 ___-- ----.__ REINFORCING:/2' NONISHRINK I — --- - '� + f A FLOWABLE GROUT _ I-_ '� - ---------- — _� i 2 ;4 CONT �'.-. -_ . - . � /� --- NONe+-IRf?�iK -- GROUT i FTG. _ 6 "5X4'-6' -1 +4X2'- -_ -'r Ct. FTC-& L 3'-0' - ---� $ `:TG- Sr-,4-' E: TG. f"Z TdZ SCALE: Z 3GALE: r !'•?'-0' T�Z SCALE: GRADE PARIESI/2 CLR 2 -_ 204 CONT. TOP t BOTT. ! I O.H DOOR u I 3 04 X 3'-0- EA. WA-TP I <&.OF CONTROL JOINT 12 �T'"T I <MNS-0 CoL45 NPIGIII! JOiNT REINFORCINGi 5AWN CONTROL JOINT N/5 TI-K. _-� --�— WHERE SPECIFIED _l i OF SLAB, EPDXY FILLED, T-1-P.? Z 9G4LE: !'■'`-0' / NOI E: i IW 2x KEYED JOIT ITS SXY NFr' CA INM RE I CONTINUE p \, THRU JOINT. -ALL WALLS MTL. In=C TR _ NNC pAT! Cc AEviSION -� b' CRUSHED ROCK --/ 6' CONCRETE 6LA5 3ABRE CONSTRUCTION W; b xfo 0.9XW2.9 Imo. r , GENERt L CONTRACTORS USE: cH:�tRer• r ALT •4 • 5, T EA.0 PoS1TIT WX, _ 'N REINF-.> BUTLER METAL BUILDINGS � �� �- 7235 S.W. BONITA RO., P.O. BOX 231 026 PORTLAND, OREGON PHONE (5633) 639-51 51 ZIP-— 7223 OPANN BYPRCLIEC T FOR 9 FOOTING � LINE G ,m SMCTION 04T DOOR _ „_ GG���lt�01. JO I1�IT SECTIC1�! ��v ;.o� C►�EC�CEO PZ SCALE: -©' #�Z CDET ? SCALE: I' . I' Z C�DF"4 - ~ — _-- -- - ._._._.._ .- -- ---- scaE 1�1 00 PIP7-31AP 4"rljom TF 30+;88 ORAWING TITLE JONRO R. LOW .,oe 4—- csiloot*uvrWou o "damo ls, swc. 1.431-ft 11 V-1 ORWVL040 atiLiLlt%io*"V "ET PLOT'1LD0•,'0319M, Al 1.3+10 893"�sc� 9b (�G,' OF 1='��F'M.i'1` hIf'1 , f3�s'i (.�, 1': l t �IlI1I�111111I1111111I111111 1111111 1111111 1111111 Illllll 11111�M1111111 1111111 410 111111 lllll1111 IIIIIII IIIIIII IIIIIII 1111111 1 111111 lf1 11�IIII 111If11 1111111 Iflllf�'I''L.'.II. ' M 1 111 I I 1 I NOTE: 1F THIS MICROFILMED �^ 1 2 3 4 _r 5 , 6 — 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUAL1i'Y OF THE ORIGINAL DRAW ING. ----- 0E 62 82 tZ 9Z SZ bZ EIIZ ZZ IZ OZ 61 81 LI 91 Sil bI El ZI 11 01 6 9 1 9 S b E Z 1 ��■LM ��III111111111I111111u1I11nII111IH1111N1I111111111I111fI11HI11U11u1t11NIImFa111H11II11111111I1111I1111I1111111111111111111I111111111IIIIIIIIIII111111111II11111vIIIIUIUIIIui(I1111IIIIIIIIIIliliiliijl11111lilnliu111uilnnllllllllullW11111,�I111II111I11U�i11111IIIIIIIIIIIIWIIIII M ' 7 7- 3 19 1991 _OL4 ZONING and BUILDING GODS iNFORM�.TION D1vib!on �'. GC�NCRETE Division 8 : DOORS AND WINDOW$ Make arrangementsruc For an owner provided concrete test for any ettura BUILDING CODE INFORMATION: pour exceeding 5 G.Y. any roteeting aha l I ee pro•:ided by the Doors: OCCUPANCY DonSIGNATIDN cortractor. Provide hollow metal oponingb meeting N,44.M.M. standard GI-41"f 1 ,4 for B-2 Minimum cement content for all close of concriZte to be 5.5 racks per uuetom wom or 6d 1 100 69 For standard units. CONSTRUCTION TYPi� :LIN cubic yard Of concrete. Prov;do UL. or F.M. labeiad unite at fire rated locations as BUILDING AREAS: Minimum concrete com robe vs strength: 3000 P.S.I. In 28 days. indicated or required. ow:EXISINC: 32,Q. . FT. Comply with A.C.I. cedes and standards for ail proportioning, placln and Design overhead or roll doors for a 25 P.Sic. wind loadin . NEW: 3,8�4b 8Q. FT. curing of concrete. 9 Exit doors shall be open bis from the inside without the LAO of a key STRUCTURAL DATA Curing compound: Ube Hunt Process Sika Corp.." Sonnoborn 495, or equal. or any special knowledge or effort. Apply according to manufActurerb !netructionb. Exit &lane sha I i be installed at required exit doorways arta where Design Live Loadb: Roof ;'snow load) ............................. Reinforcing: 4615, grade 60. Lap splice ,*5 diameters at otherwise rieceseary to clearly indicate tine es e direction of egress. ............. 25 PSP Continuous locations. Exits shall be illuminat=ed at any time the bu(Idine 16 occupied with Storage ?`"ezzanine........................_... . ........ 125 PSF Welded wire Fabric. A.S.T.M. 4185, wire. 4.S.TPK.. A 82, light having an irltom6it6 of not less than 1 Footcandle at floor ......._............................................................_........... 90 MPi 4, Exposure B Accessories: provide embedded .:�.S.T1"1. A307 anchor bolts, zip strip type level. seismic .'_one ..............._...................................... i 2 slab contraction pointe, and other acc�r� r &eorlos as Indicated or required. Windows- fto Soil ®oaring ='roeeuro ..........�.............. 500 P Grout. to be pre-proportioned, non shrink, dry pack or Flowable, depending Provide A.N.S.I./4.,4.111.4. certified produces exclusively. on field conditions, Imbecc by Master Builders" or equal. Provide anodlzeu extrusions as ind?cateci or required. verify exterior wall and Blab finish text:;roe prior to concrete placement vori% anodizing color prior to fabrleation. Division 1 CsERE1<?4L REQ�i!�ZE'"IENTs of those items. Provide a 5 year sxtsn,dod warranty against sea! Failure of insulating All work 0esigglass unite. nated on these drawings and epecirica,,ions(notese) ie to be Finieh hardware: performed in a workmaniike manner in accordanca with the plans, Provide hardware from the followine manufacturers: specifications and as a minimum requirement the &pacified Building Division 5 : M.VoT L& Butt hinge& Lawrence Bros., Mckinney Code, Closers L.C.N., Rixon All construction, methods and materials sha I l be in accordance with the Hot rolled structural steel: A.S.T.M. 436. Locket& Scl-Mage 'D', Corbin, Yale j Oregon 1985 Structural Specialty Code and Fire 4 Life Safety Cold rolled or farmed steel: 56 ksl yieid. Latcheots Schlage, Corbin, Yale Regulations minimum requirements. Structural e:eei tubing or pipe: �.°„a.T1°"I. Arpall or 453. Exit devices von Duprin, Corbin The Engineer Is not respona(bie for on site cervi&ion unless specifically Bolts or rods: A.S.TM. A30'i. Thresholds Pemko, Reese # retained for that purpose. Wolding: A.W.S. certified welders using E7OXX electrodes. 51-foid Grant, Stanley, Builders Hardware The contractor shall coordinate all interrelated sub contractor work Gralvanized meta! deck: A.S.T.M. 4245 or A.4.46, with A525 G30 zinc coating. stops Glynn Johnson, Corbin required For the completion of the project. Prime painting: shop prime all non eea i•vanized btructura i steel members, with zinc chromate or manufacturer's, standard product.. Divi&ion SITE WORK Divisions : FINISHES L�Ivieion b : WOOD CONSTRUCTION G sum dr wa I I: 1�xea va t ion& and ba ekf 1 I i: � yp Provide drywa l i products and a cceeac�r i see From the same manufacturer. 411 Footinc�e to rest on firm original undisturbed soil at minimum Light framing: 8�$ dougla& fir-' ,rch, grades 'lnd?cate�d. Install per LLS G. drywall manual unless it conflicts with depths indicated. Pressure treat as require For cond!t(o of exposure. manufacturers' printed instructions. Report to the Engineer any unusual bearinC,� soil conditions including Sjpply from 4.(.T.C. mem re plants onll Resilient floorin : evidence of any sail fill Submit shop drawings. o�. mglr,eer'b view, prior to Provide 12" 2"x118" n file meetn ed. Spec.. as-T-312 t' a ✓. Maintain maximum eiope of 2 horizontal to 1 vertical Froin edge of fabrication. �. t y' g f ' yp Footinge where undercut i6 required. �� Layout pattern to minimize the dimensions less than E,". Shore retain?ng walls or daisy bec4cf(il until concrete has attained Prefabricated m®mbe • e mit en eoring doelen data and bhco drawinee Provide .4" high rubber base meeting fed. Spec. 66--w-40, type '. Its deblen strength lf'ci. stamped bN an Or n g(s red Engineer, prior to fabrication. UR.e straight base Et carpeting, coved or repeat at all. Comply wlthl ' oo or or, dead and live IoAd other, verify coior. Compact backfiil at over excavated locations to S15% of maximum requirem bottom . rd loading As indicated. Provide waterproof stabilized t a adhesives and cements as denblty per U.B.G. standards 10-1 and 70-2. yp Structural Fill Plywood: all pan h A. grade etamp grade as indicated. recommended by the manufacturer. � � Palntfng and eta(nlnca: Structural fill shall conelbt of clean well eroded eand; band anci Fraiming Co =to "SI . son Strong-tie" or as approved equal by the Paint or stain all exposed r i— _ - xp d o sem. concealed non ► &finished gravel, or crushed rock, max. fines 5'o F^aesing 02asd? sieve. Engineer: �' p surfaces. include galvanized and primed surfaces. Do not finish Fill shall be placed in loose lifts not exceeding 8 in thickness Treating: .��` �` paint metal Framing unles& 6peciFica!I directed. and thorourr_ahly compacted to a donee, non yielding brats. All rembere tri contact with concrete or masonr or within b" of rade , y y g 4couotic pane ceiling: FiIi shall be compacted to 95�e of the maximum dry density as obtained &hall b pressure preservative treated. La out 2'x�' tee ri:� square with wall t by AS 1557'. Submit compaction tests performed by a Nailing: y g q to minimize panels less than half width or length. 41 qualified testing laboratory, to the Engineer and to the Dullding Gompl .�ii(th U.B.G. Chapter 25 minimum requirements, framing conn©ctor Suspend grid with 1�F Z1. alvanized, annealed wire at 4 ft. O.C. each Official having ,jurisdiction, showing verification of the degree rdware scheadule and other as indicated. 9 e u of compaction. /� way and at light fixture corners, flat within 1/8 . p / Provide acoustic Fiberelaeb cloth faced units, class "A" Flame 6preead, Asphaltic concrete: Finish Course Ciaes "C" 4bhpa it. Division 7 : WATER/'WEAT�4Eanises otherwise indicated.R GOOFING d " Leve I ing Course 3 4" minus. •," Babe course 1 ';2" minue. Apply waterproofinoin�.. c..Ated� or as, recommended for the &pacific , Compact base anu leveling course& to 90% of maximum density in 3" &ubbtrato: accoa?ne tc, the manufacturer's printed lnetructione. Division 13 SPECIAL CONSTRUCTION lifts mavmum. Caulk ail foneetration perimeters with olabtomerlc silicone or poie,sulfide Deposit asphalt with minimLxn hand raking, ?n 2" lifts maximum, sealants, color to match adjacent frame finish coior. { pro-one ineered structures: Mechanically spread and finish with a paving machine, do not use �nsta II 151&. Felt vapor barrier over ail exterior I wood eheathin , a towed spreader box. In6tall on: p y g, Dee?geed, detailed and manufactured by Butler Marlufacturing Co. Inc. Kansa& City Mo. Roll or tamp compact for 92% minimum density, insuring that the Su+omIt manufactur'or'& product data, lnolicatine "u" value ratinee for ' Refer to the manufacturera enelneering data manual, finished surface In non porous and without ridges or other defects, all insula tion products to be insta I iced. Storm and sewer drainage: Insta II lntoera I vapc^ barrier at inside surface. Comply with current Uniform Plumbing Code minimum requirements In verify F!amespread ratMe and smoke doneity of exposed vapor barrier addition, to state and local rogulations, For ali work. to be 25 or lobe:, and 450 max. respectively. Roof accessories: Provide vents, curbs, f!aeh(ne, skyiiehts or other as indicated or required by the U.B.C. or mechanical work MK pA�E QEviSION -- — -- B SABRE CONSTRUCTION ICO. GENERAL CONTRACTORS BUTLER METAL BUILDINGS 7235 S.W. BONITA RO., P.O. BOX 23 1 029 PORTLAND, OREGON i : PHONE: (503) 639-5151 'IP: 97223 / e C IR^^/N Ery PROJECT t-L_)P c►+Ec►cEopAY -- /2�\P� `0)� SCALE --- - — L�t..__ CLN. 'lJ U V L1lJ'1JL []oTE� DRAWING TITLE I JOHN R. LOW OONMriT111/� 1tNwaY���o, INO. 1431-e9 1"ERM T i N0. 9 E1q 191 r� ,-. ('1� .. � ,a w sK•rt.rwE c+�xa-FvwRc� e-1EET gee _._......� r_ C_. cm L a • - ( i LYS� .,,,,.._ _......,...,�+.,�....,. .. _ .. .... - i..+r7,,....`._.__.___ _ ..---- _ — _.__ .. ___ ._.__- ... _.. _. __.__�.,..... - ,�.'- a'"�«�* ,_, K. ,.- +..c*,p.,_�.r... , :; . pl'Ilr�• 1�1111 111111e IIII��1 e�lllll IIII1�1 111111 IIillil I�111�1 11'11111 1111111 Illll�f (llllll IIII1�1 el I1�1 Iillill 1111111 Illllli IIIIIII IIII1�1 1111111 IIIIIII IIIIIIe 1�1111 e " NOTE: IF THIS MICROFILMED ( Z 3 4 5 "- -� 6 ., # 7 _ 8 9 o - (I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THP QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 9? SZ bZ EZ ZZ IZ OIZ 61 61 LI 91 SI bl EI ZI II 01 6 9 L 9 9 1111, EII----� Z !�•i*' 12431�IIIIIIIIIIIIIIIIIlI111IIIn11111IIIIIIII11II111111I1i11114111111111�tNt111���eeellullllll►11IIIIIIIIi111JIIH11111lIIIIIIIIIillle1111111!' III11111111111111111eiIIIIINIIIIIIIInullllllu,IIIllllllllillllllullU111�111IIIIIIIIIIIIIIIIIIIIilllllllllllll1111111111111.�IIIl1lIIll1111111111111�wlIIH 0 DECEMBEIn' 19 1991 _,..