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VENC?rd (`3 1 ' '�,, x Sal f LE ,�� 2 l,D x ►,3�5 �� X . 101-) THK. WA6HElr;�. Ito fl �„ T 1�o C ` �A rz 2 x �{� x BAR I � NTS _ - -- � ,,.. .__-----� ------ ----- _ _ OL _T"15 -�I E-CE �Uf�f�l_I ECS F3Y I A �++� rte, �cE ��ur--rL► E� A _ NOTES- 2 i21~r= JULY F3+' i1 I<Uti 1 E" 1Lt�1 D I ) ��HG��•`PJ END TRU`ll I� ,TSP Vi EVA/ 2 r'E� c��LY I I- MATERIAL LIST IS FUR C0N:rr2UCTIG�1 OF I f. 3" : 1 ► Q III TYP -_ �..__ 1*ND TRUCK. 2--TRUCKS APE R D, I—A ? 7 " SHOW IV, i- OPPOmi l T E HANG. REF -?'(�cOL.LEY - =-��g-- -- - REF TROLLEY 321 DGE. I4OLD 2AI L_ 111 -TY F� . T � I I 1 1 ENIC Tf MUCK. 1 3 I I 'mall 40 It 1 DIA 1-+0L E f I REI i ,TYPICAL F-10T-u T { 1' �i`�j III , 8 /fig !71 A POLE + 11 �' ?1 1 . 4 �C I� DE II I = I x 4s° e II I -•�- - {,4� 2! iI t i II I ! Loc Ki NG E3AF�, t �� '= � =r�I.E �'� Y - -� �-��.=-�._ _.__ . .,_ � � NTS �. 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CHECKED - - - MACHINERY CONSTRUCTION DIVISION TITLE S U 11..._��11.1 � �� .! 4-A LOCA BION DRAWING NO. 7920 HUNZIKER RD. TIGARD OREGON 9722: c '- - •- -� �'1�' �� 1G= �'� r �t-�> �� - L` DRG NO. REFERENCE DRAWING TITLE LTR REVISION HY APP GATE APPROVED C2F INC 1020 CI_EAPPRINT .ry''7r .•41 i,+A c..{.ru.a,xre,..,n.,,_ .. ., - -�'t�t•M�w�.-rw..rv�l(�. .a'p'p 1. - 1 . 111111► 1111,(11 1111111 ;111111 +111111 11!1111 1{111{1 1{11111 1111{► 11!1111 11111{111{111{1 1111111111111{I ({I n(l 1t111{1yI{Intl 1111111 11111111111111111111111111111 1111111111111111 NOTE: IF THIS MICROFILMED ( 2 3 4- 5 6 _ 7 8 9 t0 11 !� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. QE 62 92 LZ 92 SZ bZ EZ ZZ IZ 00 61 91 LI 91 SI bl EI .',I II 01 6 9 L 9 S b E Z 1 rl11nl11lnllnn:u111nu1nulmllnl111n1h111�un1uUluuln11�1u111u1�11t1�11111111111111�11U�LH1IInllll!I�111111n1I11111111111111111111�nlllul�luIIN111�nI11f1uIff1111111IIIIIIIIIIIlltl,lIUIIIIlIllltwool~llliwuw�0�11ll�lll�IllllllUlilllllltll111fI1111IIIIlIIlllI11 �, - I JUNE , 1 91990 h -_ ITEMt aAt ! DESr=�I �"IUhJ`^ _ - - :w _I 1 X -- _.._ .___ - r'I` ='I --A L 0124 N E II -? It �4 X 12. X 11" d COLUMKJ� WE JII_r�IhJG _ \,%'A l_ . ?i rL 1 I1! �'.)' J C H E i�, t ALJ NUT �2 � 1. 042 I q x f. �,�I OU x E� ,..XK WA �H. £ TY TICAL_ ._CLUr�,41'•J - � , , Tlal `r ,_ j �ANCHCTZ CU P I C ,1. 1 rD x. 2 0 OC X 34 C lA E z 01A. 1—CLF_ Tr'R — o — 4 r-A_cc� r2 l 1 To ` 1 J IT. I i _y P TYP ALL WALL R n- .1.� ./ r•E '.Jl.. L..f{- 1 AI. ` ON I j TN I S DRAW 1 I�JCa, - + t' �11 4 95'" f�EF. (— 214o - A+ NOrJ - ..Hr�i rlK �1�GUT � f3lJl LUf t`!G F i L ori LEVEL WA l___ E r E-rA I l._,_ 11Z 1 .1 11 �S UI,:,,, �40LE. TAP _`'-Y r C IRA 1J E =LU M I J. WA L.i. _ F�AS E f J'".-Ii—TE. i - ArQCHOrR CLI F." i r I i � CEP.ITEr2 �r�AtiJE� COL_(Jr�1►�l ATE. �_c�_ DRS. -_ ITS _ r / iY? Orsi _ UN LY. THrREE �1LE`a I"- 8ut,1C e3ru c — X Q �, TYr� 2 r `JHrzl Gf'2c:;1.!'T 1 I l FLD::72 LF-VEL EAST SIOE- 314 t1 4 , I � I -- � -7rJ '4 IrL11 - - 1 1D E CT I ,La '- 4, r CONSULTANT JVD SHEET -- OF SCALE !�.1,._JT*Er-� FILE. NO - �..' DATE G E O R©I A- P aA P I F I C i,A. – PiAC 1 F C� J oil NO �- -- �____._� THE GROWTH COMPANY __—,,, — DRAWING NO. DRAWN 7; ,�� F I --IE~f� MACHINSRY CONSTRUCTION DIVISION C(<.1�,1 J E. C�L.0 �J1 �� S45E LOCATION TITLE � — ___ _--_-- _ . __ ____ _____ __ ______ _ _ _-- __— -- �_ O� I CHECKED _-� LTR REVIaION — Br APP DATE APPRovEO -- 7920HUNZIKER RD T'GARU, OREGON 97223 D TA �� - �'J� ' v'��, L„— SEN j f ' — moo DRG NO REFERENCE DRAWING TITLE ��•� 1v INC 1020 CLEAPPRiNT Amwm 1 ,- .. :Y 1 1111{/ 111,(11 1{11111 111111 1{1 1{{ 1{11111 1{1 1{111{11114 I{111{► 1111111 11111{111{411{1 1{111{Illlillll I{ill{1111111{I 1{11111111'111 11 Jill 1 111 tlllllll1111111 11 1 11111111111 " I i NOTE: I F THIS MICROFILMED ( 2 34 --- 5 6 7 —8 9 -- 1 12 { 1 DRAWJNG IS LESS CLEAR THAN THIS NOTICE, I1 IS DUE TO THE QUALITY OF THE ORIGINAL - �I DRAW I NC;, OE 62 810 L2 9? 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SCALE CONSULTANT JOA FILE NO { ---- DATE IO 1,r5~ -l7 103MORGIAm RA C I P I C C= I�` �I /— JOB NO -� SHEET — O _ _ F THE GROWTH COMPANY 4 PAC I F- ! PSS _— -- --- ---T— DRAWN T ,�/. F- I�N E r - — ---- -....� DRAWING NO REV ---� MACHINERY CONSTRUCTION DIVISION TIT �«1 fJ !�' �� NN D LOC.AT ION CHECKED DRa, NO, REFERENCE DRAWING TITLE LTR REVISION BY APP DATE APPROVFD 7920 HUNZIKER RD TIGARD, OREGON 97223 `r�,I,J'r l<` ,�T\�r , TI -,4 r? D I ORF_ C2f INC IC10 CLtAPfPRINT mau- ra_.....•-._..�•T!9!L►!�+'"""a.�sJMR:tA yyryl iN .., r. - - ~ ,11111►1111 N 11111°11111°1�I°I°I°11111°111°1111111°I°!11°1111111°1111III°1111I1f°1111111°1111111'I111IIIIIIIIIIIIIII°111111111°�IIIIIIIIIIIIIIil11111I1111111111I111111111111IIIII11111111111111I , ' , " .. III ! 1 I NrriF : IF THIS MICROFILMED � 2 3 45 6 7 S 9 10 2 1 DRAWING IS LESS CLEAR THIN "'— '— --------� I THIS NOTICF_, IT IS DUE TO FNE QUALITY OF THE ORIGINAL DRAWING. OE sZ 92 LZ 92 SZ 02 C2 22 1 07. 61 91 LI 91 SI bI EI ZI II 01 -6 9 L 9 S b E Z 10101110 1�1IIInIIn1111ullunluuluullnllulllnullll1lIIIII1111I111111I1111�N>♦11,1II11�.1111nIllullluu�IlU�uIII11�I�1nlIIIIIIIIIIIIIII�IIIIIIIIIIuullu° III°IIItIIIn1111uIII11111nIIIIIIII11I1111r11Ullllll,1ll111111111111111lllJll�ll.l1�1JIlIlW11111IIlIIJ1111111111III�lII111111IIWlu JUNE1 1990 44 4 0".110 If �-- `A•3 vA-2 �,-I Ir �„ Ar , o �, _ d _4 Z -� ?o-- 23 40 ... a z 1 20 - C i r - F - -I �pooR) 1-74 r I L L J i Al 74 IF r _ I II 1 I - I i ( � ( I I I � ! �— I I I � 1 I L _.; t,._ J l_ - - -1 �. .� J L ._ L -- ._ J 1 _. _ L.)_ 511. 2.� — . lI A ► A 19,3e LC� c.. ATION OF WF F-CIR I _ a ` RANO ASSY. TYP • 1 � f . ► I � I � l 20-Q N E E CT'�of`.IE DiM. All 4 1 . a • I � M -�31 LOC AT K_-.N OF -- -- VF 1=Z R L KIWN F ASY. g„ X31 Ile � —' H i i �..� I H i 1 I--I I i • . __..._ ._._.I,__r K) y I I_ . _ J I I ► I I I 20-0 � r> I (�r`r i310 3. <F�i-4. 3 g ►,3EW C-(. E►.,-r CSEr�ull.-v SNoP SCALE 1CO - 1"V F LTANT roe FILE NO 4- _ __ -_- v H o R®I A- P A c r F I c H E�, _ OF DATE_ 1 1977 �EOFA'GIA PACIFIC '"ry "° 3714 _-- --- - _ SE 2 _�__ _� _ _.. ._ _ _ __ _�_.� ------ __ ----- -----•-- THE GROWTH COMPANY BRAWN CEP DRAWING NO REV --------- -------- - -- �-- - - - ---- --- - - -- - - �_ MACHINERY CONSTRUCTION DIVISION LOCATION CHECKEL7 � n' A �' I D-Y PP AT APPF.i)vED 7920 I IIINZL KLR ICJ. TIGARD, OREGON 97223 �E ``I�AI V� GOL�iV11�1 l..AY(��T TIGARD � ORE , D40. NO. Ri &MMICE ORAW1N0 TITLE LTA J REVISION B A C E :.:t/ INC 1020 I_LEARP1111I►4T " ,F I h 1 1 ►II IL( III 111 III SII III III II4 III III II111I1 III III III III III I�1 III III III II4 1I1 IIf 114 I`I III IIt II; III I�l 1`I III fII tII III dumb- III I 1Jill 4 IIf IIIt IIt1III1 1111 IIIIt I lII NOTE: IF THIS MICROFILMED ►- ( 2 3 4 - -- 5 — C 7 $ 9 I0 I I — 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 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Jos FILE NO. � �-�� SHEET — OF - 1 _ -7-7-7-7 O G,A- PAC FIC STRUCTURAL ENGINEERING CONSULTING ENGINEERS MATERIALS WDUNG ENGINEERING �(�( _ ,fi r'` I JOS NO. 2) DATE i THE GROWTH COMPANY � _,_` 1 (� FI DRAWING NO. REV BRAWN T W. -- -`-- MACHINERY CONSTRUCTION DIVISION T""� f?1 C:X �R/—,,�JF_ - f3L-DG. L°`�A^TI/a�Nr (� [� -- __ -- --- -- CHECKED TI l 7fr1C.►.J 1 `D1,PL.. r�_ L I ! -� 7920 HUN7.IKER Rd. TIGARD, OREGON 9722;1 �---""I-I �)i� �'`, �- � "E�JT � � BAY 1 1-� DRG. NO REFERENCE DRAWING TITLE LTR REVISION BY AF's' DATE APPROVED 2F INC IO2U CLCAIIPPINT _._.,....-�Ay...pa.. ,r.....+......_...-..=,..ter......... ."...-,.,x-n.e:s+w...a. .,..» ,,r,... _..� - .. .«... _. .;#li'i.-+ltii1R +•�r�ai..wMM1w�.,,..».......«...... .........�+».... ...mMl "a w., .�•_ +... -,..•.{ .�,�., .,... _. � � - . — --...-,..-nir.,..r-. _., �lil I ► I l all I I I 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • -- .... �.. "." 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FI�,HEr�. 0& --__ ___--- _ DRAWING NO, REV. _ __ _-- _-__-- --- __-- _ MACHINERY CONSTRUCTION �IV1310N 71TLt S1;( i L�� -_ �`� �� LOCATION CHECKED 7920 HLINZIKER RD. TIGARD, OREGON 97223 -'' , w�� r� L lam R E - 7 I I . L I DRG NO REFERENCE: DRAWING TITLE LTR REVISION BY APP DATE: APPROVED �� I —i L •� 1' + A C2F INC 10=0 CLEARPRINT ti 1 V III►IIIILI,{1111+I+{+I+I�_Ill+l+Illllllllll1111111111111111111Jill Jill 11111111111111111111I111IIIlllJill III+11Jill 1111111111111!111Jill 111111 I1 11(11111 11111 - NOTE: 1F 2 3 4 7HIS MICROFILMED ►— -• -- 5 1 6 7 8 9 LO----- •— -• - --11 12--- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 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THE GROWTH COMPANY TITLE L-1 p [)G L LOCATION DRAWING NO REV MACHINERY CONSTRUCTION DIVISION t .FCHECKED 7920 HUNZIKER RD. TIGARD, 0RE(30N 97223 T PG 0 R E. D- 2-4 IE DRO. NO. RFfIERIENCE DRAWING TITLE LTR REVISION BY A )p DATE APPROVED C2F INC 1020 CLRAPPIPPINT fit- 60. 7. IIIIIII !1111(11111111 1111111 1 tl Jill 11111! 11!1111 111111! 11111)fill I 1111 111111111 1 00 NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 io 1 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ------ Oc 62 92 a 9? S2 fpz cz zz 12 02 61 91 Ll 91 91 tpl 1-1 21 11 01 6 9 1 9 s III, c 2 1 J U N E 1 ) 1990 IIl1. 'L. ` UILG' NJ' ,� F�Uh•.1L�A:TIDN F-P7. FIJI l_GI NG OLI��M t-J. I I I -C ,4KI E REAM '--Z)U PF"GfZT l C2AtJ E COLUMN! R.,f�•f a 5EE ��RG O- 51 I. '� /� `SEE a( G. C�- 511, Lam. , �t�1G C12ANE f�+.ti�s i ITEM fes• -^I'p) ITEM `�, (TYf?) UPI-+-)t2T iTEM I;7). `SFE U-5I !. 2�. 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Il �:�EE DRG, ' i E SEE GfrG. D- I Di2La. L7_ I . l C ) 1 ,I i 51 !. 'LO. (EYP) Z 1\4j T NC E V�` T CRANE C:OL U M►,,1 ITEM I I � V'JI�` T _W4LL I 1 I r r� -TOPSr- F?U!��:�� :� j It I I +. I �� ( �• ! ; .-, ._.r �_ �-'- � L.. � J 1•�I /'-''+ - L�.. CSS, ',v' n''rr,�71/ SCALE NUTS G CONSULTANT JOe FILE NO7- - -._ --_---_ -- _-___--__----------- -- _ __ __-__-------- ----- - --- - - -- ®�OPOIA- PAC 11� 1 C SMITH SHEET -_• OF --•- DATE c�_ 2� _ -7-7 & MO"ROE GRAY ENGINEERS, INC. G E-0 PIG 1 A - (=��\C P IC J°� NO �'5 S - — — _ ~ THE GROWTH COMPANY STRUCTURAL ENGINEERING CONSULTING ENGINEER$ MATERIALS HANDLING,ENGINEERING DRAWN , �l� F„!C.3HE K _ _ _ DRAWING NO TFiEV CHECKED MACHINERY CONSTRUCTION DIVISION TITLE Sly.J I LED I K I�� ✓E(--'F j �� /� -/' LOCATION DRG. NO. REFERENCE DRAW114G TITLE L7E1 , -' `+ I �'N '"-' REVISION E9V AFP DATE: AF PROVED 7920 HUNliKER RD. TIGARD, OREGON 97223 C CC r� .-1r C c j `�(`� '^'�_ �. Lr � ELF--(-TF Imo ' I" Ul... 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I 2 a . .,.,4 5 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO ' THE QL'-d.ITY OF THE ORIGINAL E{ DRAWING. — ---- - -- — F OE 6z 82 Lz 9z sz Oz EZ zz z oz 6f 81 L I 91 91 b I c 1 21 11 OI 6 9 L 9 s b E z 1 dI1I1111III11I1111I1111I11111111tI1111I111�11tlllnllllldull�t��1,IN111�,��t,h�I�J-hilllullull�U��lullu!Ilut�llll��llulllnitli;!r��111�u111f1i11N11111nIuWl!1>t)unluulllul1lU111JlIt�u�IWlWlll![WW1I11111111J1111.1�u�tul�uUlll�uljlullulluult C JUNE 1 11990 SOW* _ i,�V.'.wi .Ir'Y._ Ll ST DEC1 W PTI_JrJ I II � II �- -- 14 1 11 4 4� i 1 I , - I I 411 I 45* -TYR 4 ('!.A�—Ec, ITEM ( - - r II IF -4 = , 1 I I 1 Z I t • TIPOL_LEY ,TOP ASSE! -/ HI_�r I 41 3 i1 = III { d n !I —?- N51 oe OF T2UC1< --„ III I 1 I I �I III i I I � ' I I 2 I, QEF IN5I0F OF I 2EF INSIl �� F3R1 t�GE CRA►JE � _ a� � �"2l AGE C2AI.1 E 4 I TYPE ALL 4STOPS > i f i REF EN D Tr�U._I< I'11�-'EFF E-Q tD TRU K iwC-,1 -De OUT. i X�K 3541��'P��\ 8 --. __ _ ___ _ __ ___ ___ .___- _r ___ r ___ _�__ _� 1 _.. —_ _._ __-.- __ �.. _ _ _._ __ --_- - •-- _ , i OREGOM r i ti0 :t 1 "/ '�I C�,L. 5EC`T 10►�1 ��F�OL_l._._EY STOP ( NSTALLAT �'�' 4 SCALE WTE D CONSUL_TA JOQ FILE NO -� ELTR � IITH & MO::ROE GRAY rNCINEfRS, INC. (''') _ SHEE7 - O�DATE IQ- 14_ t7 OEOR®'� PACIFtCSTRUCT'.'- ! F':P:,EEFING COUSULTING�Nf,„^EEf S MATEIAL�HANDLIN;INONFERING GEOrRGIA - I-/�4_.�I ,- IJOD NOTHE QROWT'f COMPAN1f DRAWING NO REv RAWNT W. FISNE(z TITI.I� TRI.J�...t...E l �..�Tl../I� f""G�- LUCATIONCHECKED MACHINERY CONSTRUCTION DIVISION7920 HUNZIKER RD. TIGARD, OREGON 97223 �_I �-y'�C �� TIGAf�C� OCHE. I �- IDRGNO. REF[IlENCEQRAWINGTITLl� r 'REV1810N' --` �B�' APP DATE APPROVED (O T0I\J R � Wl.. ,- LL - -- C2F INC 1040 CLIARPRIH' mw '� !111 II► III (11 III III II1 III III III Ilii III III III Ill lel Ill III 1111111 Ili Ill 11111 11111 111 III III 111 11! III 1111111 II! III 111 III III III III III 111 III III 111 III Ilr III III ” : ' 1 I I I ( 111 I I I I I ( I NOTE: IF THIS MICROFILMED 6 _-_..f --- --.2 3 6 7 8 9 r_ 10 If 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, ?T IS DUE TO THE QUALITY OF THE ORIGINAL F DRAWING. OE 62 132 L2 9Z 92 b2 EZ 22 12 OG 61 8' i l 91 SI t,l EI 21 11 01 6 9 L 9 S b E 2 131VLAS II IminulnnlnulnnlnlllnulnlllnllluulUllI111111111I1111111111(�II�IIIII�(�IIf!IIIIII1111I,Idsl�lI11I1111I11!1I!!lIIIIIII1111IIIIIIIIIIIN1NUUlu►IIt1uINtlIIIIIIIItLIIIItIIIIIIIIIIIIiIlI1111I�lILW�111111111111IW111111111111ll,I,UlI11111111WIlll�llU1111!)1llllllllllUIIIWII TN 0 109 IST 1 E:.�'l QUA NJ DF_4�5 i C' 11.1i 4 Wfx3l x 19 4 11JSTALL EKJ[D 7RUC'K BFR _)RE= FLA"r III ;?A5P 0" TOP OF CIRAt,_JE F_aEAM. 7N-(P ALL 'STOPS, \ ____.._..---- -- II aJMPC-R, PAC) 19 REF Tc:'P OF G 11 Cr;W,.,'E RAI L.- ALL ATC)UNJE) , EXCEPT Ae_71�0% P..)ACK OF I=ArZ FLAMCAE. HIS DI De kID y 4 7 L -A VATER!AL L,5-r Is P-0r;e ALL EQC) _ 72UC1< STOP>5 THAT ARE: pd* rz?F_f=. CRANE 8E-Ams Ic- 27 -J Typl(:::AL. • STALL_ E-),J[D TRUCK c5TOP r3E;701�E IKJSTALLING FL,4J F3Ar,,- 0N TOP OF CRANE=_ ALL `5T0P:i,, I M51 DIE. 1*�P 'Feo 10 77" '77 zr Z:— 4 f5U M 7-eR PAC 4 REP. TDP OF ALL ATcDU{,I[D, C241V a RAI L_ ':�IDE 0MILY SEC710�,J A,-A OF .0, III 4211 RFF CRAe.]F- RIFF CrZANJE F��EAM� 7Y r-_-�CA L , 3541 167 1/11 is 6�J 13 STOP POR 1,3EAME�JD \./I E'vV SCALE I,IOTEO CONSULTA"14JITH MVROE CRAY ENVINITERS, INC. Joe FILE NG. -X-C) SHEET OF �_ I I- JOB NO. DATE 18- -77 %AEORGIAmPACIFIC STRUC-TWAL Lt4k4LERING CONSULT14101 MINEERS MATERIALS IIANDLIK ENCINFEPiNG THE GROWTH COMPANY DRAWING NO REV DRAWN TITLE L-OCATION 6 DATE 0 NECKED MACHINERY CONSTRUCTION DIVISION TI 7j/-� D OR E FDRG NO REFERENCE DRAWING TITLE LTR REVISION B y APP A;PROVED 7920 HILINZIKER HO, TIGARD, OREGON 97223 T F-1 J, III I Itl 111111101111 JI)IIIIIIIIII Jill 1111 11111111flill spew—47 NOTE IF THIS.S MICROF I LIVIED 2 3 4 5 6 7 8 9 io112 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO HE QUALITY OF THE ORIGINAL DRAW I NG. OC 62 eluulnnlullill Z 17 92 G2 02 E2 22 12 02 61 131 LI 91 si t'I c I z I I 1 01 6 0 1 9 s fp E z IIIIIt JUNE 1 21990 I - a A 3 -2 � ,l gip'p'/ / 2Q -O 2 O�-O 20L O 20 -0 _411 I I s-7 v r ` I I I 1 I I — + - _ --� I ♦ I t I I F— I I � 1 I�' i I1_ 1 I L_ _ _ L �_ ..., t,.._I._ J �' View »-3i' �----- LOCATION OF WF FOR _ „w ` �.RANE. ASSY. Te F! I f p�. A c � L E r� I .� 1-a o E �� r (-Ra1.1E DI M, ` r.9(4! l - � I 1 20-6 20 1 r � 1 I r I 8 WF -031 - g�_p., _. 1 LOCATION OF - -- i Iwo" FO R CRAM E_ i 1 ASZ,Y. 9 •'0 to/O�, _ Ki 17 I I 1 I I I I I 1 ✓_ L_ I I t 2. 8 2O "O� _ ZO -0 . .— �__--- --- -- i L ,, OttC6oN t•_l L W Ec',u E!,j7 E r!)u I I_U JOB FILE. NO M'"' � - -- CONSULTANT SHEET — OF _ ALE I� I_p _ CO N O R tAIA m P A C II F 0 C SMITH & MO.. GRAY ENGINEERS, INC-. Jc�9 r10 - EOf GIA PAC{I`tC .:� 14 —` —� STRIIMIMI ENTNEEAING CDNSUL(UIG FNri•!FFCS MATEkIAI.S NANDLIN;ENGINEERING DRAWING NO REV JLTR SEP 211 TE THE GF40WTH COMPANYLOc_ ON WN -A 1EaDR, ECI(EDCEP MACHINERY CONSTRUCTION DIVISION TITLETICARD ORE7920 1,RjNZIKER RD. TIGARD, OREGON 9722,1 BRIDGE CRANE COLUMN L�AYOUTo"G. NO. REFERENCE DRAWING TITLE REVISION PROVED -nec •.rrt 20 CiE4nr�lA? s , ,.,. . .. ., t .,... W :,.1.►.N.a _ ..._..._,._...... . _ .. _ «. �.,..,-,sw'ui+.« ......,s. --. .._ . _ """.'-_�'a"'"�MI!' """'�w° �qrw' frMw""'rrM"'rt�tllr.`• ^I .Jl Yl('f ,• .:•.+4M41k�Mptn+r +,.moi "-- .......w. . .,, ,;.* _.u_; +. ..,,tl,tlnN• a-w,... .. , '� 4� r`.J6 fE.::.l .....L4. M,..�ra ld..r�A I.,y»fin �p^ lrrrM!a nllllllll,IN1111111'1'I'I�.I'1' 'I'I'l'1'1'I'I' 'I'I'I'j'1'I'1'I'I'I'I'I'I'I'1'r'I'i'I'1'1'I'I'I'I'I'I' "!'I'1'I'I'I'I' '!'I'I' '1'I'1'j'I'I'1' '!'I'I'I'1'I'1'Iltl'I'I'I'111�11111�I+1,1,111,1► 01 1 ll)TE : IF THIS MICROFILMED ► - I 2 3 2 4 5 6 7 8 9 10 if _-- 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE, I1 IS DUE TO THE QUALITY OF THE ORIGINAL A& DRAWING. ----- __�__ awiM 0c 62 8Z [Z 9Z 92 bZ EZ ZZ IZ 02 61 BI LI 91 51 bl EI ZI II 01 6 9 4. I9 SI b c Z 1 ,pill IluInIIIIu11uU)II111oil 1111111111Iu1111111111111111111111111111144111]1111',1F111I1!1:111111lI11II111111III 1111I11111IIIII 111111111111111)1111111111111111111fill IIIIIIIIl1I1111IiI11I1111I1111I1IIl�lull111,1111111111i111111111�1ll61ll11�WJ11111�iI11II111�lilfl)ll!,'IIII!IIIIIIIIIIWII 1 E 1 JUN1990 _ � REVISIONS •6 ;1.1u NpTC.„ ta.,iFn jai+.r�ri. l L1vc; Loa,ci,� - i• Hoof . . . . ,_S 1hs. pur i , t, --- - - WIPAt ,d.C. Q44.o i.. - 1 ,,. aeismi. . H. one i1 --- y. satrH load irlr as noted or, .i r Iirwings. o :nual,io:l.-i ' �� '' • Rlt "„� N�'ri`�, 1. fprouruiation :�izec, are harsaki on a total load be arir� soil �y PRtn 't-0 t�lf�c_I NG, esc;ure o' '000 lb,;. per aq. t't . T too /G W �..�M41 �� t'j C,0 wc-er ( all toots + �o o T"/ N C.S riga St'u►11 bear on err4i.ree, fill. �v b�'t' •.A _ 0 O A L V 1f ►r.c.�►� i^ Q d�•r �. All footings shall `;e a ainirauurof 2 0 below t'l.na1 / .. �+ ?Aag .• C,i�i1 �i.7 co, W' T;� or 1'0" helosr existing grades �P P'R v s/ A� o R SOIL./L � A�'a(1e w tlirhevur is lower. 1 All distur`,ed :,oil shall be removed �,y hand operation / 7'r'ST" to (a I /11 Al b I, tram footing ex,.avation t(, neat lines. Qr7 :on retol Te-' St T b % L- 1. All .:onc:rete Shall develol, a m1nim,,Am 28 day lAboratory M A • 1-� !' S T &-A _ c' —�°db�i'3'"rslve Cylirklar" -;trdrwtt► of J00u a! :encrete, »'o Z�i�ixinF;� t�.,,:i anti curl A n" �,A /01 G.! � ., � n(? s cont o:;n fCC�•C�'' f 41 i /G r 1 to Al.l manual of Concrete Practi:o 197.) edit.len and f f ,04•Iv • 15 A5 • � �r' :tle►eificatlotls. Reinforcing Steel, 1 All rel �'` FN. nforoir� .�twel br • onrotu shall �•on 'or• +a U.B.lid -� « � ,:, q. ti.. amda;rds No X6-4 rr7r`i..,� +• kty I!fr+i I�" �.+d . ,: .r. , • 7J ant A::l`� A b1) griide .0• C1 `.g r, `�• All welded wire fabric ::hall orlf'oral to ATM cificaLion , 7. All wlru fa,.ri - :shall be supe i t a In 1 et and lay•d flat ahleet.s, - -- - S a ante h Ac.! 'i@tai11 g �nanuu.._ .15-74. . `, .•r`'` .1 All reinforcing steel ahall be aertailed, faM'•icated, and .s k "• ;r . ,�- � pl ood in acaosttii with � ti � �_•j�, , A. All reinfooing teel - hall ,e aueu .t _ ! 1 / �' / � ' / 1' 'r •��Sr1� placed I Ta ely an(1 iu`urel r, y' + .. f A. Reinforcing ahall not be bent or displaced for the convenience of other tradea unlee» approved 5 the � �.; structural. engineer. PPS Y ( , ISI i Minimum�'�` h. !' / a' `� '''7•�\ t/ )r � "7 '•7' T�` r, r' M„n� concrete ^over f're�n surfare:i ..ihal l be l T ; } i ',� .*•• t. '�s- _ q r' J +_' ", to bottom of t'r.otlpg. Center of plat on grade. '' a _�6 dia otsr,� mxce t L+►P all ` � minimum of p otherw 1 ie no.nd . y a ; :,,, Wuctur&l SUO" and Miscellialeout., r s µ - ^^ O:ay ra`• Antj t Z• All 3teA:1 .;flail conform 10 A..'rM A- 1CJ-?lie iirit t.0 _'.t3.G. �v'1'�1� a+'^�` S tenaar.�� No. i I -�' ="� -- --- -- i,,,. �,.•', !/ 27-1-7j.. All "abrication, erection, .rnd identification of strum.- . ura? steel 'inall conform to AISC Speelr'i:at,.ions arxi (1.B.C. LL St:antia_Q No. . 73 �,,',� ` {Tp ' �a !, 1 j. A11 weldintf .3ha11 Confe�n to AlfS 3po�i 'icatlorui and .' ,B.C. > - + %, `` _ ``' `" ` Standard No. -•6-7). (a) All welder'. 2 all .ror L I , ` 1, � / �I `tet,, . d"- '� a shall ,t� �, iAct /f F All me under AWS Spec V t members nAeectod with rile , •,, R y shall be R +, :semt-f� i�• .n .shed matt `'• t/ ,. r+ t �10It. urL' ea., ��n on plarlb. 2 I i 4.' �� ar 'h , • R \. �t A L L /�L,o L✓ &`L A �y P1 NC�2 .� ►,.•'3� I •� c c rw�•t , A!! o w er o - _ ., . &ta tion ehaJl ne in accordanne with A1,V, :;{►e_rifleation L� S�� ` c _ r4 bulldin 11 be t t _ � , � g Lha temporarily raced until all t"raminZ7 memoort, are in place a.rut bol+,- have `peon tightened. Nigh :strength belts sha11. bA tigt,tenod turn pant "�inug Position". V 1 ( `�•1iAJ. , r �� "' ,N °A \ Machines DOA tiaSl be t � t.rinel� "IIf d i .. � - I .{ j - r nth T ght Nod bracing r I i + , i i�+Cer "» ". t'�•u ' + `. " .' . ,';' : �` { ' M ►' '' Y r eshe►3.1 '>E» Installed .ti l t n a minimum net. t s i o ' 000 t tan n of �• lbs. k00-t iii l 1 , �� i� � ,., � a •r' anti .i.. ml rsl.dinf sheets shall, conform to A.S.T.M. A-9 asaci �,) �� r r r°�� •+� , ,�� Fteef a i gage tial v. :-,tool - ' l I -• �, *"s � � ' ' �': c' �� aK A$ F Y N• i s i. Face Fs n®r e; 'tl ' f N� __r' � . `'�s , k' :• ;; ,'; .r :gall hA► AA].4 selft.aplsi Carinium plated ..,crewci with neoprlsnt _ I c_,(7iJNgC, % - �'. . ': , t , hen,deci wa^ha Fasten to ' rr, suppoz s a .•.- ;: -oarrugat i.or . S-le 11�,k� ! /M i ► ' / , / f i+y i C�i1.Yiton t.,itic lap j 1N v. 01 -- ! • / •• _ It Al Z U cZ \ .� / .- ,;, ; �.tP ,Y ►'; ,' J/�- �4 Ir R Nl 'N�t S '' @moral s ;� a AM Vi v Cao \ {- y 1'1 +' 1. Cuncsrral cootrw, aor @hall vezi.'y all TimonAions and `m fna P r� I �, "o, f/X ';' / %'y;�� ' '/ �. 5 �R f N rr 1. �1� )� i condltioru3 (i.racluding opening:; with mo :haniaul sued w' „ ,�i F o /x electrical drawing�s. / i � ' � � _. ✓�( \ �s � 'L 1 Shop drawings ESh811 he !'9!1� lT'ti:� OrlrN nfO.C.^ir�t and sh,-11 be review©rt pr:ur to fabrication. '— / /' /�'//!� ',- t kms+�' r�•.,�a•. `� ` � � {1 i •�_, CD f /. , /J�/// //• I w.., , Go 2 N rd ��{/'' I /� • �GYY , is '•�• 1 , '/, '/, ,% J� / ,'r �' ,{ 1 V `�J Q {fir It 'v�►ti' f kA C1 Caw» ,,. r +;' ;, (d'' > /r tN`X Lam• .. �.a.�►*� y, O L d J�. C�• c'iL? i . , v Ftp /h 4K Ko 'r • Y1 New,) {�)ca'' --'la w I ^-._ . __ .___ rl„ �t/1'�� 1 �� ?•�. "j'.��C,;.IL� t�j '� C�,J `v Oft 01— WN 'N ,fir '—Ito j-•../,Irl--� _ r ,-...:,� _ r.wn. •.+...« ..w.w.. .,—_.. 1 {© � r'1 Ii I �.1tilu. > a v>V, rnir,ylPe ALL SPACES MUST BE ENDORSED PRIOR TO ISSUANCE OF BUILDING PERMIT � � _ .. _.- - .... ,.,,.... . _... _. ._... PL),NNING DEPT. By Date ��'°"""""!� • � • • PUALIC WORKS LEFT. By Date �--- BUILDING DEPT. -- BY fat e -.... .r .... - �'------ -'-- — TUAT.AT I N RURAL 'ti' v�i i�j�,,rlLDlii► �q 1� „9Q.ta �-' '� FIRE DEPT. Date APPROVED FOR CONSTRUCTION pM CITY OF T I GA.RD 1�'7c.,�G, F�PANS/nom" �/(�L'1/� � sem+. ADDRESS T 16 9<U S,w V/J>LtK V;R,��LI+ i ' t i �'Z / 1 � tr'9�.• I'+♦. 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U 1A e V . l owrto WALL- a�.+ -44 Wil .• .� �-�' a I S �i•j j � � ItC OILt _--- - o�' t' _- � zICALlI< �, II � � �� ~ �� •�� I � bRA111N --- � i� _ - ------- _..,U......_. .�...___......-........-....�. .. - JOS Loll esuue�wa�wrMt ► rwni+r '�wr..��l.eow/r>M TIMI, OF ;L SHEET ' I ow WNW- NOTE: IF THIS MICROFILMED I1I1I1 IIIIISII !I IIIII IIIIIIIIISII Ii I_I �Sl4 DRAWING I , LESS CLEAR THAN 1 e _I l�_lIlSlI l_I lI_l_SlI llIlSl_I lI lIl �lll � l� lIllli_l_�l*i/_�llIlSlI lI lIl-� l- lLI 1l -�l_4 lllIl—�ll�-1�f-l—,l.l-�-i� �� l�l_I.I1I I0 LI�IIISII I_I_III1I_I1I_I �IIISII II II�I1I I I - - -- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g Z Z L Z Z I I -- - --- - — - � -- -19-_-- DRAWING. 4Z Z Z Z I TZ Z 6t i Li I i T I i iTI I 6 8 L i4 ► T111111111 F11111111il� I .IIIIIIII ' NJU 1 1990 REVISIONS BY I 17 il �A t , t I _ 1 10L t , I tit1 ri '---'1r-; I .. _.. ._ _ ..__- -..._..=�._.�_._..'_"'._-- -- cam• y • , � W I J 4? ` ► V�'� u� a •cy) o o n 06 W off t �— O a V +� = O N 111 U W►� j L N4V i �N/�l.L- �11`�lr c 1 ��1�'�1 1 All b .✓ vim C` I r,A�t�Y[•ACN�T[C�1JAA 1.[t►p tMt[tRtMO ww►:rq[,q./OMTI.AtI1� OM '� u ` ' •+'^aw�rwvw��npwo+,rr.... �r+Mlwra.w.++rr,.r.+...._, Jai i� J J� J i � � Ali , � J JIJ J J Jai J � J J� J i i iii iii iii i� J iii JIJ J � J E - _ _ _NOTE: IF THIS MICROFILMEDDRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL LT. Z SZ Z E� Z IZ Z 6i T Li i t-- i — E[ — I '� I I� L 9 DRAWING, l et I i N NEJU 1 1990 fi - s Li--v.� Lo _.i -^ , ---- Oil. . .�F.i,;mi�. •, ;. ..ons is - - �„ ` .ran 1Q3 iSt1. a_. .lotokl ori .craw S:l,. Foundation ,_i..c? are h ti, ��..�-`�� + ,-�'•. ,�.., ' . •^ , a::G:.t on a to .ul load ,_arint roil 1 me _cure o _"U00 1',-1. pe r :;q. ft. �T •lit t• /, •: j;11 foo ing.� hill hear on crn ln, .r eIll. �.. - 11 foot,i rl hall '^e a m i Z t, ..� �...r..-...: ,• :�... ::.r. �, i� �. " , , ��. _ ., %• �� ci- nilRun►of c- 0 '.-,:-low r incl •^"acie5 ., or 110" elow exictln,� graule w�;ichev ;r i.: lower. All :istar -ed oil Shall he r".moved y nand o,teration rom '"oot lnp ex:av:it ion to neat line;:.. .•on::rcte -hall .ievelop a minim,-in ..': da;; la`•oratory cured �ompre - .ive ylirnier strength of ,UJv p6l to crltmanualmo, monis,,, pla,--Ing anti •:urin,v- hall .7on:'o-n Pra -ti :c, 197 it ion arid 'n a� 4 ;"� c= , ,� S . `� {Z''f : rr_ .• specifications. --.. .�.—.+STN.. • �� , � � � '�" '+�"___ .._..ae,: --aa+��+•.r, a1 Y.�► .._1�e,Ar �=`' a.�._ ... w.'S.cr_1ca•1._..1G '�•� �(,,y,� - 1-.► 4 �._ n. . • ,� _' _ ..,�,..... - w �Cn' ro+,E: !tE in�0� _ilt, t801t 1• reinforcing ite orLret " .hall Url' 0 'TT.'"-'_ 1 , r. '� s.• - .•„ .� ` All l TQ Q 1 for,r 'o wm +31 c;Mati +. ' Standard- No. tib-4-7� anti Azn, 'M A '.. 1 j;ra�ie .U. i t i.l►L- test �t� t = ,;, �• :' 's ��- r,. ,��r-XY• }t n \ ,r `�,` All Welded wirF> ''abri . ..hall or � � It.Jy,tJ� � - :..� ,,�,.�, ,,, '�, J � , j .. � �• �\Z '�.: � 1 f or:n to A:�i'M .,pe c i f a. :at.io n I 1 �\ LY• `r !'a .•i Supp i t and layed in I • , flat .ittee t All wire Hall be 1 e i t - --��=� Y J• All reinfor.ing °heel shall b�: detailed, fa '' Icateci an , u `,ty ~� { EXI TING tJ placed in a ,urtl ants wi;.n A,1 tetailin rianual 1,--7' All -ain''oc.in,• .steel hall ac,,urai.ely� anti u,: ur_ ,1 K j r,: ' � 1t' i, "� � �` ,' 1 .�j W� ✓.� � �''j'*TI Gtr H pia obi t:, J in hall not n or `.h j .. i `� �� I�J Tei'; � ' _. ' , ! `• t \ ,, �. he in oz•c c .. c ��nt or ,ti plac�:ti (' i I 1 ` ,', ✓ • ' ,onvc'ni�3nco of other tra&i .; unlo...i approv,z t ' , t he Jim ,.t.ructural engin.-_-r. `� Minimum -oncrete ,over 'rom s�rfac. , hall 'no t / "Z4�.Z t "ZZ. '; _ i `, ' ` `� �''" 1 +- • " to bot tom of root In, o" la` on graie. \ La all bar . a inimt. i lam ter-, xco It . • ,� . . � � � �` f; r. p m moi' '� e e c� I a� otherw i ;e note,.i. Stru^tural .heel anti Mi.:cellaneo.iv iron: k •K ;•w ,� '� ` '.• �P�'T "� q 1. All ateel .ihall 'onf•o'_'m to n.; 'M '- )�-7Ja anct 1 o ,�•.. �. S t.andara Not. <7-1-; ; . Ill .. _ ' ,;r �, ____ � �_T �, f - � •�,� ,�i ... � fabrication, re .ion, ami ide•1{.i«'i.•a� Ion o' „' r,:'' , �� \ 1 ` T `� ural ,teel hall -0rr'Or'm to A13' .�pevi "t al.lorl.. an,i .a.(;. ► :� t �� ,W� •� � `\ •\ �. `. itandarlf No. �\' ` V+ i 1 All weldln-.• nal r 4 ` r�o `� .o +!i \\ \ ; r `M i n , - �on!'o m '.o ,��. \ i `�' �► to hall i � ridard No. ''i i unciez• AWS Spa x p 1 mi . int iryma-.hint * L..C.1 _q ! ` �'1` +. All mem'x rs ;Hall ^onnc-+ ; t wig r , I•YK" t f. `-- _--.,-- / --.. �► "Olt. unle� shown on { 1 t plan.,. 11 - Pi r.... i .� t __- -. ._ - ___ -_ __ -- �`• d- .;�. t 'r�/ �� Erj...,ion: t d(r• I ,t �`..} cr y n� .,-�✓ ^`' 'te e :tion shall in r.>:cor,ian^o wltr: Ai:: moi,,: .i "ict, ion:,. _�� Hall 'nc cm >orwril - -u �I�N"f'''" � •�'Ja,� t t i � t'? �� "' p4.�•�.-.r: ----.. -- '� � �. �•v� �.`, `'� � t I Y rant:d until all ram i rli� morn er ; are in place , �, .,, . . i } lay _ an,j -,Olt.., ha�� ,. n t.i�.h .t�na�i. :.lash I 1 � •� j !'• , ;t2en th ti''olt:- ._hall 5n t r .a .� �� t �.°..'� "�t► I ( ` g i4htencd to 1 c•(1 f t� `• � '� turn }la; .;nu,; Po:� t.ion . Machin,:: ,Olt .hall ac i -ht^neri " i • " �• N hall ' lrl. tolled with a minimum not. tension !' U01,__ j �. .r,� � 7► Wren:•h t ht Roti. .,racing; N oo'' ani id inE t moo!' anti :;itiin�• :ihQe+•a hall con"o", to A•u. i .M. A-9 anti T' y �1�('v`✓mac •1 - If4 , '�� . s � 1 h ll e '6 0 '� y a �, Gage r,aly. `.oel F;/ _ ,_,000 },:i Fa.:;t,�':rier;� (� • ,c �{ ` dl "e., rt t�.y+C. �, hall .e #14 .,e 't.arnin, . n u rla�,o,i rcne_ to ~ I V '7 tI' ',�;,i..r•;'�;� .'.� `� -� % • � - ' -------..._ . n.+.epi wa.•her'..1 Fa..,'.en +.o�iull'o • ., at. :a n^�o�-ru�at tong \ / r �• • � � � t :� �� V/�� , i i _v j• ,,-�,/y''/„fit .�a ,,.�''y'~.�fJ •� �7� -- --- i j' r ae(7� G7' /�{j;L "� 1_ /.. 4 r .7✓ 7,_.ti. ' :i._i�' r , ' ' ',o4' ^'^' 1t , a/. Lt \ ,unural contra for shall veri , all t L•nonsion- aria K , c / 1, \ condition;. (inclu ;in(, opening,:,; witsl mc::hanisal an:t, electrical •!rawicgm. t/ �' `•, Shop drawinj;., hall he r� ;uit -t on roin!'or-in, and r;hall re i weti inr t ti r - lr o a.ri .atlon. , Aj z co i !�. ,r„r fit ..+r•. ,� j \ r -', t * �� f } : r - ' , V! F CO 3 r-- N13�h• I t J I C c'J OD J • � {� t , V K. 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' r, C�KiAWr'.i rjH E Er ly r) To ��`1.... W iii iiiili ��Jill i ii–i I—iii iii iii iii–Iii–i 111 1 [i�Iiii Iiii iiii l i i �i Ii1i Iiii Iiii i�•i!� � i Iiii i i iii IiiiIiiijiii NOTE: IF THIS MICROFILMED 4 il1 iii iiii liii�i�i ,�...�........------ . ,: r..�,.�.��...,•...,�...�.___.._�.,.��_. ! I DRAWING IS LESS CLEAR THAN ----- L ---�— -- -L – -THIS NOTICE, IT IS DUE TO iiia ��uliiii E lL lL L L � L i1i11 "111111111111111111 iiiiiiiiiii � �� ! iiiiiii � urn �� ►�DRAWING ! L T T 11,ITHE pULITY OF THE ORIGINALiilL111 II6 L T �• ��I�� I�� I�� ►�I�� I�� rim MAY 17 r 1990 , 1 F, M, S AS' O E 555. 3' Oak F• LEGAL DESCRIP'T ION '1 SECT i R 1 1k Wr M f ` f 1 ` 1 lr. 11 1 "• `� WASHINGTON COUNTY , OREGON i KL.AG KTOP �" P KI Q r r.w EX%S BUILDING ; \ 5 "'' w U i' 4 1 � ��yj.��•(�}w rr., r }.., t 'v X. r �, .,i 1 'a tM' �� .d, :tF� V .•^ t• - vK � y� '�r PAV ED ROAD A •, 1� ,i.,� ,1 •�.. ..i , , T-r•�, ,,. ;• I.Y� I n1 .,.v..�. yi�. fri.�':Y. R'/'� L{, 'y 1 '.,x r` 4 a y 1_ ,t• '.v ... es •TM d' i tyr _` rte. :`r .r ' 'T+• ,;� "/i'}L,I�''�)- �^ ati•. �',,d' ,i' ♦.7,k 4 `�', r •r' k. \ W I { \ l'�'T �, ', •' : fl. .' .may 4S 470' ' Pi ,.' 1. i.r, 1 •, ;` ' yke .. : •gyp. /1`i� Ix �� ,.4.. Rhe {r7+ {` 1 :ia5 , >, Lo i d' / Z v /< - SALVAGE YARD-- \, EY 1ST ING BUILDINGS II.T Ufa CD Kr." 4 , 1G' x 20' MESAL �,_O. �,:. t'•. { �;'� STORAGE BLDG r � *� ,►; 4` CONC, S \ / f aE _....... ,� Ofw .,gGKTco ^n �` •�' _..)-,__..__..._'_ _•'•-___.___......_ ...pIE 1..._r,._a_...' a "�o'.. n rte. .v4 r h r o r 1 A N 4Z° D" W 553 .74' ROAD ENDS; ,_AT RR TRA(�KS S.P. RR TRACKS •rl�� APPROVED FOR C0NSTRUCTION CITY OF TKIA C PERMIT NO.,-.0 7P SITE ADORE-S9 0 aly._buN4"w. A� gY ►ti's✓ TITLE,.. ATE,=,Z:V - SCALE I^ _ 750+ CONSULTANT JOS FILE NO IO - 5 - 79 IGEORG IA'm PA C I P I C JOP NO SHEET ._ OF DAME - DRAWN R . H , WALTON THE ONOWTH COMPANY DRAWING NO. - -' N�ACIINST INNY CONSTRUCTION DIVISION TITLE LOCATION SITE PLAN REV CHECKED ORO. NO. RF!ULPIENCE DRAWING TITLE LTR REVISION SY APP DATE APPROVED 7920 HUNME:R RD, TIGARD, OREGON 97223 MACHINERY CONSTRUCTION T I G A R D, OR .�� C20' INC . 1070 CL[AMRINT ♦ , wrw •"� -.......��' .,. � ,, &!` W � � �r'��i..�s"n'""'1_�,"rG�i,""1 f''� w:,t; y .. .,;,,yyi. q ili � , '. ..,,,,,.•,�._. ... lI I I I �� I ( I I I ISI I l 15 I Is l i � 7 I I i I I I ��III I lb 111 I I i _. I NOTE: IF THIS MICROFILMED —L--- ---I _��.--- --L--------- - ---_-L_ 1�_. -_---- ' DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO i ,.THE OUA_ITY OF THE ORIGINAL QiiiJII11I�iiiDRAWIG. 1111 4Ziil11141111111 l , . i AY 17 � 1990 SPE�I f KATION. ii. l'C ILF:'I' kOOM NOTES• A. Toilet room walls to be 1/2" water-resistant gypsun, board with (2) coats of ROhDA 1 . GENF.kAL ,) "Rluflint GLOSS ENAMEL" system from fin. floor up 4'-0" at ttw, rate of •,O The Contractor shall verify and confirm all dimensions and conditions shown or 265 sq.ft./gall. per coat. Apply (2) coats of RODDA "PORSALITE 515" high gloss cw implied on the drawings and specifications as well as the ph,sical conditions of enamel to remaininq walls and ceiling at 350-400 sq.ft./gal. per noat. Zthe site. Notify Engineer of any discrepancies prior to start of worle. �. B. Provide a minimum of four air changenically ol.*rated s per hour by a mechaZ 2. SITE WORK exhaust system controlled with a light switch. V� �14 , All. footings to bear on firm, nataral, undisturbed soil free of organic material, C. Floors V W W cc UJ or on engineered fill . Allowable soil bearing pressure is 1500 psf . Sheet vinyl or other approved material will extend upward onto the walls at cc 3. CONC`i+ET>~ least 5 inches. WZ 4 O A. Codes and Standards D. ,,.0et facilities: All concrete work to comply with ACI 318-73, "Bcilding COE. Requirements for 1. handicap stool shall be located in a clear space not less than 42 inches 0 X keinforced Concrete] ACI 306-66, "kec,,msnended Ps-Actice for Cold Weather i.a width and nave A clear sl•ace in front of the water closet ,tool of not Z s[ _J Concreting; and ACI 305-72, "ke-c_ommended Practice for Kot Weather concrntinq." t greater than 1911 above finish floor. Z CC W r � s —— B. concrete Strength: 2. Crab bars securely attached 32 inches to 34 inches above and parallel =b W0 a f' = 2500 psi .at 28 days, maximum 51um1, 3". the flocs. Arab bars shall (lave an outside diameter of not less than O C. Conrete Reinforcing: 1-1/4 inches nor more than 1-1/2 inches and shall provide a clearance of W Z u.) 1) ACTM A-185 6 x C x W1.4 x W1.4 welded wire mesh, placed in center of all 1-1/2 inches between the grab bar and adjacent surface. rah bars on r, cc , UJ - � floor slabs. both sides of stool shall be 42 inches long with the front end po:iitioned o 2) All othwr concrete reinforcing AST'd A-615 Grade 4n deformed bars. 24 inches in front of the wator closet stool. ♦♦ '' = a 4 . MkioNNY i. Except for the projection of howls and waste piping, a clear unobstructed Z V J) H .l A. (:eneral space 26 inches in width, 27 inches in height and 12 inches in depth W Z Z M y 1) All work to ('01007 wit), !!.M.A. and with Structural Cla•, Products shall be provided under at least one lavatory. .... 0 Institute a recommendations and S.C.P.I. technical bulletin "_cold ; EX -r '• Weather Masonry Construction" 01 and 41A. 4. Where mirrors are provided, at least once shall be. installed no that the � � Z - ------ 8. Concrete Block bottom of the mirror is within 40 inchos of the floor. O 4 , 1) Hollow concrete units, ASTM C-90, ;rade N-1, block, manufactured of W) light wtaight aggregate cunforminq to ASTM C-331 and with linear shrinkage not to exceed (i.035. Moisture content not to exceed 30% of ; • total absorption. Manufaoturer to submit certificate of compliance. ,� •; I» Contractor is responsible for moisture content after deliver,;^ until . \► 1 soil. Thal t c:c�t�tl�' ith anal icahlc ly,r� ionK of t)►c \rrh i , cc ur;+. block is laid in wall . tihc'c t �1Rr1tu1l cif the "tihc'ct "Ictal tool .1il- ','ondi t iO11inay 0011: "1"01.- Z' I C. Mortar \-�t�.:ii�t ion, Inc."tr1c " (ti"IAl1.\1 latest ('.tit i��. 1 ) T "S" er Uniform 13uildin Code, 1176 Fdit sero. ), : , i YI 1 q {' hi11 . _4 tarlc,t �:llvcull •cd .lust rlc, al i t accordailct' with .. . 2) Assumed f'm = 1500 psi at 29 days for pilariters, lintels, and wall - i'or all itCMS LU11CSS illdii:itVil utlte'1�.'i�r. below graJe. ;. l'alltct'� atld ibMTltit�Qlstti: ,-1,.!�ua1�e !�.:11vn,�i:Hct �hrc�' r1t•►gal ncr i 3) Asnumeti f ' = 1350 psi at 28 days for walls above finish gradt� . sc•rcvni ; t1 Z m ��I`'1 ;K�l . Provide i de rc.Ica w:1h i c bird 1). Grout T' LLT 1) f 3 X60 psi at 28 days. 2) �" topsixe aggreqate. r' I �,,L �.1 .�.' 3) 9" •Iaximum slump. Q , 4) Grot.t fill all cells containing embedded items. -- ��Lva Y�RGS E. Reinforcing I) Reinforcinq steal 1 ` a) AST"1 615 1rade� 4n deformed bars. ' 1 b) Minimum lap at splices, 30 diameters. _�1_-_� •• e) ' "Dur-o-Wall" or equal zinc coated joint reinforcing, 3/16" -�- '� -- extres heavy side rods. ) L i n t o l r, L� ...�'`}.T �� , •.�' a) See drawings for reinforcing and epth. h) See drawing for spans, lintels to extend H'' minimum ra..t opening except as detailed on )clans. • --~—� -- I) Typical wall reinforcins ` a) Typical Bond Beam: R" horizontal bond beams at 4'-0" o/c maximiun and at tops of all wally and as shown on drawin s. b) Bond beams to boor (1) w5 lvsr continuous. � ' 0- - '._•..�. Y I U �� t �. — - 'F C) Joint reinforcing mats every third ^ouxar. I ` F N -�4_. W 1-. 7�' d) (1) M5 bar vertically at 4'-0" o/c. �� -"� e) (2) li bars continuous around all openings unless noted. GXTGND 1 _ bars 24" Evart corner,. S. :.APPENTRY .. : {-- I( A. All wood in permanent. contact with concrete to be pressure- tro'ated. � J � � A. Plates, blocking, bridging and joists: t3ouglass Fir 02. C;.KA WALE. Roof Sheathinq: 5/8" standard C-A INT APA plywood, exterior glue, 32/16". All , '^. " " 4 r i 1 , -,`-�/' mar ' a*" 'h.,� (�' t, t plywood panels Rd at 6 a/c at panel edges and l2 o/c at intermediate supports, � - (� k 7';T._ �I,.. .,. � ¢�- if 1 -T r-t ! �. _..�":____. �' ._...__ _._ unless otherwise noted in roof nailing schiOule. L'YG �� (.' f'P,r PI �!Ott 1). 6lailings All nails to be galvanized box or common bright. Bright box nails % ! f'•., ••1:r1 t � prohibited. Nail in accordance with Table: 25-P 1976 edition uniform Building Code. �k' -•-r-�'�'"°"""-'"" �• .,4 L C F'. . i 11.. T I H 6. M0 i MI RT-, P ROTECTI oN T/ 1._ _.f�. 1 _ '�':..— - .•1_.�r. .. \ �Y �,_ Je• `__... _ r _ A. Roofings Shall hr Amorican Steel AMFP.-X6 Sheet :•fetal roof or approved equal . y,l,M, ,� '�. Mechanical , Plumbing and Electrical b�' separate permits. �.J i4 ' Frl Oji ~� '' r �'; ``i.� _ � ., �„y� (�� 1� ,�' � .aTL- T �� -n� 4 ` I M "� I•a �C;S '!G. t �i ) L._ N .+ i 1 1 • LJ Al 1 - 1 _ -it - o � 1 r• f '( rig a a - I T/Y ,.._ .__ _ _`.__.. . _.. .. = r T i~ err j'•; A t". � � - � : " . Cy. WM_ Fa:• J 1- ,� j�� N C' �'M. W/...M k' ::1•-17 _�f� �� 1.. �:l-I I.- r rfi•-' L i _ ` ►' , r rl _•!+�1-,. 1.� 7 �. ' !•'�.. ,�........ ...,........,..�►...r..r.r......... , C } � �` `� �,..1 �JT F�.h�'I(,Q.T�I .�N 51M.f• !♦I' � �'y,T _T J L. �' ► '� :' ►J;' , t,J 5HT. TL. 1 i -� - ' +} -; M (fit: DATE , , ;l� eta• ► a_ I. � I , ; r.1 Lt, +� M 7 _ > ►.lAl.i , �� {; FA T J IF T ,.�..,> t : �it L.^r - i 5 x 3 �4 �A DINT MTL..UUT � �� ' lo, _,_ _ _' y --�- I ,J, '�w' W. h : ! i t' �.) DRAWN ®Y: CHECKED BY. t � r', PR IA REVISIONS: ��_ _ --� .- i .�u per• CC t 4t4E::r rz) T f: 1- �. I K• (414 It -�� t-Vr.�.r -r P,l K c �� LA 1'� 1_1 �, ,�,IKS .I t ,Xl-..LL. �LIV � } .• I { , I d c '4 ,K d ' + r L-----fir -- - - -- _� ( I F L�: I •.- 1 HESE_ pR «INo! PRE *NE P9 TY OF MACKENZIF N6 • PR INCORPORA7'r E7 APPROVED FOR CONSTRUCTION Printed AND ARE NOT TO .t Rr ROI r �/ DU,-FO I A NY 'A fc EXCEP" ' -. CITY , r �� 910N OE MEI.WRITYEN PFR'414 O TIUA ,e ) Ste:' l Nov 19 �`� SHEET V 14/c n �� 2�1lar� call PERMI t NU._30/7, ,,11E ADDRESS-44"Of V art MACKENZIE ENGINEERING x 4'" �' ' ,'I.� pN'w„ s,TLE_ ..- .DATE, b' INCORPORATED r L V � i OF JOB NO I y:� <riyp't Vii. � , Y - .".` �..—war.,.. w x. ...v'(•-". ._ � ..�• .. I I 11111! 11 I1 .a. � I { I• � � � � I � � I � I i I � � I I � ...___ _ ., _,�_... ._.._..��.:_-.: __� .._�.. y�. . _ + + + � 11�1II {`Ia (IIII � � � `� III � {1I � IIIIIII`II1 ►IIIII I { { { { { { t,t + { {�1III ►IIII► IIIIII � II � � I + { I {�IIIII � ;lbIl { {I1111 ► IIIIII,� R 9 NOTE: IF THIS MICROFILMED �� -___—_-_._. . _ 1 _ _,.•__ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IE DUE TO — -- - — - ji- - - - THE QUALITY OF THE ORIGINAL DRAWING. OS Z SZ LZ 1 Z 4�c. Z Z Z [Z Z 8t [ I Lt [ I t [ L[ [ l [ 8VIlulllllllIIIIIIII�IIIIIII II II.111 II I II . MAY 7 1. 990 �M - r ---Rogow r psi 1-1 PAT TF 17-k. I, � I � II •� r 0 6�c1°STt Ncs frifZS. FIYt'�/+,r-Tt"ri 2, _ -- •Kt�lrT. Am" CITY s^h t J -_ f_ u 1 V'f E'':�--E�,I.i �JU1•.1 CRY Ca. 1 , - e°;.�� ,�� as,ALvr:.v S.a#*0&4.rag t1A1Gs J�MarGrlG wL.'ra2 I W e-Ftr,..M r.ALAPIIAc, aw,c. &ui r--rnaF<,r- Mu m r II j i n•t�'� d�R'"t'I' • II � ;`JC I~'GL` i PAP. ,:r.. :, h hb (4 Ifk Qf � OM 6e U I , I� , ,y n✓c%uF � �o-o�+c�tcd I ' I! �IKI?"A1 R. rt r I �atRA�'FcL- '"Tta�ACx� 'TARO u 44 .1 CP 04r I • i ... / i r.... _ 111 A .........,..._.. ._pl �.rr.�..o.�.l^",^ "F,��.+•..vl'..-....,.,......�_ ✓.��.., ,�_ -ae,.oirrw..n*r�crbssr,+u. rn,•---za:.. - ..,... ...�-- -=-r,, ._ , �,,., ra In i 1 I � I I � l � '► � c.r:d1F�s i� , �irV/�IGWr IN AUTr)AATIC SPRINKLER CO. SFAI ILL PORTLAND, OREGON 3245 N.W FRONT AVWIJE 22, 1171 7 JOB , " - LOCATION �.w..t�, 4 ' k- HEADS I DRAWN h. bArf - .. - .. MI KILHAM STATION[RY ANP PRI1I71 NO CO..PORTLAND.011[OON - .,°.MNktwp�."499✓ W4.M'Wt4q'"M.IPYMM1M14ka04i.1Y�YMAYd11 � �/�Rp.+,.�r.ryNMMAkM'MJIMi•Mh'rY.fyeMlw•......,.»www..ruWs....... _ _....... .......+• P/�Yk"^'�' _-.' 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S"l b2 EZ ZZ IZ 02 61 611 LI 91 91 41 EI ZI II 01 6 , '9 ---1 L1-..1..•9 S bI E Z 13.vl • nllnnlHnlnnhull,whlullwlullluuhllll111111111�U►IIIo1I11UIqulUllbUll11ullllll �1111II1JN11lIIIUI1111IIIIIIIIIIII►I>)JlltllllL►Illnhullulllll11II111IIIIlII111I1lIluIIIIIl11IUIlWIl111111W11uwwi1lIL1�111�I111�WuWRIW�1lIllIlIl111IIWI11UI1111 MAY 14 - , 1990 :':fir ---.__--._. .- ...�►+4�s.,.,rn ..,,,••, ,4, ,s.r• --•-_•.w •r.,",......! ..._,,,,._w•-�++.xUgt. "' �rr>'-•-` pttT ',-. xt d _ r. i . .. .. ..-..,. :. ,.. R',V ..1 .... .. yam. . •::1, A:.. ... I n 4.'M1 Y,!1".t, ...;Ir ri"4'4. ,P•! ,ts ,C.J'!y.IM. 011 1;'� i -1' ,I - , ��■rrr r�rwrrr� rs��r.,iie rw I w 1 w • I 1 � I I I 50.0" co0.0" �v-a i 'i4AA •ip -:�7jc I W re+ •tT K. 04 I - r a, -- T ----------- rte,.•._- - - Vic - _ . ._ 1 I 1 ;r I f i- r � l - dr�•O w f�bloA. G /0.7 A.;- 4. ( I GrK4 P.+t s:EO 4 �,X •7,dOQ/� - I.-Ff _ -' .- ,'t � - .. t• •G! ". r b'1 ''9Y7 i. '•_ _. .y,. ig .. .T"" �.,s.!'�." i.9.c i 1' • eS 'i'' a...... �. 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OE 62 92 LZ 9Iz Sz bz Ez Zz 12 o'z 61 91 /1 91 sl bl f.1 X31 11 OI s•'..'-'.'Ie•--.''...'c''•.''•.I9 . '-. s b C. z IO1■"" ,allunln11L1NIIn11nn11►1JuuIuINIIIIIIHI(ullillll�ll11b11►hIUb111I1111RIU�IIII{IILIUU111ll1UII:IIID dnUlnUI1nIlun�Nit♦Id1�W!l1I111U11111IIIIIUI111�IIIIiIIuIlUlluull►uIIl1U1991LUW6Lllllul111111LA LUiIWli1)Ildll�uullluhullWlhll► 19904 30 MAY 14 .. .......... .,..rN. ,.� --_rm,IM.•... �,... -, __.._ - ._... -- ... -. - -.... r _.. ___-. _._...._. ... -....�,.,,.�. .....__ -'t�,..-.�-"-....glt.....a.W+Ira..r.w..-•- --•.•-.•.,..!.n.va.+u•�•�-*I ;,,...,,vim •.bi .,_,. , 1012 P Diamond Plate Inspection Covers 660 ST Top 1,350 I bs O 222 P Diamond Plate Cover Flo.v D (fuser —A-i�! Baffle -T _I� � ' �'� • o° o • I T Inspection & Sampling Tee (by others) / 0z '� • � -O • Q�a Oil Retainer Baffle 6' o Vault No. 660-SB IN 5,750 lbs I� B" hole each end I for inlet $ outlet I > . + 0 -� .r 6'-0„ "t V \ 4'-0" Grit/Sludge Retainer Weir UTILITY VAULT CO. For details see reverse side. Copyright 1976 Issue 4/1/76 72.0 ili i ! i iii iii � � i � � � � I1 il � � I1 Ili il � 111 X11 III 111 111 ili Ire ili , ll Ill III Ill 1 1 1111111 1 111 ili 111 111 11111 1 I � 1 � � li i � � � � i i �� i � I ilj ! ilI 1 � I 1II Ilil1 ! 1 � � ! 1 111 1 ! 11111 NOTE : IF 'THIS MICROFILMED 1 _ 2 3 ______ _ 4 -_ _a -_ _ L- 10 11 12 `-� DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE 09 QUALITY OF THE ORIGINAL DRAWING IIII IIII IIII IIiIlIIIIIIItill ILII IIII IIII111111111IIII (III IIII IIII (III IIII IIII IIII IIII IIII IIII IIII IIIII;,�� 1�'IIIIIIII 11 11 IIIII1XMI All li111� �I111111Ir11.!iIIIIII 1111 IIII Illi 1111 IIII11il IIII IIII IIII IIII IIII IIII IIII1111I11iIIII IIIIIIII IIIiIIIIIIIIIIIIIIII �' y .n�•. 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Tt�C11 ! !(� � A�� D ATE, NG P RV1 ; A , /A- 7, , wN c � R � rI-?E UNnERSlGNED I-IERcRY APPLIES I-0R APt_RM!T COR THE WORD HEREIN I N D I r A T E D OR AS S�-4.0VJN AND APPROVED ! N THE ACCOIMPANYING PLANS AND SPECIPTATIONS. OWNER PHONE _ n.,;•� r_n ( ) -�, Lti Qc ADDRESS _ RUILDER PHONE / �b LYb ENGINEER nnI:R �i�+C�lfA!'-y C(>�j�.�� ARr-H!-rECT DESIGNER STRUCT'_'F?E : Q-NEW r REMODEL AGD!TiO N CREPAIR nRENEWAL nF!RE DAMAGE r-7-, DEMOLITION k�- rSIDENCE .. COMM EDL'CAT!ONA! —.GOV'T 7-..7, REL!GIOUSnPAT10 EICAR PORT nGARA(3F STORAGE ❑SLAB nF!_r`'CE �F30ND L.— MOV! NG nCONDIT!ONAL USF: !DESIGN REVIEW COUNCIL APPROV1-:D ,. SIGN°, OCCUPANCY !-AND USF 70�;E_ 'SLUG. TYPE FIRE ZONE_ PLAN CHECK BY_ __ __ HEAT _ c�CC. !_C)AD FI-OOR !_OAD HEIGHT NO, STORIES AREA VALUE SET RACKS FRONT REAR LEFT SIDE RIGHT SIDE THIS PERMIT IS ISSULD SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING 1 Plan Check REGULATIONS AND A!_L APPLICABLE CODES AND ORDINANCES, AND IT IS HEIIE RY AGREED THAT THE WORK WILL BE DONE IN ACCOfIDAIJICE VV! TI-I THE PLANS AND SP'-:CIFICATIONS AND IN COMPLIANCE WI1 H Recording ALL APPLICABLE- CODES AND 0110INANC! `; T�-IE IS:;I.'ANCL UI= TI-w; PERMIT DOES NOT WAIVE_ RESTRICTIVE COVENANTS, CONTIIACTOR A II CONTRACYORS TO HAVE CURRENT CITY BUSINESS 11 % State LICENSE. SEPARATE PEPIMtTS RE0UI !;t=D ,E_R, PL UMWNG AND HEATING. !'v Rt.'CeIpt No. nr_�r�c�ess PHONE y. ownlima r., ,r J I I I I iI I 1 I NOTE . IF THIS MICROFILMED 1 2 3 4 5 _ 10 i DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, E IIII fill IIII Ilii ilii {III IIII IIII Illi IIII IIII Ilii IIII illi IIII IIII IIII IIII Ilii illi Ilii illi Ilii illi IlIII�,�� 1�,�1 IIII IIIA IIII fill IIII lIH 1lll ii111(11 IIII Ilii Ilf I IIII IIII IIII illi fill IIII IIII Iill IIII Ilii IIII IIII 1111 I 111 it I . Illlllllllllllllilllllllllll I i JUN ) 1990 1► . .. ,. a ra...... a .. , ... « .. ...�... ,. .11 I1"1@ &W.c_ a �. TA , �,� w ` s „ - . iiAl*' r y q,�� r M n , 00 }5w _ 't..' � d ! 1Fri a r , •.;. .. ,. -.+Yw ." ..'� .. ri i.. ., :. - .. _-_. ,, .: i, �,.. a i.: 1 •I FR s , ttv IN ze 4F v W5 ft " • r1rR •.M U-B-C- t3[OLO M 21 Ibo- PDX a4. ft.. U-A-C- ?-ems Uox M'M1* ars awt6d on dsraw 1n *. x 1l. P"Odatift 61,006 are based. on a total, load bearing o t T� � ,r�ir�p�1,� 1 � h�Tr t�'"� p" hl�wO / 5r FWallm M of Zig Xbwee per . ft. ab Z. Amt f« o ' I - a - w♦ tl l ben an oftA&war t'1A�L. 3. AYA fsetir>�s sha K be a ai.a�n id' 7!'v" f4nal gre&g �UMr' h*#pt Vote whiehevar Is lower. All 4. AU dta waxbod se>� •. _ be rworeraeai goxw►tiora ou tract hives ;:. ... - �.. ___� .• a ....� - . .� :•,. _. . _ f� footrSa� c+r0t►tAra► tH� i by e • _. _ _.._ ;q ,. Ail aen�lw &hall a s;�un� 26 day labw&*Ory cured c�prwssive oylt tier vtrength of 3000 "$ •� I Caaree"teo felaoas, aiS1ft,p plae' and marring uhaTl eoufe= 1 1061 �11 n ► 0' l dC7• !Ot lot, i o M� tan AC1 ww"d of Coaweetre Pr& 1 19'+ edition and I� Q !' .9 '? • ''� + 1 .r Ir�!i i a�poa10"tteAs t "�,� st*4 for ate /Ila.a conform i o 'I.}3 C. ft ?3 aratt A A 61'5 wade 4.0. U b,ih�. IGBX \ R.. vkv fatwU absn coMforu to "M **:i.fieustUft A ►Q. AU wire fabric shall lo} su1x;9 od and layalt in 30 � aJ�ata► rsii'oreivK ,steel ah&U bo dAt+i.!',�d, fa'brioated, end r i Bid in "Oerd awes with ACI deta�AA�g %&a%%l j 15-✓Pk. A. AU reinfeel stool 0 1 n6 lssl, be a+�etratey,y �.rYi aecurat].,y B. ReinY`'eara ing sh&U ns: be bent a r d isplwo,i for the r 1 ootawre n-l•onee of ether tr+Adoo (ud,eas approvw;i by the { structural engituver. .. 1 1 + C. ;!!lrtlateun cenorote ewwr irwr ,ts.T•faa0a shaA.t to i 3" i• " to bottom of �footljig. (kenter of u3.&' aa • l / gra+�e. �. Lap all batirc a winiaus of j6 di4aw ao.rs exe e-;A an p i r atlaorw i s o too ted. 8*uvlaar&1 heel and M i seellraneous !.tuna .• � to ASM A-•.36-•7 Ga and t o U. 4.C, „-.,• -•"+' 1. AlAl.1 steel shaa.l conf �... I ,,,r snda�t♦d Ns. 2.',7-1-•7 3• V I A-- I fabrleatiora,� areoti.en, and ldontifieation of struct- ural steel shall confora to Aix Speei.ficatitiew and U.D.C. �� T1`• e ; St�sadard Me. 27-•2-7 j. --� 3. All welding ibhetll cenfem to AYS Specifications and Stat\dard No• 27-6-73, �(a,` All welders B haL� ba :ext tf 1dd u inder Alda Sp e,; A. AU ne+eabers sh&M''r be commeted with sent-finished �aaehine � \ i boat& unless shown on plane. � mt,Lon taU be in aaeordanee with ALC :4pocifleations � / 3Ad@.ng attar, be toaperasrily bsa,�c€ �sra'Q�il all fX•aaulrtg _ - a t 1 N rA J Oftbs=as aro LA PL&ee and belts ha" been tightbea ed. Ugh (� ! �angth belts oha.11. be t#tter ed 4 turn past "Sra# Position". ..•'' 'Lir :�` 1 � bQ s3 i be t1E�iUsod "Streneh 'T1 Reel twLti ab r be 1mlallr" AU a net en / t' lbs. � iijjjq� � `� �>�rm. tea*as len e>s' .�t� ;�,:. Asad sad 4ULUM shosta shams. aWfAM to A,&To*. A�3 &W j obs AhNS be A% iMBrt :r. este► t « ,910 psi►. laoato»osr _..� IrM rl*� �t� n�ir�MlK tifl.th -�r m shaiw. Faatton bo &ta us at oaab / oers�t�ye►s!, r en. ) 1r+M► ►• �,^, �Ci�f.� U �� -..a a � lapse t8 c. �a -fir General actor shall mif a dUmnsi ns aa�d heti /� f / f r cotlditi includi s ni w3Att '0ohst►iesl and �. � ,'r/ �� ,/ s •i •/' � tri � � e loEtr l ami �. .,.. _✓ (/ -�---� / �'�'J' j �S r i�', ,' f�!�. /.�, � f f " 2. Shop drawlrW shall -be required on reinforcing is tool APA ar.d Bhs11 be reviewed prior to f atxSeat ion. \\ Id b� �C?�'CM � ,. / � �� ' ,!/. •1, fid � �I"�.. , � sig) � • (I � � , � z•ni'� i ��.•�.�� l',a'�� r16i► `�11...�1 ills ` �. i, �'r .a _o � 0) 0 .� y� .., V •t (�1 Z IV rd 0 mow✓ ��T An ✓Vr� R \ / - / d• / / do ,, yyQ Cn Uj 90 / t4 tJIG a o � 1l•1�tom-�, -...,,r r" \. Fq bc, 5F tv > 0 I'M, /41 -R.je. I N _ - r . , • , l I.tNK PbLiC " to t�� , 1 L 6,. .. 'art'=w �j u _�I t.;G, <;�'i�- � [:.. ,.� � �� ! �.:- �l.��' i�•1 DRAWW r / �C'AI.E . .- CAICRb[tl11SNtT[C TUI.AL.[r1r3r"[Crlr"'7[VrPLIC[CD ♦OIITL AND OA[ ,,,�,�. OF I j t THIS ' III{I+ I � III � I � IIIIIII IIIIIII IIIIIII IIIII,I•,I�IIIIIII IIIIIII IIIIIII � I � IIIII � � 1 � I�IIIIIII � II � I � I � Ill► I I � IIIIII � III D LSI tl�t t l`lIl t l�«-lilt t� � � IIII � � � II � II � � IIIIIII I �I�III � . ,._ .b...+ NOTE: IF THIS MICROFILMED t DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL E Z 8 Z L Z Z S Z Z 1;Z Z i Z ( Z Ear I I L ri jl v I T t I I t 8 8 9 TA ► $ Z 1 �, �� DRAWING. � I � � I �� I�� ii•lliiillii►ili,�l,�r �� t �� I�l�Illlll�I:� ►IIII�IIIr�l�ll ►f111(I►I ��a�I�I� �l�►I�� I�� ,��i��i��,�l��u �u�l�l�� ►lill�f��:��1�� I�►�� I�►�� I�� lllrllll � E1 � � 0 4 � � REVISIONS BY j r5 v _ . L � •r�- fir" � �, - ,. - - -- - -_- -- _ -- -_ -- vv -A I I _ *4000x• *d—�r�LCtllS, tv_ MIT.PAshe -- --�- - imp, I .l —4 11. 1 _ qr 6, yq . - 44 r" V.- _ 4. LJ 14 •� f > _ "11 -bII ( pl '��3" g.. cil•�" ' Lia M� I— I J_ to 1 - - ' 1 - �J• _ ._ . 31'" 'a7• __ i �cl�l�4► :�Hit'1�a.f p co °';�kr-"'�I vv � �fr� ` i;�•'� � �15 ILI 06 ,!� .�•'" t � � // I Fr ` �Q I t'�1��G � V��r' ,,,r fl►11i � i f �- __....�..._._.._.....__.�r� __ �--- _-^'_--- ® � `" Q I i + , aQ l � .T � �]I •, :dal--- � I __....'_ 14 L Cel 454 12-1 �Irb I ... r .,...+_�-...__-.._...�.. •.r...-....- M...._..�r._._....w_... _._. _--r..--..._. _._......_-_. -_._-..._.. -._.... .�_ _may � � A � 1 I /�' QAgCMM A*C"rKtrUUA1.6 ff"Iffl"IN••UPPMM W,/OPMrAND IA!- IIIIIIIIIIIIIIIIIIIIII�llllllllllllll 'III 'illlllilllllllllllll ! IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ' . , Itlll � i I � 111 � � I � II1 � � I � ° 114 1 + 1 � 1 � 5II � llll �+ i , l � i- �. ! iii � il - �..� 1� 111 +f 1• � ' �� I� ib lil � lll I � Illi � � — .. - 1 NOTE: IF THIS MICROrILMED . DRAWING IS LESS CLEAR THAN --- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL _-._i iE Z Z L Z Z 4Z Z bZ l Z iZ Z 61 1 Li t 1 i t;t t�i 1I i 6 !3 L 9 9 ► tI: Z 1 , ,,, _,, DRAWING. IllillllllllliillillllllPIIIPIIIIIIIIIPIPIIIIPIIIiIIIIIIIPIIIillllllllllllllillPPPIIPIilillllll11i! 1IIIIPiPPiPIPP lH �� I 1 � IIII ►, ll�ll I IIIPIiiPPPPiIPPi�i,l i�iP.i.PPPIPPIPiPPiPlPlliiiPPP�IPiPPIPiiPliiPiiPlllllll ►I�ililPiiPPPIPPPiiPiili,iiiPPP1PfPII�PPIPPPIIa11 JUN19 E 9 0 4 � ! REVISIONS BY 1 � tl f awl IbIr4 X! t b1 o44. 01 Ir I I 4 � } I ✓►�,�. ''.,+fib.p sM' 3� w til to''Ct ;C� •.�: � chi �� . z � .. _ _. _ i CO o 0 OD Z c Oco 4 t� o 06 44 40I - CD m +� i ___ __ L� 4"¢X12",•,Q>. C`l ___._._.___...._. _.__ __.._..._ ...__�._... .�_ _ - �j > o t1` G r t Ale 14L 1�j * L49 yX ., f Yui rr . VV 4'J4. r i 1 � i� Y� ►L.{.. �`�iC�' j rr► _ _..� __ ._—�_ �-- –_ ! Q } '___ r,'7?/L'• �1� 4 { o �, b : I c,, bul- ,err�� -, !d ,�.�.�� 4� , S-- ill _ _! ` C 8 01 A z ca - o ,pIo y 84 _ - - - .44 SCALE FF- L�01< ()FCAOCAOI AA'CHITWCTVIUI POWT�_APM OW �/7 SHEETS `01 NO IN r ✓� � 1S} x �� ' i1i�i1i1!1ilili i� !Ii ��lilili i i1 !lilil �lii! !!�!1111! til!�ili� il!�ili � !I! � ili�ili � ifi�ili � ili i !! � ili � ! � � !�*��i !� !li � i i� !I ! i �! i i � !Ii�� !�!� i � !{i �� i i i�ili �! i� i�! � ! i� i �i�i � �!�i ' i �_�_- ..,.. -• _ NOTE: IF THIS MICPOFILMFD �_� _ �J— —�1 ��1�-- --- 1 ---- 1 --- -I- ( ` - _ l - ---~ -- ��1 DRAWING C W NG IS LES.. CLEAR THAN - --- - THIS NOTICE, If IS DUE TO THE QUALITY OF THE ORIGINAL — DRAWING. E ill", A Z L",Ili, Z4 ZZ ifr1if, 11111111I 1111!1111111111111111111111111111111.1111111111111!I111111��i11111111111111�,,��11',�i 1111111? 11 � 11�� II►�il1�l� � � i i � � I 111111111111 �} III 1 111111111.1111111, 1111111111�1111i111�11,Illlllll1111111�1111�111111111 III 111111111R11111111111!I1 III1�11}�. JUNE90 4 � AMMMMIM REVISIONS p y� �k'�A4 1�tYT� Le;,ign Criteria, vts 1. !to o f .. . . 5 lbs. per ✓ 4_.� L. Yint . . . . U.B.C. 3asi(' - 25 1'jx per sq. �. Seismic . U.H.C. .one lI ✓ - 1 4. wane lording a:s rioted on drawings. Foundation4, I. Founaation eifef; are rasad on a total load bearing soil ' prOs5ure o :_'004) lb�s�. �r_ �'t. --------- All foot it ng3 s�v�I2�bear on engineer fill. All footings shall it mintauaof 2'0" below t'inal grades �► or 1'0" below existing grade whichever. 1:; lower. w. All distur',ed soil shall ye removed by nand operation � 'rem footing excavation to neat. linen. Concrete, 1. All corrci•ete shall develop a minimum 28 daffy laboratory cured compressive cylintier e.trerigth of 4000 psi N i I Concrete, formz�i, mixing, placing t I CZJ.i.x. " M"'.r• \ .. n8 and curing ah011 con t'orm �1 o to ACi manual of Cuiicrety Practi:,e, 1971 edition and � 4'$ G� 'c= 5 . °1 t='" / . io4•�� spa o Ifications . Concrete Reinforcing Steel, 1. All reinforcing steel for onretu ;;ball conform to ;1._a.C. / ' t Standards No. b-4-7-) asci ASTM A I'll, grade 40. ' All welded wire t'abric shall :onform to him Speeif•i�ation � A-165-70.0. All wire fabri jhall be supplied and layed in r- I I ` flat sheets. \ J. All reinforcing steel shall be detailed, fahT•icated, and placrd in accord ence withh ACI detailing ma.slLsal ,l -74. A. All reinfocing .steel shall ne act:uT•at.el.y am se-urel• 1 \ placed. Reinforcinf- shall not be hent or alaplaeed for the convenience of otter trades unless approved by the 1 \ \ structural engineer. • Minimum concrete cover from siur"�'ace.; shall be, X \ \ j ♦ , to bottom of footing. (:anter of slab:: on � \ grade. 1 \ b. Lap + � < . I 1 all bar, e m.n mum of ,6 ci. ,,meters except as otherwise r,otdcs . �- � I I >teel arid Mi.,c:ellaneous irons Q 1. All steel :;hall conform to ASPM A -70a, II �` - Standard No. 1. All fabrication, erection, and identification of struct- ural _,t.eel ,,hall conform to AI;iC Specifications and U.B.C. J ;standard No. IIII �. All weldi. , :i hall. conform to AWS 3pecif icat lone ano U.B.C. standard No. 27-6-7). J \ . �'7-�-7s. (a) All welders shall :,r; certified under AWS Spec. .� 1 I t-40W SA;�&\ IOW 0h b e All 4 . members sall be connected with ,semi-finished machine e :;Down on plana. t Eract.ion, , d 1, a �tiorr shall be in ancordanae with AISC Specifications. �1 Building Oiall be tempordril braced until all framing i \ y I. members are in place anti bolt,, have been tightened. High \ \ � t � - \ strength bolts shall he Lightened " turn pa.et "Snug Posit,;.on". 1 � Machine• bolts shall be tIghtened "Wrench Tight",' Rod 'racing iha.11 be installed .rit,j a minimum net tension of 4000 lbs. Roof anti Siding: hoof' and siding shetats ;hall con-forr, to A.S.i'.M. A and Shull t+e 5 gage ga.Lv. ;t,1sr31. Fy - ut,000 psi. Fastoners r- d� :shall be #14 selft.a.pPing &dnium plated sar:3ws with �� • 1 � I -� 1 _._ _ � __._ ...._. � o � o e o enc- -_-• l,onded ass Fa.Aen Uupl or►O at sack .or'rugat: ton• 1'_ Fa.;ten i-ic 1 p 18' 01, Herz' ;+ st on i -11 is ~:iG1U' I�Ar/• ' /'%�� i , ' �► l.• N/1 • , ��1r f ` 1. general contractor shall v © k f // , �• /�', ', eri, y all ,tilrtenelon:� amu \\ I / �� I \,,/i,�;• j,' /i �,/�, •',/ . �'. , ' ,c aanditiorrs (including opening,,;) with mechanical and a 2 N \ / j i, i j."%' �' '•,/% 1 ` + ` electri--al drawings. � r. ...i / ,v, n. shop cixawinds shall be require(-s on reinfor.-ing steal �'.� �A Pv and shall be reviewed prior to fabrication. `•�,l YW , VJ tt i ►['N"�'7 n I �X l t1 ii h� .i , i 1,pl c \� C: co m -- X01 {pit r /i Z N rd (n ly W u1 of Fly) V 1-10 _ C)'41-4 ,-7 4 A• Fw+'1-V 77� I�I rl 0It DATE I A�� I SCALE DRAWN rL5 , R I W, W. JOB SHEET II CA/CADT AIK1N1TTC1VAAL•["OtN.RAtNO 9VOWL"Co -- or f SHEETS ii�w .i.. ( I •- :alp+..:; ..._• __...�.,...<...,a.��__-_ �- ,�m-.r c . .. THIS I�Ijl� ill�lllll I� III � III�II12 I� III� III� II%II � I� III�III�I�I�� I�III � � ll � lli�. I � I � I � III� III I li � l �� l I� III� III � III i I I�I� i1i i� i Ili�!.illl{,I l:a� l I I �III � III�I� III I �III�I I�I�I� _.�_ ;; NOTE: IF THIS MICh'9FILMED 1 3 4 ,,� � �T � " 1 �' 1b 11 I 1" _�___-1 _ 1______ L_ _ _ ___�_ I I DRAWING I. _ -- -- J - - - -- 1 S LESS CLEAN THAN THIS NOTICE, IT IS DUE TC __ THE QUALITY OF THE ORIGINAL . T I DRnwtrx . %811 iZ Z Rtl t, , t1111114111111 i A 1 i �6 ; g E „�iliiii iiiiliiii 111111i;11111�111711111" liiii iiiiliiii iiiiliiii iiiiliiii iiiiliii� ,..;),�,�� Ji) I I I r �IIIS Ill ► !Iilili �ii iii � ii�iiiliii i i iiliiiilii�iii. ,,iiilii�iliiiiiiiili iiri�� II ��I�� ,I��1�� . � EJUN11990 A REVISIONS—Y I`,_� + _ _ LK .,�. � _��--'L �a. A- P� . Co�gyp, t r -- --� I� � i �, I __ .. _.. �- ,�'.'-T1-, ► ._.. Ar Iloo W I I i N � I it i• (IN � J ! 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I�I1111� IIIII I I fi1111181111 llll11l j It IiIIIIIIIIIIII{IIII Ilillllll !liillffllllilll111 filfli111IIIIIIIII . 1}u [}}}1111 Ilulllll }111111}1111111111 IIIIIII}} 111111111111}111111111111111}111,111111111i111111f111111111111}1,, �t11 Illllllilli IIIIIIIII lillll}fi Illll �1� 1111�IIIf{IIIIIII I II JUNE 4 ) 199 9 REVISIONS BY ` q 4d' - •�► A' r __ -_- ,� --- ---- ,� -_ � l -- 4 0•' 4 -or �' � Oto -- _ ------ -- N _ 4' 4-1 t ol 'A to _ C7" _ -w I 31, ', L.L �r'Y• I 11 •, A + - ITS--��^ ._.�.. � � `�` �N��Y�� y� v� � r �X iM `�•. ��II��/� I I e�MIS 1 � j ,�, �q ► 1 X (.Z • g , '�.� � M �..�. — f'� `(V�' ^6 v {GP,1 'I x ', 'l " .Pr 1'L. sK - �J - _____ .. ._ "" �, 1 ,� ! Y r a►O 1 I N 1 j + + + + I --7 �x 2 x 3 f1�11.�-��[ I .T -� �,t +•.' _ r- 9 s , Jr fe .q X VA X .shy' T ` �I 11..' � � � �� I, �-__ -.r,. ��•q•C, ,/C../�•.-:',` Y'.9 ;�'+ '..;�-7 I/� 1"'+1� ,1 11 N �.�*° moo.:. _ -* A1�C.�• I� y�.t) -� , ..'I'I i k4 �i /`. 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REVISIONS BY c ma i I ! i � ,d'� '� I, �J' < rZ G < `� X2005 O1rJS 4 r"0 I. ' I i I ; 41 41 41 40 41 41 4 1- 7 IS I O) o IIZ ►- 1 m 4) z �(rd to d ! I a KJ < in \v �Y� 646 1 I I i m ICo / ro Z OP I 1 � , j i� i i I I �.,•�11E G 3 K�� Ile �►. ----- u7G► DIM 10 SCALE DRAWN SHEET pjI s l -CT' U CA�GD/AIlCMIMTt/AAL�!►N�NQR�N��V►�L�A�O.►il�LAwo.ewt. OF (y/' sFIEI:R ..�..w..,.�NW ! � ( ,;.. ,ar ��'�,... � � ...._..�„� •,yam :r•�"' ' , '! - ,;WIIM94.ra:;. _-..w..,r n�eMr --,_.. _,+.+1........... ----•cm+..u.a.1..r .. I, � � ili�ililililili ill+ ililillli i �Illilililil� i ililllllillllll Iliiiiilllil ; ll Illlllillllllll Ililill Ili I Iltllll hill ; ��i � l ! Illlill( �l;.lijllil.�li i IIIIIII 1111111 IIIIIII Ilill� ... ... h 1 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN ___ 1_ __�__ __ l__ __ __ ___� _ _ ___(_ ___ _ _____ _____ _ ___ ----______ THIS NOTICE, IT IS DUE TOTHE AIITY OF THE ORIGINAL IIII £(IIIIIIII ZIIIIIII9II.ZIIIIIIIILI ZIIIIIIII4!I ZIIIIIII4II _ � __ l I ---_� �1!li�IIIlllllllllll�11 l! IIlllllIl illlll-1 - ll NL lllllll 8 A\ DRAWING. Z IIIIIIIINIIIIIIaI 11 I — IlllIIII — Q lZI1lIi _lII � JUNE ) 1990 �.., . . ... .-rte 'REVISIONS BY 1�✓ -- fi 1-7 I II pr YZI M t3 �Ap �F _-1 - ho �uRr3 C4 NLS 'i - _ S WF. 17 II tA? PLh- t e�ev- i'a, ors'' _ --_. ______ _ _..._.._ _._._. ____ _.� _ __ . _._ ..--._- 14 - Z�� i Z �'4" M. a. GataE Z _ \ !�► � IG►rP4a � •J 0 Id F __ ___.� II 30X iQ 6PA- �G� �:-►r� .�►-�---fir -_� �_ Ow� r7 pII, I • 1 .04 Gd E 1 /i ce 1 / O) o CC to co 49 06 _ . mo rQ JA COP- row'9 IfAur r�)� JAI 47- Ly !I GATE lye SCALE 01, 14 I. JOB c'1SHEET `3 } -- - - - _ OF �LI S1IEETE <w W�aiEw+�N� wA4 a Mw fee"I nl""Imo ewe .M,,� - IIII�III 111I1iI i � lllil IIIIIII IIIIiII liltal I IIIIIIi IIIIIII I!III � I I ( illll IfIIIIi VIII I I� Illli III � III IIIIIII I! III I I � I� I I Illllilli�ili � llii.�il I I ! IIIIIIIIIIIII IIIIIII IIIIIII � _.._ _ 1 12 11 I NOAIF THIS MICROFILMED 4 ING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL g Z 8Z L Z Z S 7 Z Z Z I Z's Z 8[- _ [ £[ I 8 ---- R- - IL —'9 �4 DRAWING. I " � � 1111 lllllllll (IIIIIIII (IIIIIIII !IIIIIIII (IIIIIIII illllllll Illllitli illllllil Illilllll !IIIIIIII IIIIIIII Ilii I 111111111111111111121111111 I t ili�l►ill►!!Ilil ► 1 �lll�. Il lijl!lilli 11 ii i ! li!! l �lliiliillllil(Illlllll�ll�lllllllljll!IIIIliills .I II1�11111 I j j I11 j Ilil► Ililllllillll... NEU ,-, ) 1990 V REVISIONS BY I Le6ign '.riterias 1 Roo'_ . . . . 25 lbb per yq. Win" . . . . !J.A.i.. Iiak'ic - 25 11at. iwr sy. +'t. >. Seismic . U.H.C. ..one ZI j �5X K�-r ,� ��i�; :r+►ne loading as noted On ;rowing,. coundatian&.i 1. Foundation si;aes are haaeri on a total load Gearint; soil S;)01 ��6 W l �: ..+'`+I ji�S. �+' Pre-„urs of ::000 lbs. sy. ft. All foot.iaga shall bear on ongirsesz• fill. All footi,lgs esho,11 `)e a millLmamof 290” below t•i,nal gravies 1 (AV, or 1'0" 'velar Ox1e9<ting grand whichever .1, lower. � , 4. All distur`-,ed soil shall `.)e remev*i '3y trans; operation / �:encretet f'ron footing excavation t,o neat lin9s. -h r SRP t All concrete all develop a airiwura 28 day laboratory 1. cured compressive cylinder strength of 1000 pai PO.io M, 4. Concrete, ' erns, mixing, placing ami curing shall conform -!P4 �O �ra 6 . j T". I I Z11 I 7. I!. �, !it_ 104,ilk to ACI msurual of Concrete Pract L:e, 19?,; edit ion and • - cifiast ions. Concrete teinfor ins �tsels I. All reiaercing steel for orkrwt• shall eon!'oru, to ),R,C, 1 J n!IL Ai►•�C ate r! ..'N R\ �. Ht�►nci:�ras No. :?6-��1.� atui A.4.�`I'M A 61 a grads ,o. r. �Oj' r \ Al ire t' of ' v ,\-� . + \`� �.1 A 1 welded w all :o orm to A3'T'!91 .,pe:if+.::ai i r �' � "'•" Abric shall o '-185-7 All "IrO fabri shall be supplied and layed in I - ( I �. � " r' • flat .;hesta. � }� All reinforcing steel +shall be a11e r,� • .e a re,y,' ,• t•ir V00. A' •la.s il9h l ,',yE �' •'k' �a, - dot&118(j, fabricated, and r�'.••.�, !.'•"[, 'F Placedin i fabric :.N Play c n accord once with ACI detailing manual 1.5-'74 t �-y* Ao r ` �X15.Tl�G�/ �1 N ti Allinf©Ging at:av3 4l "' " _.$�1IVIade A V+HaiH edc . :;hall nA accurately and se,:urely. 19 i•'/Reinforcing .;hall not ;)e bent or dlaplaeed for the i ' , � r( � . . edea unless approved by the } Y ° `i5 `' I ;�,/✓ �• l 'f /' \� convenlenoe of otnel' Cr .�4_ ,e,` ` structural engineer• Minimum concrete :over from � 1 I r . ', ' to bottom of foot; g ,enter of -ilaht, on ur ace shall bei `N I r« ry / . L,r *,- ,•` \ ..\, � \ '•14p�rs►de., Wtt h (� Y- c D. LAP min all bar:, a minimum of ,6 diameters Rx. ,,t, 1w9l�' otherwise notea. i, � l , _;;• I '/ r ` a, ��' ,•,,fir, a Stru :to r:41 _,feel anti M iactilla,roous Irons � ` f� r , . '� \ ►` ` � 1. All tie h c to ASTM A- -"Ga and to U.B.C. el shall conform ►'� " "„ r r' .1� .F 5 r n' S i rd No. 27-1-73. � �-" " � �z. '� .✓ W '•�,-/ ti4� � �::x� ' ' All fabrication, erection, asui identit`icai ion s?,ruct ural steel ::hall conform to ' AI8(. 5 cificat leers anti � .A.(,. J � ' � `„ li �� ,, ; _ \ y,�..: (� ,, .�'m'`�'Ct ' � t � °' StandaxYi Pie =' • �yQ\�� ,//' 1, '� • \ •,�� I rY `b/ 1 �;h.r , 1°V }. All NoLi tr r ,g *hall conform to AKS S},ecificatiunb and U.H.C. 1 �• Altwida +et rho. 27-6-73• (a) All welders shall be certified under ALIS ypel' _ -::�• _„ _. ,r.- ��, ��, s shall be connected with as I r" -,�.'- �� ;h ,•�-� ,• ''+,�'1!? �•` _, - •¢��'`mM�'!4 Ir;� � ��+` + tmi-finishe;l machine '. �_ ► kk; r•;q #, bolts= unleer, shuwn on plans. yyr f �,.. y,��,'i'{lY -J (ii h,' ':li'O,°. J•. - - ',�•�r- 1�rr FI �x. s `� -v, eT� !� .�. - - --- -- ,, Erections • �y I / /v9-'�► � ".tM1 .' �}'/ �' �� ✓•'�"„ , �t,.; \ '1 Flection d'sa11 be in arcortrance with AISC S�, !` c :1 i at;onus. � �l © /f�C.�r I . ' , _ '`,° , �� -r`" '` Auilding ;;hall b© tempors.rily bra<'ed until al.l framing f �' member : are in ,lace anti bolt:; have 3 e �3en ti High tightened. -`1 " L strength bolter h t y ail be lghtened turn t "SnugPost, lose". y t _ _ "�Ij' ••r, a t `' MAchine kic+ltn ;hall 'be tightened "Krench Tight" ' Rod bracing j (f I -y GX '`✓� 11` S '+ �' ,` ' •, t c' :• ° ��;, shall he ,installed with a minimum not. tension of 4000 lbs. 1 ' {r11a.1 t .._: + �• Neo, aril :�idinF,s E oof` and siding f r►ls rs he Q t,s ,,her11 c o n.f or'r; to A.,:.17. �►J., ` g a alv.. b te9 - '1,2.000 � � r� .r�r .� � . , f• a' ` shall be r'r',J � 1 F' a • { \ 1 r .K ��.� r .,: �;�'v �� rs g Y 1)61. Fa,�;°i.�,rl®r5 y In _ r �_ . • ''x r shall ' #1-c° selftappin�, cacinius�, plat i .,crew6 44th neoprene• - c/t' �. ,,� ti �. !,; k., .,. oekied wa,her Fasten to yup rf� a+... F+a h :u t. II ��•�`��' Gt' .... , �� Joe i r i Ac1.9n 11(iET �c1�)"i at{" O/�'r 2'Tll�!S on. Ir l � d / t r 1 � l /f/ i t ''� \ � r •+., 'a�'�•`dirdr ..w.wr tM;r.'° •x' •.' ��. t \ \ ,• i ////' / ,� �, i r i�i ,�. I ,1 ` "neral ountra, for shall verifyall dimeh iorrs trr►a condition,* (Including opo ings) h met anical and a- Z N � 4 Hlectr-ica•l drawingo. -t { ► -l�j. r, /, r/' ,�,',/ , ' r�J� ' t Il shop Itr_awings rhall be required on reinfor, ;Ing,, :tvel �• ,:� 4 �,o. and -,hall be reviewed prior to fabrication. f�f/ ,' f• . /ri , Liz VFIh. �,,s I \ 4( XT CD z CID 0) 0 Ul X/ rd 1 0 06 42 I I �V � F�I C.Mid+rl 4G,�`•k, .% �K' wi�'�:%iw•• � �.�t`1►c. r"�!C�r �'` ►ril s�tom' �, -- . .. I • • ••- VL ' • �� 11 DATE SCALE--1.�._ ----- L��~ -� - �� J ...r,........................ DRAWN _ II IWC 'I `�/Sl�s�rlla"•1�iC�t••1 Gt�i.j+�'r"�", �t��-��r•.�., ''°�. _ $HES_._. --- -- i �r r . rpt I.IP. •. - ^.q,,. .. . .y.,n_- .. ... .•..w..i` y 'S.I+Y" ryT,.6',+,:-....... _ .. -1 rig .fy ... ` _. III III lil III III ill Ill III Ill Ill Ili I i III III III III Iii IIS iii ill Ili illil ! I I III I � i ' i � i Il ! III III Ili i I �i i i iii iii iliilll ! l.�lli I � I Ill Illll � l Ill Ilillllll I) 1� SHE AIR l�_ - ----- - l NOTE: IF THIS MICROFILMED - ---_.. .L ____ _�__._I -- - --- -I - - -- ---- -1-- .._..� �___—_ DRAWIt`�' IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL �T111111111 -J- -- - - - - f 1 - Al - E Z 8Z L Z Z 4Z 6Z Z Z Z 61 8�i L i I TIt3 �9DRAWING. llllllilll Illillll IIIIIIII IIIIIIIIIIIIIIIIIllllllllllllilllll�,'��l�rl' Illi' IIIIiI i I! 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THE QUALITY OF THE OR:GINAI_ £ 1 Z 8Z Z 4Z �Z L Z iL Z 6i i Lx Ii i I I �i iTl i 8 f3 I L UNE - , 1990 4 FREV ISIONS___FsY 4v`,vl brapl4N zao }•--r - 14 X1 t f J Ibi z cr-) , ( � u 10 - t I M I ID IN All AIV V) 3'; �A• 41;*�E: %/ •�` �~ ��L,�7' �1 '�,rte �l ........ ..... _.. � � 1� t � ,?' civ 1 `f fir./, f' I i-"V 1.- `rJ�>> , �i I � �f" � I G �' ham. ��, •�. All4P.1 Moe, � � � � 2r4 /cam ....-•'',Ic�i� r� 0 MI _ - � � 0) 0 a 06 oK in 0 � � x L' 4/4"0 X 12"A,6. N. w,' 00 - - �� G Ire' -" ;;�-` •.. � n,; .,� /U X 12" s �/��rC'�-tel' •� Ib —--- a�r^ / a I •• f --- - Va Pot L: 1� �J 1410'_404 11 S4 - _w- _ SCALE nr CAMtAM!AM MI'mcTURA4 OUKIIM CO.MOWMAM.GM 1 1 1 1 1 1 I I C I I I �"`lllllll NOTE: IF THIS MICROFILMED �____-_-_ R r 1 Q AWING IS LESS CLEAR THAN MIS NOTICE, IT IS 'JUE TO THE QUALITY OF THE oRIGINAL DRAWING. Z � LZ lZ l4Z lZ lZ lZ lIt lZ lR��1 I i rJGi lI � I III I It I6III ►IINIIll, il1llll lllIlllllllllllllll , IIIIII �g lG IJ1,11111 I9lllllll ► �t lS11117111111,[►II„►�IIMI, N I ' JUNE4 1 �� 09 0 r� s REVISIONS By 44 K Fes► r T_ ._�.__.,-� ` �+ LaX tom'+ !'l.,Id►1+�fii'Fr'S * '! s, yS- 71 • f 44w- f - E I 1pyp cam► - 4 '' /4itxo - Y>'' s' wl'a t cvN t%j • CON W. C.�.11J• 'i L.0c i _ e Yc�I iLoll I ' CIO ID co 4,A C ��,�, � ''=I -O'' \\ ,� IN=� , �,� Zai { �q ��• 4 ,� � � 06 ot ..�......�.. e�f 75 oIt•lly� v I` COL.- 924ift, 0 , dATfB WAIL -- - DRAWN - zk os G� a+ters e.,uwu�•eoertwreww.�•wesueenew,we sve+Kers ce..►owt��ws.see iii IlilSllllllllI lZillllililZlii_l_liiiliIiliiiii _Zi i ii_i�ELI iI'l IillilliiiIiJii I lifiiiIIiiIINOTE: IF THIS M►CROFILMED ` I DRAWING IS LESS k LEAR THAN _ ?L THIS NOTICE, IT IS DUE TO iZ 0 Z Li illil_I ill I fllil—l �._l LI_l_i T111111111liiill11 lI mill liliiillli III 11 lid! 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C'� � � I�I "�✓ I � Y�11 "�.� / � I N 1 �� , f-,L.. \ \ e ► 170 vo IL 4 41 I I I 1 ; -_ _ �'_ 4 �IIll�ii(l'EltlTlilllli�ll�IZII1i IlifllI-l_lIllI Z1-1I`11I1I1-1i1L I!IZIIItIlI�II'1II\2III.I cfZII I�III ,.I�I I I_IT I._i.I_I-_I_�_I.�_SI_Il-II�lI—l�1l'►I-CI-�i I-i�l-_Il-A—1I_1 TI1 fL1I_-1I1_1I_1-1--11.[�1—11 I 1I1i1I1.1.1-_I1L`1I1� 1I -t1,S11I 1-�-11i-1---1-1I-61-►-II--I-l-I—Ii-►-i►-iI_I1 lBI-►l.-I_L+IIi.--_iI.i_l-l f-L__I,�-_]I._ �.iIIl-l.,-1l—i b--�I I�II!i II iI;,II i�—Iii ll1-.lF�—Il,1I1:lI�I.l III,III,III ZIfII�liI�iI 111I1Ic ._ iIfi�I 41 4Nva 12 14, 4 t ! 1 nI a �'f•'LPrkkW4/�* � , r ZnV ' � .0 CD X m a S o`ZooS 06 Q on to own Nip ti VE H14 kv $MEET DATE ion QF u4EM "SCAM ao9wl?vr- M CO.FNO=A 1111111 IlllI NOTE: IF THIS MI ID � 5LiI . 9 DRAWING IS !ESS CLEAR THAN TiIS NOTICE, IT IS DUE TO Z L llTHE ORALITY OF THE ORIGINAL 111" IIlJill llIIIIII 111III1Jill [UF,,ill, 4 IIIIIIII IIIIIIIII $1 t� D ,,I ,, , , . ...e• ",: .�1 99aJUNE4 REVISIONS 9Y ... --_ . 16 '-� �✓ `�J it j� ,:�'V � .d�� I � /� 1� i , E _ o A. 0 W10 ?J--, — — -- _ �_— i --------- -- �; '��C i n 1 tP RAM 5�?x :Y8x a'-04, ^rrz tl} t-,I dGHT 15) Z 2 *4" M B. GA' C 2 { it +I S wP 10 N uI I , I I IX3x 14 6,4 J 1 6UK.6 61— r7 �,' �1'" ....� 1 �i" ; ►moi N �Z- 5% I �8� K v'-8" "N/ 2- �d� M.B, 61A ; 2 % _. Get __.'__ - ;r,e.,,s+wr'�"';.•a�..:ea=tea " J.:.•�'>:^r`-_— ..r.:__..,,,.� _ - tM'.,...,�„_._ t cl \3 Ilia w4w c Z CO 00 i 1 - - ( ® - r th 0 i rl! y n h 0s < - 9CUF __ -- C) > (r? <`J O f I7 -- zz ft - ' a° a JA I L... WN + \ V w DAW I Z Imo!,1�1. ..,.�.�........-. ,109 Lo *114 s + Yf>11 'fL011 or ( 3HEET3 e cAw haw"I m"ht 1 ow-Imm ww off cc,PaNnAms.BAR. ,w • � .1�' 'I,�, I , � , , 1 }1 , 1 ,1, 1 ,1, , , � ,I1 � „ �I ,I`) i ilil}lilil)iili }I ,I , I,li � , lili il}fil}I,lil} , ili � � lilil }�ili ili+}Iili� ili � �ili� ,1� �� . i il}lilililili� } li�ilill 4 . ... I G I '] _ 1 1._ NOTE: IF THIS MICROFILMED 1 I 41___ ---- `, -j�- • I ----- C�L--- 1�I yI iw DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO �T_ _ _ _ THE QUALITY OF THE ORMINAL S Z tllZ LFE11111,119Z111119 Z TZ 61 T Li i L 1 1 1 ii i F6,", L9__DRAWING. II IIIII IIIIIIIIIII IIIIIIIII1111111;1III111!113111111II III I � r�, I1 + 111 + 111illiII III,�1 IIIIIIIIIII I II IIII 111111 I� III � � 11 Ill ili 111111IIIII II11111IIiliilii�lVIII IIII II11111111III 1111111 JUNE 1990 �.... _ p.. A-- . . _. REVISIONS BY i II WIN. la I r I , 1 { 1. i , Y i Y 1 ; • t .j i i �t711l, i I } � ' !1 �� y .� � 41.E � _ c �+ --.�_•_� . T.--.,._.._r..- I I 11'^!."'r�•�' • ._� I I I { ate.• .-.._..__��-�_. ...._1 r�—w.w."�-..__ �_}��` �• �R, • � I 1 }t /a Ns Civ .. J Z OD p°�T 0) a0 $4 c ODm ! m Z r � i = M 0 0 � In In — - rd U to ur, U O < m U WALE zu me 1:7 Alum WOF SHEETS CASOAON AA'CW"VCVUOAt 2"41" lNINO*vfVt1"CO..►OMANO.OM .law!INk+ewr...._. r• — III�II {I{ I {I { I{ r i� i� { { i �lilNOTE: IF THIS MICR'JFILMED 211-_-_ ----I - L _ _-=_L-�. -IJ16 1 1 1 DRAWING I5 Ll"SS CLEAR THAN ___ ___ _l_�__ THIS NOTICE IT IS DUE TO 4 (XI THF ALTtY OF THE ORIGINAL £ Z LZ �, I QZ fZ _ DRAWING. ici� uiiliiii iiicliiii iiiiliiii iii I i i i i I � c{.c cc ! c I •��J�;,! c � s I��I►� �� ►� 1 � ' illl � �► ► �� I� �� Iliii itiili►ic 1 �� ►►cc ciclicicccicl{ciccccciciccl�l cccciccc��cccciccccccccl�cci� aii �i�li � ccciliccc�cic�lcic� cicilccccciicllc� Iciciccccicicllccicc�ciccc� ccicliciicccclicil ��►iliccc �ccY� ��cccccCccc EUN 1990 fr ......... REVISIONS BY1 , Deign CritAriar Lives per ,q. t. �. Will,; . . . . Awnir - 25 pur sq . t . ae"i c . 1'.n. . one w. ;r"a loac,,Lr4, a ,-noted on drawing. Foundatiorwi I. Fountiation :sizes are baeed on a to+,al loo ' bearing, ::,oil prey urr, oP' -'000 lb,. por sq. "t . All fact fags �Iwtl.l bear on enginaer Fill. J. All footings Shall !ae a ainimusaof 2'0" :hvlew t lrwl er bAles ', f or 1'0" Mow eyiatirrg grada whichaver its lower. . All dlstur�ed 3vi1 shall. ",e removeu f rtarut uporat,I or, Irea footing excavation to prat- line6. ' };Ir'. Ce►ineretei 1. All concrete, e►hall deveelol) a minimax 26 day ladorator;, cured coalrr•essive cylinder strength oi. +ULk pat ! Concrete, forms, mixing, placing and curing :;hall <�orn•oroz, lrrr• `� to AC1 manual of c:oncrett Pr-ic-ti e. 197 wilt-lon and c �t 104.1v apectficatiorl,,. .. Concrete Reinforr.i Steely 1 -+ � All reiniorci.n� .._eel for ortrete shall .o:rt'onu to U.B.C. :standard.-, No- 26-4-7.; and ASPM A 615 grade -,k;. all we''+wd wire fabric :o i F1a11 o f oral t o A:�i'M Sys C i t i :a . o n A-185-70• All wive fa'.rri : shall be ,supplie(i and laved In t ( flat sheet.,- All t � reinforcing1 \ \ \ o.,,� �• 5t oel :;hall be detailed, fahricat.eu, arms l ` ` placed in accord ance with ACI detailing manual 1` -7 �\ \ A. All reinfocing teel hall Ix accurately and sa ur•el 1 � , ReinforcingehzA Ll not Sts gent o displaced Co t r is pia d r M convenionc_e of other traces unless approved ty the structural I \ � 1 erngirteer. ` \ \ K .. Miniata concrete cover from surfaceshall bei `\ \ rs S" ito bottom of footing. Carter o 7 slabL. on \ \ grade'. � U. Lal-, all barF a minimum of )6 diameters except sas otherwise aoted. Structural :Mewl and Miscallanttous irony 1. All titeel shall conform to ASTM A- 16-70a and to \ \ ft Standard No. z7-1-7). 2. ;,11 fabrication, erection a.vi identification of st.ru. ,- 1-1000 `-- ural ltoel ball conform to ATSC Specifi -ations anti R. [1_ \ \ Standard No. All weldirW, :,hall conform to AWS aper if:cations anti r \ \ itandard No. :''j-6-7.)• (a) All welder3 shh811 `se ,ertified unrie: Aws I f I / I -4*w '�,.j'�� ( •O' N Lr'� \ \ All meaberu .shall be Tonne-ted with semi-finished machine unlet shown on I)l.ans. Erecttonr r --; •,� �-- --- \ •� \ �,re-tion »hall be in a,--cordance with AISC Specifications. 1 i \ ng yamporarily braced until all framing Z Auilrii _;ball �'e ' � � \\ \ member are in place Knit belt;; have been tightened. High O m II \\ \ strength bolts shall `_,r tightenard turn past "Snub Poaltion". Machine �holt:' ,hall be tightened "Wrench Tight"/ Rat brat-Ing. 1 �' \` :hall !,e installed with a minimum net tension of 4000 lbt. 1.(:)0' anu . id irk r Hoot anti siding sheets shall confe-m to A.S '1 .q . A-9 and. .3hai.1 ^,e 26 gage galy. .;teal Py - Lit 000 '.. Fasrtloner Aon hall ',ta #14esel!'tappi r4r, carinium plated s( revs with neoprfine- .,ondud washer:,. 1 • w _ Fasten to supper+.ti at ,,a :h co c gat.ion. • I 'C1i{ F10- 'A)n -Iti e laps 18 0/ 01 r� r e Il t �'��fL 1 %/, ��' ;` ��f r�j', A •�:, ` enerssl i ,�ca-/"`� , A �1• �1, � jjep��, rc I '� i i r 'J�! i ' s j�.j�j i '� 1. eneral :ontra-tor shall 're ify all tLuacuslo ark; 4,,�`' / r . conc.i` .or inc n • \ / � /• � " ' ' �J��ii//!�'�'r ;;��'y //�', ,%, � � us (including opening;) with mechanical s.nci � Z ~ c. electrical drawings. G: �S x 2. :shop drawings shall be retlulrecl on reini'or:;ir>t� s'.del \ x I ,f', '� ' �• . , 4 �� i \� .and shall be reviewed prior to fabrication. i /\",/V of „rr•� ` `_ I A�// : /r' r/ ' �' , 'rf •� % I Z to (L,�• "�� - -- �1/.�� \ � ,� � cgs ��` t�� . : .,,� '��:�',�� 1, `,� � Z� ° 00 cr J � _ N CID I '2 �'' ' �'' I7» { t,l,cb Aim ( n � o ?■1 t (D LLI in /', •,.,."'.. • �r.Dry Gs` �C+.'�G. colic.. � , �, � � t i r " O01 'f rQ r � L.- lot-it '' {�I � _ _ 'q. .._.�, X' f'��r}� C....� �_ � - r r t • 'C.. r.}� - ~,!�1C.r t� �.. _. -. ., -y. A_. �D 171': a►n lCA1Z poi `+NSI-�ItJ�'aC7h.i C,��, � �7f� �►v, _ SHEEP -- ---- A. Man tAfC AP►.IF'"+.t[��U wAL(1["f1,N[[111M0 pUPPLt[1('D,POR'R_A11O 011[ .--_..-.___-_____ II1111Illllllllillllllll ! IIIIIIIIIIIIIIIII ' IIIIIIIIIIIIIIIIIIIIIII ' IIIIIIIIIIIII ,! 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NOTE: IF THIS MICROFILMED 1 !r1- �_ 4� - `' _) __. �• L_-_ �'� Jrr-I---f- �1�- 0� + DRAWING IS LESS CLEAR THAN a 1 1 1 G THIS NOTICE, IT IS DUF TO THE QUALITY OF THE ORMINAL — - - DRAW I NG. Z 9 Z G Z Z 4 Z Z £Z Z L L Z fit �i LI i i i i >v�i + t I i 1 i t 6 ;6 L 9 4 ► Q Z t ,r ho ii11111f111111111111111111111 I I III 11 III I >, � 1 1if111t11 III III 111 1111 IIII 111111111 III�IIII ( 1111111 111111 ,,IT II „111111 Illfllll lllifllll��, , illlllfllll 111111111 Ilil�llli III 11/11111 Illlftlll IIIIIilll�llllfllllllillfllll illi) I II I I IIII,Iilllll 11111111) IIIlfllll III11111111111 JUNE 19 9 0 REVISIONS By 1-7 - - '- - g WF I-7 w W �-W�1.�. 'L��G-I ' �� `�� ►ZDV � _ _ +' { � ,I \ � I IG 17 �`• � ,,Li. �1ll1 ({ ENS ''l�; ,L i.154 haa MLP- • � ( T � -- '� _ � ,� -_-_.. -- ,,, - _ � � � I , M � __ _ x ._�..___._•_._. _ --iii- _ �.._ - �, .I � " _`.�r-�.. p,� zz � Ps WF 17 \ It a t X74, I I II tL Pff-TAl G100F rl . ►tea �. _�► ___.,�,_ _.��- ._...,_.__�.__.__ -.--..- _._,__._..._ .,_____ _��. -.. p WF r7 Fa,► ,. c, GAP PL,.k (V� 5/2" _ - '�� U.+ PEI I <--) II ' -_ - I IL - --�--_ CID CD ► \ ( I I V ^x N O In { rd W 0 m on 40 Wr 17 % I WAL : Cy- _-� -, 1'G►� pF' FSU N P'{ 1 � I * DATE/ ._..._. lzo WA Joe SH IT I � I � CA lM C♦O!� MIfC-]YURLl!lNOIMtlRtNUO 6 fRPI'f![ rORttAND ORtCSU. - - --_- to wa / - �� rrwiwrw u.r. . t.Mw-Yy�y/r�.r••.rb+....�.-.. I ' I iliillilllilill Illlllllilili + +iililil �l �lili +lililililillli illlillllli � lli ililllillllll ii Illlillllll � I Illlill Illli i �II IiIII�IhI I�illli+il•a� l i Ilillli illll �i i�lllli illi � __,. ,... ` NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN --�- THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL t aRAwING. 6Y rJ��. { ,I l IIIIIIIII 1111111IIII,IIIIIIIIIIIiil,lM IIIIIIIIIIIIIlillllilIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIL.lIIIIIII�IIII NEU21990 : I RE /IS'^"jS ey 1 _ Ueolgn Critl�ria� ivd 1. Roof .... 15 lbe. per Wind .... U.B.C. Ba-- i. - 'r 1',, per 8•1 . +. , Seiauic 'J.A.C. .,once Ai + . arAuia loading as not,e,i on irawing6. Foundation6i I. Fouruiation ,12es are basad ',:, 4 total load be&r1r,#, soil preL•,ure w' _'U00 lbL,. por ,q. ft. All footirgs shill bear on eragiijesr fill. j. All footing.:.. ,hall be A mlz-, numof 2'O* below t final grtuleb or 1'0" ':�elow existing gra,iH whichever is lower. All dietur`od -roil shall A,, removed by hand upolrat ion '•rots footing excavation to neat. linea. pf? ':on+,rete 1. All concrete shall develop a minis um 2t•, day la}lorator, cured cospre-.wive cylinder strength of 40UJ psi �'.. Concrete, Foi:-m�, mixing, placing anci ,.:uriru9 ,hall cor►t'or•m M _ �'►'�' to ACI manual o.f oncreat t- Pract i -'e, ly'/ edit ion and l 'a �2o©i �� 1 �,tT.. i`'I ?_ i': 3 ' � . ,04•!` apeolflcatlond. Concrete Reinforcing Steel, 1. All reinforcing steel for :onrete shall conform to U.:3.C. Stan�lr�xd: No. 2(i-4-7� and ASTM A 51`, t=rade 4Q. All welded wire fabric ,;hail conform to ASTM Specification 1 ` A-1.85-70. All wire fabric shall be :supplied and layod in flat, she ets. J. All reinforcing :steel shall be , et placed in accord &nee with ACI detailing manual A. A. All rainfocing :,tee, :hall placed. a ac c,-,ratmly and ._;o :ure ly A. heinfor •lqg ;,ha- i not tie bent or diaplaco(j for the convenience of othor trade;; urileKr approved `.)y t.he � :•tru•.tural enginee+r. C. Minimum concrete cover from burface.i shall bei ` Y" + `" to bottom of f �1 \ \ \ ootinh;. renter of alaaa on ` / \ grade. t z L. Lao all bar:, a minLnum of ,b .iiae►et.ers except as0000, otherwise note(j. ' r.►"� \�� Structural Steal and Miscellaneous; irons Q 1. All :�tsel :shall Conform to ASTM A-)6-70a ami to U.B.C. �-- �- Standard No. 27-1-7j. \J `•� Z. All fabrication, erection, ami identification of struct - ural tru t-ural steel ihall conform to niSC Spec s"'i,;at.iont and ,l.B.C. J Standard No. J. All welding Shall conform to AWS SpeclficatloM and \. tt \ tandalyd No. �'-7-6-7�. (a) All welders shall be certifisd under AWS Spec . •O ei'� All members shall be conna�ted with semi-finished machine I ._. .._._.. _� ._ - --� ..�_�_ ._._-.__ _- - \ .;M�n on plans. ----'� bolt., uc•1es.. ` 1 Rrectioni i �1 �' ` G1rection shall be in accordance with AiSC Specifications. \1 Buildl-g shall be temporarily braced until all framing members re in place arki holt have been t,ighteneci. High strength bolts sh,L11 be tightened I turn pak:t "Snug Position". � e 1 ' 111 �� I I �►� I �``� ` \ Machine twits sh::ll be tightened "Wrench Tight"/ Rai. bracing - .c lt; jt'45- \ `�`, shall be installed with a minimum not tension of 4000 lbe,. hoof and 31dirig, Roof and siding sheet; shall onform to A.S.'I'.M. A-9 and 3hall be 26 gage ga1v. :,tee.l Fy - 42,000 psi. Fasteners ehall be #14 sel.ftapping cadn.luM latera screws with �(1 ' ;: �, I -1 — - _.__ _ \ p ♦ �`onciad ww3hert:_ Fasten to su P A neoprre:►e .! ! ;•�'�,!Nom;., 'rU � � pPort3 at 'aa :h, ,•or.ruga.•Ion. - I�. en 1 �n �•C �' t.K� �� 1 , / �• - - 1' �. Fes} �• r "tic lap,., 18 0/-. •�, i i; /{��/ �f✓/`�//��/r I \� low _ #�' i 7��,�(�. \ 1� .,/� / �r 17^"r'�('1' Our `�,'�'.7� A!'f � r811 /f /� i i • , _ ,.��,//, ` . 1. jene�ral contractor : fall verify all j imE ivaior aria / / v ` �\ i � �� /, .� fi' ,' , ,',•„ ', ',' •;' ,�' , f conditions (inch;dirk, op©nings) with mechanical and 14 10 c trical •w II ,� �� '•'1' ,fA� i�r � ', • � , � ! � \ draw inEs. r Shop drawsngs shall re re.iired on reinfor trig steel Kll j \\ and shall be reviewf!d prior to fabrication. ►;�',i '�-,,-'' IN l ` ;�,�:,, IjC►�; C j 40 q 4) Z OD +�/ i r'7"'c./�'�? _ 1/. \ -_ � �L fi�.t< 1 ba V�' �'�•' 4• �"S' ( \ 1, NI �1 0 Co 10 CSD •mac...-��+' `aA � 'VV ��? - X .�.ti K /, . 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