Loading...
7930 SW HUNZIKER ROAD-1 r -w. r------ I ' ° (®E 90sI GGYINER 3''L ory(� QL ACK rDA TI _CONI, PAD PRE -CAST GONG. r J5 ,.. •,M r I M Al"APART CONI. PIPE - -� A N GRA TING SECT/ON ?" - y 6 x 6^ l00o WIRE MESH_L - `#„�"I .,V.,., - a - - - - - - CATCH �A /N ��r �ENE2AL) PLAN vf -,.,CALF J/¢ 0••- - 5ECDON V, , S PL A S N_ . BLOCK BLAC'ICTOr 1 �`•� � W � SCALE - /�i =/ O t° i--- ,, '� ` • . �PROPOSEd : . P 0.4/L c. TP.ACK � W '' _ I c p I _ _ . l i� ata a 1 l 313 20' 1 ryE / 1Lr I461NEM/ WEST B//I� N29-O/'6 4.+ Nz 400 g° •46 . _ - �' 39B itt.f •✓��9- - ;��.�w. lay* + I i39 6 ./J 4° `L/NE Of NEW EAST BANK -- - - - .Z -17'dy • �, - .-.13 _. - j i47s 11a•l /I� w r4 - - -,-t4 � - - 11 _ --- - - - - - - - _ 2 ^ p r1 - - �_ /I�!' • tt.s - I AAMA OF ^CREEK - \ -_ • ISON./LL TRACK I1 ° I WrA 40.5 k b I�---- _t1-- -- --- --__ _ ,._, . ._.�_• .- -- - -- -. _ _ _ - ---- - of I „ X4441 144 l 14A1 �S,I I Ifr4 141' 'Ir 4 4�b a9lh I 149° �. 14�o s kP ` •� , ' I\N�. y 3 i 1 ¢,. . ro a rrc P v -� 6�.5 �rO � 3 ' _-- 2 aLr9CrrTOP h F(/TU/tE TRACK N.LG• I: %/ ) I 1 v II W .«.1:}x.1_:+.�...{u_ +._ I �. _.. -------•-----_.•-_ -. - ,T._. � /-.+.-++- -...-......_. ... --...... I it � II IUAI f K -_ `FIQ! WYDQANT ..� ..�.�.� METER I » W y o y M ! - _'" 0 2 HLALKTOP ILS ', i�- - - - -Ir - -- � � 6�9� X11 I � 148'1 lad 149 �K °" • II �1' I � II �� '� Ili \jC\?� ' r �- N}'1•. ,•i' I l I YY II •; f . . I .' �,, � t _ ��� r II o ,� 1�'" �G� V W 11 I " .. I li I `11_j r Z q %luh 1 H t r �- F I' � I � HOLE <•,� �unrp �• ' , ��; J it , ' 1 T -r- Q' II �) I � ` Q I oo•� ._.1 �h ra� CAS Cil �� � =0 v . NN',►, ' K - 1 C b • 3 \ / 5BAS/N q. °I 0� -r---- ' +I�` - t .16 14� : '¢� 1+1 149` N 48• ,,18 .•,�; +��' ,h i 2000 6AL. II N . .' r CONCrRET"E CURD •.----tr+ e STEEL ( O AL PARK/,VG LOT LiyEErS C3� f D" 1 -D.5. II 1i e 6 1 ° 49.; 1 - .. ,. ., . • . 1 �/�,E,i/ ►e. 111�, r � , , ., �� 11 /� 3 :� . 7o%B[.dCArrop ,:J� .6 � . i• � vl �i t I I I 2 3111 f S� 6 1 7 I , z-o .. �, ,� �` - --�- IA6" ,yi" tl' ,liar" I�� _ _-_• � _ r- ' .14G ._ ,.-. ,A1.° �jl}1-_ _ � � IT .. W IM r4�Z �4� ♦ - - - - - ^lIf 14 - __ _ � y ^sq t� r '• � 7 WALL `� _ w _/• w I /OVCJ RET4/N;VG '1 S I .. 1�, �- 1:4M 'a�• 1 L C&g Ar TUf1 "I:' FIR � tAN�M � j p LgT117 Y11 'r I IM�RSH�L tc BAstv 1/ o W v 4 I'� N ASF / E , !OFFICE II J► 1 x 5 B r a ,. o ,Q q o 0 4� n11v- a,a �j A� 4�t , R�. Iv a 1. 14� IA�1 Al l'`D' 9° U Ag5 + 144 491 - - �Ik9 -rt--- ;I � h I$ ,. j \ CCNOl710 q (] I N ll" nF'N!CVG Y I' I�J AcngOvA; . R ��yL 1 U.S. s. I I _ 'PN► 1 ^ i 1 �. okoll C'Nb A q (3 TAT NV APPppVAL OF 2DgULIQe. GI2A1 III \9 - - 4 R _ t of lI;1Y - a -I I'�i• 6 e' , , - _-, eLuu. _" ?-O R Y _G L12. 11 p ,a C 7-09 Y /�/ J6, � \ I � FA C T OR Y A540-6.1 � � - � � -� -�; �. 11 ter.. / r 1 U I 1- J eNu -s."...r,,.•, - - 1/4'. , U D U A E L. 16*.a,, II n jt-- 1EL. /SZ.-' ! FLQOR EL _ A 2' il6'•e3 " I d,.1J11. 1 it I. N i _ «y v _ __ - a:L1 - . - t+ - .x fes. I 1 I I I ' I - I a h h 1 k s 10. 1 i "" I R � �� ♦I 9 I r�,T' 1SI1 „ 1+!•' I•,49,E 11�? y //'✓ s'=� '\ t } .4 %''•1!'�►'�d•_8„a ts/4 _I - GLULA. 1� L _-_ - - 4 I 2 f 1 OD II I \ ,`S' \r��/\'aI 1 1 ti Ex/sr/Nc dwkiw WOD 'i � 2'-a•�fE1'-a' K 11,fi+'.-.- -z--•T ��eoa '�' {; �`1 A,�-i, ,,: �, _ QFF/GE � ; I • :�r `�I I r • , I 3'•9 6' 8' . 1% A7 �bLUMU _ It Pc�Nna ^r,��l ��- • r v Z I--4-`--d-"_y-�-�-�• [ 1�1• 4 w(Ri ' �) I II 1 ' oy / I /f✓ I ( , . FFF I .y r, I �. 6 9 ° 4 . / 9. 0 h k h h y ' ,1', �,,. xI � K .2'-8',c 6-8' " 1S/A' 4 WOOD w9 4A" Q Ih i 14e { _ ,�a - 4 c 1 r ` 14 15 S � � � l�j- ...�r�t�f- 1. L - -------- '� 1Oi, .. .w.r.......1....r. ..,t..y+.,..r..rri.r..ry...+►..K�..�,,.u..°rw�_ `' i f _b r 1 1" 2 \Jf9ap O II I) \ I `�� Y. •• _.yam ° / . �, KASS- i F 19 �'- t.kb�-a" . 1 4' 5 ALUU, 14 b r-�3_K 6'-!!" . I°Y." 2 w00p I ! I R.o. R D. III 6 �00D a II I s ADD / IDN ' r ' ---- ;9' �� b u h� I,b`. yh P Tr; {T 6 \000D 1 - --U- -� Y WOOD 19 _8_ 2'-8' .,6'-8* IYa' 2 v w0 ?0 b 2'•8'," 6'-b". 1'/a• 2 WgOD I I ,: , coivc. cuR s _24 b_ 2'-8" b'-!!". 1+/a' 2 WOOD w L$ b ?.'-8" 6' b" . 1 a4' 2 `uUDp „ ® 1 •` I V1 vi MA, - - 9 i L. .ITL. 7 /2 I �c^� (/ ! t 4 I !' . 1 C" L1911L - 1 1_ 12 0 y g \\ITLI on LAVAL � I� ^ v\ A; fatGO.S 1Y� d, ;I, `V11U _a WA L �11l�r s s/N " I h _ 1, y,°• , , li , f- - - u1 -- Ts - fj, I�z - _-s _ 1 • 1y�. i 141 29 1 r K 12.'-&* TIJ 7.90 L 30 t 14' o"ac 14'-C)" VI'u L1r7lOR1 1..1G7dL - _ ` \ r' , n 11 1 1 , --Lor Il• V yup H Roots " NEW STAIRS �C� • - - - - 12.-I" . 9'-I'' '1�1'Tta .DJOfI� �dIRTAL "c.! "s e D1 ®/VERT fhe /'Ali/NG �jwcw SCK roP 4 FL• EL. 152. dLACACTOp- fAwa Z, 2" ACA;TOP PAIS/N Gk ��j�% 2"COLoWX7-OP PAY/NG �.. 3YIr-15 3' /': 6' b". I+Y4' 1I WOAD 1 Ol♦EQHEAO SERVICE -' 6 ' 2' ;5•" -a• , 1�i4• 4 h1DDL E c. /s/ " p _- I ,6,r/sr 4,`r�4 i 1 190-AU4110N Ncx.NT1 w r f / 4 jo ; oil 4s5uOWN Z !•11 D F DRr� i -',n 1551 Pik f ,yA �y' l F 1�1r Ifs• _ Iy 16) . X1 _ 154 15 - 15t 5_ 4 �� Koch A , 7:4&! c) / _40 - - sac = -z =- _ - _ __ -b >r -_ �'�9°! - w - =i/ . .a, a ,pI P� GfUY /D,,v' /. •'' .3s�7- . t«- A / `' == - - - - � -� : : •o s m .,.v !.. s trail �. � a .. : -s. . c � " S (.- _. t� - hE H. I ury R. •�1' i /s/A! AS a'AL d ,1 I'°Se - - atu vuwcr!' - r%t PLATE -- A►�W !�r !!RAIN T/L E ® P r E x/sT A- EXid r t"77LE " - -----• - - . ---_.____ _ :• Y C A /• �L I .r_ 1 , 1- rY<fEP r.GEAR OF O ---- 21/Lrw RLT/I/N'Na ,wood ss" �+/arv` � - (/��J,__ r I 'A111�M • "_ _� O.... . - tNIRANCE TO Y) - ____-�- .. M P 1 1 ® New BLACXTOP PAl/NG - - r- -•^�- 1 ,y � � � -- '�•.°'/s���/LAGKTAP_©._.. - _ ._.._---- ;x�af,vovsr aoae� � � � ~ � I �_._. �...___. ,.�« OFFI< '• liBl_ hlTL \ 1W. ,!` BtACK TOP AN > SASC rtOCaC _ , WK4 A X90" CO A - _ a 1 +- G ROAD1116010.- A Ex rI N ..,• ^" , ////�- ' ".�"C+rLIf.�.flL S +/s.T7 �' + 1 ♦.fi + 1 4y { �vcxa a co fuu �j�► _ _ •� �.i__-•_+ _. 3„ J�`.x.' U�a. 1 AN 1 S CA L E Y,6'v / a* Re PIM Ir I L LOA • _ r �✓` - �, low, !, ~it r 71 _.... ...... .._,_ ._. ... _.....- -. _ - .. •.•... „ .... ._.... .,.. ..a.. + ,.",w"►.•4r•.wYR••..n.....-.....re.. -,�ws.w ,_..Www°.•rl...►..,»r."o.....�•«.�....�.-�.+.ir..+.�_-+.r..i..-..-. .•.�...tS:01i......_.r.�A4ilk.-p. ;'I 1111�11111111I11111f1{If111I1IlIII111I1111111I1111111IIIf1111I1I111�I1,11111�1111fIfI1I1111 I,IIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIf1IIIIlIIII,11111111111111111111111IIIIIIIIIr111111 ran! I nl l M II R1,1 I IMi( I 2 3 4 5 d 7 DRAW It, IS LES'. "LAR THAN 1611': NUI ICE, 11 I': nUL- TU 71 IHF r�l1Al1?Y t,r 11M URI(,INAI DRAWN(., OE 62 02 12 92 52 02 E2 22 12 02 of 9f LI 91 ,I bl EI 21 11 01 13 a 1 9 S b EI 2 13,818. 1,!IIIIIIIIIIIIIINh1nlHHIuRInnlNulnulnlllnfdulllUUllmInNINN6nIbn11u111ul1Iuu11ff1I1n11nulunuullnnluulllnlun ul ' ,IIIIiIIIIIIlI11tIIIIIIIIIIlI1IIlI1111IIIIlIIIIIIIIIIIfIII�UIIIIIIlIII11IIIIlIl111I1111I1111I111llIIIIIIIIIIIIII111111UIlIIIIlI1111IIfU111I1 APRIL 11f -1991 1 RE-BA/2 ANGNORS�1•I' ti 1T ` •. IV-0" • / 4l 4 ' TI .I / -OM4o" f-Or ' ¢ OT _ y0lof T -0' /2 Ul2/ Q` T'-0 4-,0% IV 0" ¢=0V• /2=0 4"O ' I f • B N (• ' C.l !'/PE VE104/ FLOOK // L G,/, '/PE G"C./• P/PE / ( 6•'C./,P/PE - _ _ _ . nd - - - - -- - • . _�� .- E -- - r� .. ._�_ - •:� t.�_- �' 18"•4102"0C!)Lx �,wD/ 1k1'=G0IP"A.N9E"Ln' - ' "/2O OK.DPANEL 2�-O x 9-o K.D.PANEL gp Cr( A20 "sAs✓ /2 0 4-D"5-ASN ABu✓E ✓w /2'o"xf'n 0 SASN ABOV ✓/12=0"x 4 0". ASN AOE //MRBE=O4 6T0 �tG7•'�/IDT�En'l PO�.L-d`P AAC[+a , "X ' , " ' ' ~i • J � Si9sN AQovE �` RE USE SASN jRE-VSE SAS// ! \ RE-I/..$E SASN /Tic-USE SASN »'112'0"x 4'o SASN ABovc �i 4 .�-./ ARUIfE UP Doo& FROM r RE'- 115E SASN ; m ® �RE- 1/SE SAS/✓ orPos/rE BAY I .fE-USE SAS</ �,�CE-G'SE SASN Tp THE. NOR TN t a i„x ✓f„ F,B. /NSERTEO �• pi r. r” • ,Q i FLI/6N W. TN SL`d ® ,PE-f/SE S^SN N ANO r/EO iO e� eA-es Q / � '; � I FOR GROUND/NcI :vEt D/NG /OTE IN i _ t. - MOI✓E G06R AND (�ROi//YU/NG /'( A'" ,t i•-- pi E4'+U/PMENT t / E'AAME t,eoM OAPOs/TE ( , I BA y I 1 J t $ /f, O" 2 �, 4 :Z4 t W� Q Q 0 p I t 4'6, I I 4�6" • ¢'G + • 4,6,„� t ��I / 01 cj V w I N \ a � . ��b 1 I 24"GRAf//Ty Roll/ENT ( �¢"CiRA! l/ENT 24"GRAv1rr Root !/ENT 24"GRAv/TY RUOF~IiF_NT / N • --5/<YL/6,//T OVER OVER EX/577/1VG Ck SEE `W) FACTORY AOa1TION 5 l✓L/GN Ol/E,e GRAG'tL �Y c E t- 7 3 /6irLfCciL.' QI 04 16,K 4. AUL. .QQ NOTE / � I FOAN/SN AND INSTALL j • A /VA-W 3!-0"- 7' O••x /11V$” I � //OLL OAv METAL DOoR � / I CANo FRAME - /rPE "O O NV I. G" e. L,/• P/PE AL-Il FLOOR SLOPE X19 ' %EX/ST/NG c* C•/. P/IE N I r t r.>. — — ,�•— — — -� — -� — — -- — — — — — — — — — — f, — --� -- —. C /, 40COL. /Bx o'ocol. I ® A!EiHOYE SASN �tL`-Mol E sA1tN / s " n / Tia CiELrIC - I A MO YE 54 SN /8 x 20"col L --- _ _ _ ♦ —.._ - - r- - - R. PANG - H ��eEMovt Ex/s r.-SAs// �,t IOVE SASN �'�` +-+ •I \ Ed/ST/NG WALL REMOVE Ek'%ST BLOCk / EXIST%NG 1✓IILL E r =r n9ffA51N aNtJ L3LOGK ® "IRUN �'/�E U.S /a q/y° SAS/✓ 3 //ZON Al D.s 3"IRON ,t.92 D.S. I 3 /,e nRA/N OvE2Lg� I RE�ovE A::,y /� 3"IRON 'IPE D.S REMOVE Ex/sr /Z-o ,eEMov[ /B'6"X /B' o" .� ® L � ROOF ORA/N O✓ER XM `� rAz -UP DOOR 4 n RGLL UP DOOR ANO ' KJOF O,QA/A/ OVE/c �eX18T11V© FA,CTO�� °RA/N OyE� ANO /NS TALL ,1 NEI✓ INSTALL /N NEW SOt/rN � SOUTH WALL OPPOS/TE 9'_.. 2D'-o" Zo' G~ —2G�D" -G~ Zo, o 20, 0 " 2nd D " 20-O ' 4' �. --• • I i FLOOR PLAN - FACTORY AODIRON S C A L E - %B /'- O " riLr ,_; - wAL L ,- I 0 ® mxt13T.INQ..--•. 40,T PART OF Irmo w. V 777 YB•CEM. ASd, BD • _ .4* SN/PLA40 c, , (� -------- -- I - �+ 3%L x 3 x Y4 ANGLE ( - 'Ix _ • �`�.._ 1).3: B. W/NOOK/ Cii A ;., r tt ,I� �I \ •'( W/ f'd x1 EARS �,�.. iZ x3 �\ ♦ -� f ..-1. I._ I I I � Ql I 7-R/P•L-G2/P ZxBi 1� /6 r 6 " RR R C /16 CArSTAL c'L - y _ T �L. - I I 1_ . // • - i �Z"5NEETROCK �,t,. •!O'!l¢"CN OT. F.B. CAST • I � _1. G L.W COMIC /N WALL W/TN ANC Noes " r 1,I HE D NOTCH ✓O/ST l I r I I ,' a .�.� i _i ! � U . .r• -- -_- IIK --- � ,CECU STEEL. /NIIUSTKlA 7 �; FR � r • 1F 7/i AME �> - - — • W/iVD[iWS- - . I M , - tMUL L/bN A3 3 • ' „ � TUIL E T ROOM EL EV,4 T/ON I A-_T--0117,51,E I/VALL _ I , ELFI%AT/ON 3 - SALE - /ysv./ D ' _SCALE �4" /' O " ( G CRYSTAL SHEET " I I 9=0" SILL ♦ . GAUL K//✓G j I 6•L.li: CONG', BL dGK / i' A• f • Ii"/9LYWOOD �'. � I - ��. �- ' j •' , `' w'; IL • I ao , . -._ : 6" 7-11.7 - JVP /<NOC,tc y' y /2-3% - -- ♦ Z=/OiB"i'f' 6•, Be-0 ," t° � 11 I KWG FD NT /N I . PANEL --2X4 /iERT/CAL P05r Ex1sr 0ETA/L - . A WA L L_SEC' /ON � FiII�NT ANO REA2 2'/D" 2' /a"• SCALE 3,v= 1! 011 A4 ��A /�� ` OFF/GE -�•, "�l '" DOO R F o LEG ,_:_ a SCALE 3"_ /- a'' A,3 /LE,T..5 FALL SETA/L p I Poll _ r SCALE - J2 fGLL S/.iE Ic II �. FLOOA \9 METAL _ .-� ._M ._ N @ DRAIN UI TO/L E I EDGE _ _ .-_ __- ':/-• P}T .t O I •'I ,I J I %7 /'L A 5 1/C 7-OR ; D`RAV by f:t N '4� uw _ ti _ !�°_f�A°u�s R•,r /i� W►tt 9h/l# -- REvts1 � - rt�Ayr AI��iv � K. ---s 3 K EDGE __; REv.�.TE ,ESC T I G W 113E ..._._..___......_w.___-- _._•_ _- ..��-- �� -=-- -- FLOOR PLAN- �C l'QR Y 8� . ---- - ♦ .L - g/ , �d '•116,19/_E BOL.rS 1 A • � a�� oiv cBLKreas �Z FAcrO2 Y SASH � ` IL O C�ICE AND FA cTOR Y 3,,'w V -- � I JrC/IlL� � yiL fl1LL. �y�t� © 1 0 A7 • ` I 2 1 4 _ F'♦ h'MI T NO. f39.1177.' .. , f7f` I , r �,� •< .---...,»...."..,".. ._....,.ws,,..__.-+. : te1M+MlMII�.«w:::ueKr. ,uv .sswg.M'n+Mxr�-rnaylllRl,leq, I /• t 1 t C '!I'I'I��II'1111I11'1'I'�'I'VIII'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII n IIIIIIIItIIIIIIII1fill) IIIII111IIIII111I111111111111111I1111111I1111111It111111IIIIIIIlI111'IIIIIIIIIIIIIIIIIII - 2 7 18 9 110 I I IQ NOTE: IF THIS MICROFILMED ..._._-----------_.--•_-------._.___.-_.._ . ---------_..... _.....___,.-.--_ DRAWING IS LESS CLEAR THAN ---" - - -- - -'--�` THIS NOTICE, IT IS DUE TO THE QUALITY 0/ THE ORIGINAI DRAWING. QE 6Z 6Z LZ 9Z SZ bZ EZ ZZ IZ OZ 61 FI L I 91 SI t- t-I 7.1 I I 01 6 9 L 9 S b E I�•'•" nl�unhn1�11nInulnuhnl�uNIONINUINII�H11111u�uI�I�III��IIIIIHIIINIInnInNIUNII111IIIN11111I0111111Ifm1Imill IIIhIII III IdiIlll:Ili I111111111I1IIIIIIUIIIIIIIIIlI1111IIL'IIIIIIIIIIIIIIII�IIulnulunlnNIIININIIIIIIIIIWrI111II111IIIIlIllIIIIUlI1UIIIIIIIIIIIIIIn ..APRIL 11 1991 /-'S EF e OPoy. Less Thorn 6'-0" l- 06 E, F Op„o. (o- '-0" Jr, /2'-O" /-"7E F O,ong. (�+er I t3.oyonA "F"'9 Eorh fnd I ADO/TION ® �• ' TYP R.�iNF A�OUNQ_D�/VG 5 _ Ex/sr/N& Ex/ sT/NCi � � FA NT r R ®NEW METAL 5/0/N6 EI , � f s ` 1 r T/L r- +- +-� - t-+--1- t + ; t t1 L + • / 80770AI �V- FTG CL./446.°' I ; WESTELiyATION - I. SCAL E XB t 5J<YLLGHT BEYOND � SKYC nISHT BEYOND -� -- FAINT 1 CORBEL FOR FuruRE P1/TURE-c:RA/YE .Bf.AM- _ ROOF 86AA/ 4 X 6 uo�Ns�naT 1 �RBEL FOR FUTURE 4 x Co DOWNSPOUT 4 x Co COkl VSPOUT 4x To 9O"1N5Pdt/T, r NOOO FOR GDoQ SEE [�i' SEE a St_"F SEE' f -� � I ZRANE BEAM Y� 18.'-4 1B-0 Mo?-OR- /ZED(ROLL. -UP GoOR- . 2 o'jr CIV- .__. 12-,oOv 6=0• /2=o~x Isla" I 12=0a8 /2-o,, f�• �o" j 12'0". 9-0" i �KC�B=O. C NG,kI.O. + R.E-L'SE EX I5T/Nt; I rnNs K.O. =14c-K.0, C4=-- K.O. >�K.O, CONIC, K G. I C4NG. K o ` le RoI.L UP DOOR } ¢ PAN'CL I PANEL PANS- -- II PANtL PA/vEL I IPA IV 1 PANEL PANES REUSE EX/ST/NCs I !I J � , _._ r - _1_ _ _� '.- ,-J_--ti r-_+_��..� t— --1-- -ti r-__ -1 r- --, - `�- - -- r — -•'-- `_ .i.- 1 r 60TTO,t-I Gr FrGJ. 4 01 SOUTH -lLKYATJC3ht i!.-,,,,U 8 /#DQITt�Lilit T YPI CA CORN ICF co ' 1PED 5L/- ✓o/NT AT SPL/cE 2G GA. QALY /,QON a . r S I z X�s PLT .a Nc/IOR i T ZD (5,9, CL/P.f tR 9D~ ii 20 GA,CL/PSL 3C7" •<:F n :h IKG 'BOLTS S O" t 1 �e�x G" BOL Ts I� S'o'" �, SN/FLAP o_ / YAR/ACLS P/TGN . ��} ;Q ZX G da 2f" f - T jANT STR/P L'•1/T,c kti'T w: ;rs� •� , "• ,1 �,4RA?y ROOF/NG Of To rN/S /'DINT �XYLIGH.T CiEY1JIt�- ' NG E A'T SC �� "� � '� •'• , 1'1 � [/PPER - �-- ..�'1 VARIABLE CANT ----- _ -`- 'RUD iNG 0 k-2` PECKING / • L � /YEfY META% 5/O NG v w - ROOF` CA N T A T N/G��POI N 7- 5 T/LT-UP �:��NC2ETE -,i9 - 2.~P/L�ASTER P '�/. �- SCALE - /,4"_ /'-ON ° CC>��NE N �rf/ALL - 11/AREh�O SE ¢x6 6ALl� IRON _ SCALE- /�s /= o " tzE usE DOOR • �• - /�RC/M SAYN/ . - EX/ST/NG FLAS/iIB G �' �o o •0. ':r• � dE w 3 x y U. ,WADE R JDA DR o9/N • Q M.M, DOOR FR 1 . W- 3263 w1 EXT ✓T ,EX/S T. ROOF __ •Q•• 3x3XYf•L L_ L_ gooFING OWNS oL/T -- ry PR/NTP , -- SPLAS MALOCK J I - - + - - - - + R OE��t. __-.-�' - EX1ST ROIL.& DEC 3 DOUINS/0007- 1-O SPL y8 L OCK af 0 - EXIST, IuAL.L j� SraIfASSW1Mli11 -� Q-2/ PAc S 41MIT - t ' D - •' ��'-1/1 DN WN !IY 14 - -— `__ _ _ -AA� � .�-=o-u R/CY/fEA .FOR_f%►ct�y�o�iil R•t. I �'' 3''G./• r ��• OBEfT 1 f..!1 -�F�==� °'11 I -- -- - - l,Y !✓NS�'n ��•e�6/1/ te � .. i At p U �. AS7 IRON 1 I - / D C PO�Tl11 OI7i�. _ (/moi'/� �/+�•' /) a �//� PnQ ••�(� . �oNoucTpR sHoe� -•-�-�•-• WHERE GONIVF.GTED__�_ n L _ __ _.._ -�I C /� �A `' /� r!/ a r �`` -Ji�� 4� �� I I/a•'ll �Ml�/'7�7 V C11I•r r/6440-1 ON & VA T/ON N� ROOF D RA I N __j0_L_ - _1 -7 E G ,�0F - 4-_E4 0A -9 ;���ate,F-._.L�__ OPPo 5 l T E) a)'Yl _�GUPPER. f AE I li.l1f'i I ( IUC1. „ ,_�„ .gra- -•__.__-----_ _.__ I '�III111IIIIIIIIIIIIIIIIIIIrI!I!Irlllll!III!IIIIIIIIIiIlI111I111I11!II n I11!IIII�IIII!IIIIIIIIIII!I!III�IIIIIII!IIIIIIIIIIIII!It�IIlI111I111IIIrIIIlI111IIItIIIIlI111I!IIIIIIIIIIIII!Irlllrlr�l!I � m)TE: IF THIS MICROFILMED 2 3 a 5 6 7 9 10 ! I 12 r-M7 7177 -TT _71� P,t 0 DRAW IN, IS LESS CLEAR THAN THIS NOTICE, I1 IS DUE TO Il* QUALITY OF THE ORIGINAL - DRAWING. OE 6Z 87 /2 97 �,7 b? 7 77 17 07 61 $31 LI 91 St bl f 1 7.4 11 of G 9 1 9 SI nfIIIIIIII,III itIIIIIIIIIIIIIItIInI1I'IIIIIIIIIIifIIIIfIII IIII nuluu1Iurin1JiIII IIIIIIIII IIIII III Wit ifIII 11111,11111111111III,IIIIIII11111111 Ili IILII►IIIIIIIIIIII IIIII ItIII IIIIIIIIIIIIIIIIIIIIIn11111111111101111111111111:11[11111I1111IliiihIl111111liiiiliiiili111I1H!II11111111111 11111 APRIL 11 1991 , /4¢0B5CURE WIRE GL. t_, l ,t GABLE END 1 • ROLLING OLaO¢ W/LSDN A 1D09 1+`p WALL PANEL A�rE DILA 11 Ast CHAMFER RAIN PROOF j 4a.3� B« . 6, FEMME /iA111 Ar C.AP I 1 ♦ SDIJTN PCG!/RJ/N z•3" aNE ear aA1L� 2 2Ardf r - -- - — --T - I V� _ BASE FLASH/NG BRE foil R 7- Y " K L.ASf//NCi 1 c E HA USYER- MADE! f-24 *,V(z /S,/ LE I l i I OBSCURE W/RE GLASS GA�L. L----L– AID ` w/tsaw ` SELF SUPPORT/NG rYPE R/OGE `\�\ — _�- �–_._� ON "� f t I ;11ILTdYR O/LKATEU —=--� Cat. BEY L _ ,.� W vN/r No, s-16o /N I I CONT. 2,rB .yEA'DER�` h1 2x6 TE G DECK G _ - - .\N. �o r • , /- WEEP NOL ES ,� R OUf/NG 3 x 3{GAN %�. '�`. 2�s�� GROONE - - --- ' -- BASE (LASH/NG f I ` GRti 0 E 6o-D OR 8-O t- I t- « i " �WQN SEE PLAN • .p SCALE -O Roof,AIG 3e" ' _ F_ LEVA TION SECTION l I , I rEG DECK - • It -- _ 4 RO-O� VEAL A TOR TA I L ' 4 3K� �¢ L AT 6/LL ..SCALE - /may=J/=..Q♦' ! / --- -- c ' n `.o -�� o .. PURL/N `` -- F=- ? • ' `� , MCHORSC° R C0401+1N CORBEL o ' t I A/c:TE PRa`fUE CLOS/NG JAMPE,eS �'iv 1 r ° �. ° • r 11 ACG ROOF ASR EXNAUSTE,tS �� I '� r- '- 1 I •d SECTION 1 _ _� _• ii-I Ih �•�i" < e , ., 1. � '•/t ;-��•• I t , n., L,• 1 1 rp / VI O A_ YL 1 (51-17- _D E TA l L 5_ SLOPE eraGA.GALV l2ON=PAfNT ¢CRANE RA/L I .� ,SCALE .3" � /1 - 0& CRANE BEAti/ ELAN N r_,_ Of/ER - .1 SCALE--yo 0~ _3L UPRE Iq S - -- • t SYf OPEN111/C, �,v/orf/ 'C D OWN- v► , —z- . - P�us�-_ xEq. JAMB DE A IL A � - I SCALE -.3 - /� D" •. •`1- �' -� '":�w ` + FAC TO R Y F1 Al SHED ' T Y P1 C A L �2 OLt L l NG D OO R DE TA /L S - • X14 P���,N ,a °)ROLLING STEEL DOOR _� SMI T H WA L L �4 2xto owe 2xB r�G DECK/NG , I • � I IZSF-TREAI�Q PLTS. - -- .-. -__ _ --- --- .¢ x /¢ WOOD PURL/N GL�L�IM I - �q„�GYw000 w/ /!7777777- - . - - -- --GL/JELAM BEAM I I � .SxY"WiT_._SEY-AIMAD. p I { b: ' ^'rOP OF CKANE Re!/L •� /GONCkETE Cf�ANE 8E4,44 LVEST WALL QoTTON CRANE BEAM ; 17wgr,6 PANEL t .,... 20 O - .. 20� O avow ,Sr.STUDS .O TOR-1- IF-U�E OWNERS '.NEW -- I I •� i IZ'xq ROLL-UP STAIRWAY _D002 - - 3r -piLAsrE 2 UNIM sift. MMIMMAEVIV pit 11 1 –_"CONGRETB FL 00.4 SLAB , 3x 3x/t L ow �, I b 777.- 01 'a b ZI1MP,4C TE D F/t L ---- - c Z"BL Ac;KTOP i SKYL/GHr � i G _< Lu / ' .IDE pA1NT PLASH/NG r 3 PLY MIN SGRFA ED ..�• I2 ` _. IC.9P OVEfZ N�'o00, S/0EG, Al u. 2x(e OR 2xQ riG DECKING ` O G F 33 - NG VAR/AQLE CANT e fI-A/Nr F:•ASN/NG - a 1 SILL 1N L - - - - --+ N AI. E f G:VELAM BEAM Na w URA/NS La D•5. LOCATIONS ♦ Z� GA, 6ALl! /RDHPOW FL ASN/h'G Irk:-T.s.�..`lJ:� •' _ -„�,.�_ --- - -- , .�. -. . - .----_ --- � �t. - -----_ I �lr_-Z"uw. . 1 r-affix' s_ ►cru i - , ..4 - - - -- ----- _ 1O roN AR 1,06E CRANE P ••'�, 3 Ox 7 0 N,A•- • / _-_ .____ -'_-_- C.0'- Q„ .._ _ .._r.... __.-. 11 ` � 'o FRAME �� v \ II + P y E_X I S_T ING G �jy • •• �• ” i i L-X/STING .._ — . _. __..__..__. _ --_-. _ --+---... _ U • SLEEVE fie` t" F j HAKE -t SCALE/WORM � _��_. a���� ft >” /fat"Nom.sro. wr pI�F - __ T yP/cAL Ae�e rimer ►.:_ Ilr: • � fLA1E nrly t,I nEar� O _ NY To REPLACE Exfsr. I —� >�ONS E D�TAIL.S-� , \. r�fw r41.1- ---•- - STEEL � "" .:4 F ICE AND % FACT .Y M I \ _�R COE 44ANUFACr1 6- Cb ` jt" CDiVCRE TE SLAIN I '� I ti, .tel_.-._ C .p. . ----T.�'f" .�. `p—._ _._.--_ ► - —e .___...v-_--,_ . --- -- r. `«�'. ,• • '.b.. :.i. :�: «i ,yl '1: ..�y. +.• 1 ,4. 1 1 �.� .,tl•' ! ,51 • • h GRAVEL I , 1 F �� OF i I 11► .al► � 1 � ,. ,, ': � I } I � .� ,wit � � �;al►Ic}. •'; •v ,. '' ..e.Mwc*-'^•p.:r. � I,:, •a.-:1, -. �;^'k�Q1PY, ^'x"�PI!.Yr'�.k'4�+flt.: '^',7QJk•. qq r.:M vrn•n,* ...,-.h, -. . •.., . :+ren �11III,I111Jill i1111111I1IIIIIlI11 Ilyllll!Itll�III p 1111111!I!I!yj11fi,III`11,I11!11y1IIyllly y,111,�,ill,llilyl`lyflly,l,yl�!Illlyl�,!al�l►�I!111!;111111y1111111111I4yllllll11111y111111111 w I I' I II 2 3 4 5 F 7 8 6 I0 II 12 NOTE: IF THIS M ICROF I I MEi ►_ _ __-----..___.-._._ _ - --_.._- - -„ _ _ __ -------------- - —^-.. , DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE To 7T THE QUALITY OF THE ORIGINAi DRAWING, OE 62 9: L2 9,7 S7 t? E2 22 17. 02 61 BI I1 9141 SI t7`I f1{1 ZI 11 01 61` 19 L 19 5{{ ,r r IE 12 11`"•"" d!I�IIIIIIIIIIIINIIIIIn,11,uIINI111nI�HHII111�IIHIIIll�nuluD�nululllulllllll�lllllllll�llllllllllll;IIII�I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIlI111lIIIIIIIIIIIIIII1111lIIIIIIII!LII,:I�IIIIIII!I�Illlllllillllllllll�ulll%.N�IIIIIIIIIIIIIIIIIIIUIWIIII�IIIIIIIIIUINIIIII1111111111l1�IIIIH APRIL 111991 �' IEih ZF NIEUYWP 2UP -Z'-o Tgyp O pL FAt-tw @_US CCINNEC( F_AIST:N4 PLUfq•IN 13KF.AK.F.R 4 D15Gvp4NEGT SWITCH FOR 1 . S12E NEUTRAL UI' ,Z R Th IAwc v- , l'PO N To RF{.GGATF_V 1 HP 488 V 34 oVERF%FhP Gaon GOWNEGTIGAI TO I IAGH Gc,I•�,MN . PQc�VIT7F. ROD HANCaER, Sul'F'C>Rj: FKUM • SVZ"C STUlS OUT GP.ANF. RiF.AM 15P-[WEE.N COLUMAIZ. SEL R15F.T4 MOTOW, 4 Go1,TRaL Wit= IGF IN Ting WO K., VFRIF'f ExA.Ir W MIN 6 CAP T',fF' CAI_ '+F 0PPC',51TF_ ,HALL l.C)c:ATl01l OP DISCON►_IEGT 5W,TC1j. ,� � ` i- - `-, i RP. Lvc•ATPD FL.C�QI7LiGNT 00 AK r_- 3- ZSo MCM IG I - Iw NES'{' Mg.b P-5 4 L• � CX _NIT HF.ATRW FAN, (Al GL G•) F.AGH r/; HP F2Uv. UNITHF-MEW( nt / UN-IT HEATf u pT GL�� y3 SELrJW FAG100.`( F LUIS r y9 HP 12ov / I uNJ 1-IEATr R ,AT �Lca i / UNIT NE ATGGL FANS(AT G 12. I lca;I ,N HA-P- pi- pC4(LW I/g HP IZuV. I ( EAGM /3HP 12") V. ,,1- 18.0 - FAGfhRY r6UIL1711.1�., AD171 TION I ,I . , .X- M-9 +ir,Jr'xafer; M-9 IQ-II- M 7-r- QO`, i� OYP 4-1) _ LL ME- P\L HALIDE, i %�• DI$j. PANCL IoW WITH 77 ✓ - r r- 8 9. n / - 1Yi'IC -4r►4 E'rAl-lA`�1 XTU K E 4 c 3 r 8 fYPEg H 1O f ,4 7H P. - :� ; 4aly-fr1A17 oR EQUAL. I Ph'OVIDE CISGvNNF.Gf SW11[.H VP faF: O• � JGT AF_ Z,C)X AT GRNTf�Ut-L,l;( UGt PSt•',iT cRANF_. 15 NP Hol•_,r , 5 HP 4 1 HP TRAVEL, . ALL. 48OV. -.\ 34 V�71(IIJG VROW JG80C T• x. TO Fitt, r. S M-1-'l. 3. ^ �i i h u -� M � � a n 1 F' 4. ^.� P- I Z-3. , ._.-- � Il - •Hrr�_ y b rr� ( �.� FR., NU L-IG LhGATG EXMSTIWG pig Mrd EM[�VR' _-Q7i�- -..f}� t• _� � o PkF,{.L F✓1 j" L-P_ - REMCh/E EA SI,W" el-OC. IN PiRp-A✓,"-K- DISGpNNEGT SWITCH ASSU,,IATEV 04MIM'a ;:012. 1 HP 9.60 V. Sr OVZAk " E�XlST1NG FAGYOR.`f i� V .JGDiNG s DnOR . FiRrrrr.Ir.,F,GT At New �oc:ATCUN . Enll,TING MAIN p1srK15uT,ON - - f ANR.L• SP_F RISER D11\GP.AM ; i ' iI F L l l I/ L. f, �.V.____-1- _ F , l 1 Y �J U ► l�, D i N01 CI r Q t- 3%z"c 3-35c MCM T/{w j CONPU1T Jr OUTt_F.TS ON rxlSTIW4- WALL- 4 NF_W EXT!`.KjoV it /-ISOMCMTHN/ rN EACH WALLS TILT-Ufa :ONSTKUCTION ) TO 131- SURFAGF• Mc)"Te•P. 4/O CU TO PdLE i�ROv/DE H. O. RAG/F'S EOR 3GOG � PUCE fROV/OE E CONNECT C0,0Pre SP.4.N APPROX /Oo ' y { ::cr, •u: EX{STsNU MAINDISTRIBUTIbN PANELA� ( _ • i 225 22'x ) - S eAGE PROVIDE B;tLAKER IN F_KIST,NC. - - T 2zSA 277- g9c v Bvs :ucr %t NEvT, . SPACE UN NAA11V FSUS. i v _u3 C• ,0,1}GMTN t r I � � 70 1 4 - 225A � �� � `.• � r 0/� �4 P,PAC-F- BREAKLIZ 15,Ub-R IN [KISTING lJ�� iV iV _C E 1) Llll \DS S[�Ar_F_ Oki ✓UD'pUJ v NNIS AGDITION� NW I /7oA •a�+,�-�� � '. . Lttax HIING 17. 0 KW cIZ I I /b0A �PAc:E� P E�.F_f' i�cLF_5 5. 0 KW - - - -- -- .PNL`L'.Z77-ffcV PNL P C)'VV F P /G.4 N W rj Z 3nR 3 Pir• ��-• .NE�r! D/ST;F/BUT/c�N PANEL J I, L �'TYp1CAL J J flAilGGE G.2AWC Z77- i�B o v 3 4 WIRE Y ( PRCJv I OF lO-I P- I"�P�OV I OE IV, I F- I' '20A F3KR'a 6 12' I ,^_DA e*As'6 I2- I ' 1 I ?tf, A1DVr_ ME. I'tRS , �- TS / I, SPACES. I Ir504cm!" P= TS AM0 Bus PRESENT- I , , I ! MA/N O/•sT../t3c./T;ow TNR �� '�O AMP 3P 1'LUCa-IN PSKEF\KER• j j Z I`'RCt1 SE.R;''l,CG GQNDUG70RS _�� ____ _.� + �F ', �' TO � l A%N _ , 1 �Z.,c. 4 N' t- Li __F , P G E O. T ) P1Vc�v/DE t h/Cq K 'A Ly 2P S4"c. 2 N°10�. ZP N INCLUD65 3 SPAp.ES) - -► �; - 20A,.I P G-20 A 1 P (INGLUVES 2. SI°ARE S� IQ 0j PRIMARY 0121,i T48AOIrV. C1`M[:K C Q Q � A 5 - BUILF R DIA 67RAM SF-CONPAIVe IzU/240 V. 14, p= 7i Q -- - -._.___. ,. -- - _ -- -- ... -----1p -- - - - - - r LOGATF. AVJAGF.tI r T() PANGL.$ j$.- 'IN to .r IY rr „ PA�'4 'I41 ;ZD-ZfOI P/VL 1?lE4•aAY. v 2c 2� W - 7 � T�O Y ..� T Yf%//` E Y irw- �:7A IP N Ur N o .s c �v c E E 9•- I P'SPACES g to - I F�PAC,� zti CL to I 1 M P os IL /'l l_ INGLUDBS 5 SPARES) 14 -ZOA -1 P( ~ W� //•.� •_� I 14- 2UA -IP I ZZ-27.09 V{SE0 LI~ jfv'Cj 5.F � ,y /_/S B! /•O CsIgNQiE /99�AOIa/rivn /1. k --- 20-,r_- qS_ T" -�' a-zo••�i �Ipfl E. L EC TR/CA - - (TIlA',7 K: 111 � ♦. � / / V. ? ,i�+� ..� I �__. W Off/ CE AND FA C TOIL Y a t• �,r. N tl 4d G A L.E. DFS R�`� NS IO►�l'5 -6 L_ICj HT I W,G� FoR CO E M.�NG�FA C TU1�/NCS CO.t.►c HTIN61 C,IF CdIT-5 NOT'F-G v 0 /. i Columbis Consulting Engineers 10,10. Y '' / � E' RQ rWl 100 1011riA11D, 011. Y7t+W IRIg1 ^' r .,,::r,,,;,..e;,piw...... _-....,"e.p�_. .....:.w�r,.Aue.:.-.. _:-.., :....;e.... ha•,- -. :.- -..j+t� ..KJ�Y��ov�...:�...T._._.a.,v �...w+.......... - .....,a..»,.,, ' -��r n, +MlMliu.••+M�1�"c_...Wa.,OR.rw...ww.�,n,..�.u..n.r..,..w,.weFurw.. :rrq,-.*.w. , , i IIIIIFIIIIIIIIIFIIIIIFIIIIIIIIIIIFIFIFIIIiI111IIIlIIIIIIIlI111I111IF1'IIIIIIII�IIIIIIFIFIIIII IIIIIIII�111IIIII11111IIIIIIIIIFIIIIIItII1111111I1111111IIlIIIIlI111IIIFIFIIIIIIIIIIIFI1fIIFll11 _. .. _. NOTE; 11 THISMICROFILMLE, 1 2 3 4 5 6 i 8 9 10 11 12 DRAWING IS LESS CLEAR THAN --- -------- ----- _ THIS NOTICE, 11 IS nUE TU _z THF QUALITY OF IK ORIGINAI DRAW ING• OF 6 H ! 9r S2 1:12 EZ 22 1 02 61 81 LI 91 SI t7i F I 21 I I 01 6 9 1 9 S b I I"•+'^ ,uIIIII11nHIunlnnlnulunl11111HIIlOIIIIIUINHIHnInHIII,rlllllllrll�l'lllnu�lllIIIIIIIIIIIIIIIIIIIIIIIInIIIHIID,IIIA,IIIIIIIIIIIIIIIIIIII;�IIIIIIEIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIEIIlI11tII1111111nIHUIIIIIIIIIIIIIIlII111IIIliE.'IuIIIIlI111rIIIIIIIIIIIIIIlIll1111111 .APRIL 1991 STEEL—JOISTS: W ALL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD Ir111{K i�fcA�1�s x,51 ICa Y 1 .3 �,'rs.IL TT GENERAL STRUCTURAL NOTES SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. ALI WELDING W APPLIES UNLESS NOTED OTHERWISE ON DRAWINGS PER AMERICAN WELDING SOCIETY (AWS) STANDARDS . rJMPLIANCE cl.. C-0 w6IL • , WITH AWS STANDARDS MAY BE WATVL'D IF ALL. WELDS APE INSPECTED LLT1 I- � WIiVd� -.\ �.! ' BY AN INDEPENDENT TESTING LAB. aal _ LL 1985 EDITION OF THE UNIFORM BUILDING CODE II -1 _ ,fir a6 �T�IL' 7 -OIL _ Z00% F JOIST SIZES INDICATED ON PLANS ARE MINIMUMS. JOIST 51 --�- �1'LI�Ly•'2 C OrfN � mum tiANUFAICTUI,ER SHALL DESIGN AND SUBMIT CALCULATIONS BY A CIVIL �' ( 1 tlb I� OR STRUCIT(RAL, ENGINEER kEGISTERED IN THE STATE OF OREGON FOR � J ROOF LIVE LOAD - 25 PSF ALL JOISTS EXCEPTPARALLEL CHORD JOISTS WITH UNIFORM IAADfi _ IN WA6. ,. I ROOF DEAD LOAD - 1!5 PSF AND CONTINUOUSLY SUPPORTED COMPRESSION CHORDS . CALCULATIONS 1 FLOOR LIVE LOAp SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. LIVE LOAD u- IN 50 PST•' (REDUCIBLE) DEFLECTIONS SHALL. BE LIM! TED TO SPAN/3160. TOTAL LOAD _ FLOOR DEAD LOAD AT MEZZANINE - So PSF (INCLUDES 20 PSF DEFLECTIONS SHALL BE LIMITED 7V) SPAN/240. ALL JOISTS AND L to k IS.S PARTITION LOAD) J r' WIND LOADS: JOIST GIRDERS SHALL BE CAMBERED FOR THE DESIGN DEAD LOAD. 5'f2 i►.I MANUFACTURER SHALT. ADD ADDI' l:ONAL WEB MEMBERS AS REQUIRED 40 � b BASIC MND SPEED - 8n MPH EXPOSURE TYPE B (Ce - 0.8, ACCORDINGLY, BLYT' SHALL NOT AND ADJUST CHORD AND WE13 SIZES AD - IMPORTANCE FACTOR = 1. . 0 ALTER DEPTH OF JOISTS . MANUFACTURER SHALL DESIGN AND SUBMIT — SEISMIC ZONE II (Z -0. 375, I - 1. 0) CALCULATIONS FOR ALL JOIST SHOES WHERE BEARING LENGTH IS LESS THAN 3" FOR H SERTE'S JOISTS. FrIA ...S2 s3/d GLKL►' � tZ l CONTRACTOR SHALL SUBMTP SHOP DRAWINGS AND CALCULATIONS FOR _ ._. a E,'fi►�Q V A•r0 t5 SPREAD FOOTINGSSHALL BEAR ON FIRM, UNDISTURBED SOIL. SEE REVIEW PRIOR TO MANUFACTURE. ALL STEEL JOISTS AND JOIST' � �• � GIRDERS LOCATED AT THE FRAMED FLOORS SHALL BE DESIGNED, I DETAILS FOR BOTTOM OF FOOTING ELEVATION. DESIGN SOIL BEARING VALUE 1500 PSF. FABRICATED AND ERECTED IN ACCORDANCE WITH U. L. #N736. I I II I CONCRETES ALL CONCIvNTRATED LOADS TO STEEL JOISTS SHALL OCCUR WITHIN 611 5 „ OF A PANEL POINT. S -�-- ?� 3 x3 x 1�4M -6/P 691 ALL CONCRETE SHALL BE PLANT MIXED PER ASTM C-94 . 5 SACK tip t � ~' (- WHERE CROSS BRIDGING INTERFERES WITH MECHANICAL .+A rJ l7 QA IL hl o'I �� �k1�ow I Ll�NOINt, FQAMI�v MINIMUM CEMENT CONTENT) . INSTALLATIONS, REMOVE THIS CROSS BRIDGING AFTER RO,-,. /FLOOR _ MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH _ b�W� �O� G✓AI�I,�� I Z 3 , 000 PSI . IS IN PLACE AND REPLACE WITH HORIZONTAL ANGLES 2" X 2'' X MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED. MAXIMUM SLUMP 3/16" AT TOP AND BOTTOM CHORDS. _SEE 0.2[.11 7(Z.LcW1l�l( 51 , 4 1/2" . WOOD: REINF_ C,ING- SAWN LUMBER: b� Li:.' s, �r4►JOtt�Ga nlo'f�vl�a�/rl �;'fr.1r _s-fo-4 (a r. ASTIR A615 (Fy = 60 KSI) DEFORME►_� BARS FOR ALL BARS EXCEPT FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE r-- FD2 c.t,►►�I�1'(� ''� gEy,.,,,1d ; t TIES AND STIRRUPS. ASTM A615 (Fy - 40 KSI) DEFORMED BARS FOR GRADING RULES OF THE WESTERN WOOD PRODUCTS ALL SAWN LU OR II ALL TIES AND STIRRUPS. WELDED WIRE FABRIC PER ASTM A185, THE WEST COAST LUMBER INSPEhTIONS BUREAU. ALL SAWN LUMBER MIRE PER ASTM A82 . NO TACK WELDING OF REINFORCING BARS SHALL BB STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER ALLONED WITHOUT PRIOR REVIEW OF PROCEDURE WITH STRUCTURAL GRADING AGENCY. ALL LUMBER SHALL BE DOUGLAS FIR #1 . ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY. � 4" Mlr�l. CLEAR CONCRETE COVERAGES AS FOLLOWS: GLULAM BEAMS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH----3" GLUTAM BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: EXPOSED TO EARTH OR WEATHER Fb - 2,400 PSI, FV - 155, FC (PERPENDICULAR) - 450 PSI, E #6 AND LARGER----------- ,/4" 0 'f�2LL 2kDvf �1 � ____..___2n 1,700,000 PSI. ALL SEAMS SHALL $E FABRICATED USING ___ 3 #5 AND SMALLLR---------------------- --------1 1/2" WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST AZT[ �/u. � Z �� �M �T'EES ST�14 5Tr2►NV4R COLUMNS (TO TTESj -----------------•----------_-----1 1/2" AND WCLA STANDARDS. BEAMS TO BEAR RITC STAMP ANU BEAMS (TO STIRRUPS) ---------------___________._-__1 1/2" CERTIFICATE AND GRADE STAMP. CAMBER AS SHOWN ON DRAWINGS. I O� STQI►�1C,F:(2. P)E-fOn1D _ sld GI�F.GI4g4gG 6 fC9 - ALL OTHER PER LATEST EDITION OF 11[1 318 � WOOD DECK: nd L I? SPLICES I N CONCRETE; \ A 3 NOMINAL 2 X 6 DECKING. TONGUE AND GROOVE TYPE. MINIMUM Fb [.ENTf.12 I�JGi� Pl-A�•(E li 3 3 r 4 UN]L.F:SS NOTED OTHERw'ZSE, LAP SPLICES IN CONCRETE BEAMS, WALLS - 2 ,000 PSI. MININU14 E - 1 , 800, 000 PSI. INSTALL WITH AND SLABS SHALL BE CLASS "B" TENSION LAP SPLICES AND LAP TONGUES UP-SLOPE. ATTACH PLANKS AT EACH SUPPORT WITH 16d5'(iZI�IL�1L• c3EY01.lO A raft � SPLICES IN CONCRETE COLiJIrQdS SHALL BE STANDARD COMPRESSION " LAP SPLICES PER LATEST EDITION OF ACI AND 2 #14 X 3 1/2 LONG PHILLIPS-HEAD MACHINE SCREW. I 3J4^I �4ca ap(,'f 1OWM . I." Q / .18 . STAGGER DRIJ.L PILOT HOLE.i AS REQUIRED TO AVOID SPLITTING. DECK -r-L--- -rgoI M o ALTERNATE SPLICES A MINIMU11 OF ONE LAP LENGTH. LAPS IN SHALL BE INSTALLED AS A 2-SPAN MINIMUM WITO ALL PIECES \ - - WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP BEARING ON 3 SUPPORTS MIMIMUM. MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF CROSS WIRES PLUS 2 INCHES. GENERAL: - a -�---0� 3 S f�C'f►�t'J to l..4►J 1P 1�.,1 & ALL SPLICE IACATZONS SUBJECT TO APPROVAL. REINFORCING B1►:( DO NOT NOTCH OR. DRILL. JOISTS, WITHOUT PRIOR APPROVAL OF' �4 bL f/4"=1� o" SPACINGS GIVEN ARE 1'�...#ANDBlw . CENTERS. ALL BARS PER CRSZ STRUCTURAL ENGTNEZR THROVai ARCHITECT. JOIST HANGERS AND S_� i1 SPEC%:ZC;AT ONS AND HANRi300R. SECURELY TIE ALL BARS IN n OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS MANU'FACTU'RED I.►PPf.12 1,,�>!►,1p�t�1(� �xlstt�.1`i WA�t, N 0 LOCATION BEFORE PLACING CONCRETE. BY SiMPSON CO'MP'AXY OR OTHER MANUFACTURER WITH C.A. B.C ., STRUCTURAL � APPROVAL. ALL NAIL HOLES IPI JOIST HANGERS AND MISCELLP.NEOUS SG 3/4'= 0-c" � FRAMING ANCHORS SHALL BE FILLED WITH NA.TLS PER MANUFACTURERS PUBLISHED NAIL SIZES. r1AtJ0�:.it,� •'1/4u,o Taj "T .ALL STRUCTURAL STEEL SHALL BE ASTM A36 (Fy 36 KSI) . ALL �-- 't'rZEA.O P�4YOhP� _.�, � � y M PIPE STEEL SHALL BE ASTM A501 (Fy = 36 KSI) OR ASTM A53 , � �._. -4 a4. TYPES E OP, S, GRADE B (Fy - 35 KSI) . ALL TUBULAR STEEL PIaECAST WORE: 5'fLf�l. �liA11e 1�LefQ I I � SHALL BE ASTM[ A500 GRADE "B" (Fy - 46 KSI) . ALL BOLTS SHALL REINFORCINGCONDITIONS, " "�'f��l. r If BE ASTM SHOW IN DETAILS IS FOR IN-PLACE A307 UNLESS NOTED OTHERWISE. LATEST RISC AND AWS .II 1 CTOR SHALL BE RESPONSIBLE BLE FOR PICK UP POINT INSERTS -� s CODES APPLY. ALL CONSTRUCTION PER LATEST AIS[ HANI?BOOTC. CONTRA AND ITIONS, SPECIAL PICK JP REINFORCING AND STRONG BACK, EXPAAISI01'I BOLTS SHALL HAVE AN I.C.B.O. RATING FOR L&..7 .,TIONS, AL:. PICK UP AND PLACING OPERATIONS. / l.A,,,101�11� t�fyt�JO r' V MATERIAL INTO WHICH INSTALLATION TAKES PLACE. ALL REFERENCE r- 1�bu CI.Q� WALL - TO HEADED STUDS SHALL INDICATE AUTOMATIC WELDED HIGH � �— STRENGTH HEADED STUDS (NELSON OR EQUIVALENT) . ALL BOLTS, ANCHOR Bt`1.I'S, EXPANSION BOI,T5, ETC. SHALL BE INSTALLED WITH 1�.(r' 1 -- 2" �� ENO THE CONTRACT STRUIL"nJRAL DRAWINGS AND SPECIFICATIONS I�LRTE 5T1GEL \ STEEL WAS'��iERS. ALL HIGH STRENGTH BOLTS. SHALL BE TIGHTENED REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE � � F ,f'iCLA►D S't't TO THE SNUG-TIGHT CONDITION AS /�ET.�I?IED BY AIS[ UNLESS NOTED METHOD OF CONSTRUCTION. THE C`ONTFI.°�CTOR SHALL PROVIDE ALL � . .. OTHERWISE. ALL, WELDING /SY 'WELDERS HOLDING VALID ' MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING �PAGRR CERTIFICATES AND HAVING CURRENT' EXPERIENCE IN TYPE OF WELD CONSTRUrTTON. SUCH MEASURES SHALL INCLUDE, BUT NOT BE ' SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE --Q I/2"x ���x�" S•f�Ei, PI.A'/E ISSUED BY AN ACCEPTED TESTING AGEKCX. ALL WELDING DONE HY LIMITED T�.�, BRACING, SHORIW, JF LOADS DUE TO 'CONSTRUCTION T114 _ E70 SERIES TOW HYDROGEN RODS. USE E90 SERIES FOR ASTM A615 EQUIPMxwT, ETC. OBSERVATION VISITS TO THE SITE BY THE I - GRADE 60 REINFORCING BARS. ,ALL WEL.DIN�; ' PER AMERICAN STRUCTURAL ZNGINEER SHALL NOT INCLUDE INSPECTION OF THE � ,�s t ABOVE ITEMS.. _ � z ��'�Io�l � 6 TA 11L�" WELDING SOCIETY STANDARDS. CONTRACTOR MAY SHOP WELD OR ! FIELCI WELD AT EIS DISCR.Ei'ION. :iHOP WE'..DS OR FIELD WILDS �IlrOL SHALL BE SHOWN ON SHOP DRAWINGS- ALL COMPLETE PENETRATION CONTRACTOR SHALL BE P.ESPONSIBLI FOR VERIFICATION OF ALL [�LUMhI WELDS SHALL BE TESTED AND CER'TIFI�U BY AN INDEPENDENT DIMENSIONS .+LITH ARCHITECTURAL DRAWINGS PRIOR TO START OF TESTING LABORATORY. i.�LL BEAMS SHAj L BE ERECTED WITH THE CONSTRUC.CZON. RESOLVE ANY DISCREPANCY WITH ARCHITECT. NATURAL CAI+IBER UPWARDS. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON (s 4aOl• uMN COMPOSITE FLOOR DECK: FRAMED FLOORS OR ROOF. WAD SHALL NOT EXCEED THE DESIGN r � t 5G 3/4' "1' e,• LIVE LOAD PER SQUARE FOOT. . DECK SHALL BE 1 1/2" DEEP, 36'' WIDE, 22 GAGE I1/Z4icl�i/lnY �:� kb" PAINTED/PHOSPHATLZED STEEL WITH A MINIMUM YIELD STRESS OF WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR _ 33 , 000 PSI,. WITH MINIMUMS = 0. 209 INCriES3 AND I = 0 . 183 PLKTERIALS, SUCH STANDARDS SHALL BE PER THE LATEST EDITION `,p�(� Te y INCHES4 PER FOOT OF WI DTH. DECK SHALL HAVE CURRENT I . C. B.O. AND/OR ADDENDUM. r----- 'f S 31 x3"k `11,p ' f�# ,1� [,;��U hMl � OR C.A. B.O. APPROVAL, DECK SHALL HAVE DEFORMATIONS ADEQUATE I �V 51E�L. �1J4i KSQO �` 1 TO PROVIDE A STRUCTUPAL BOND WITH THE CONCRETE. DECK SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR Pl.d►'(E '(ILi°.A►05 r BE ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WITH chocked AS 2 SPAN MINIMUMAND SHALL BE AIMACHED FOR A MINIMUM APPROPRIATE TRADES, DRAWINGS ANIS SUBCONTRACTORS PRIOR TO ` " � aT16Ll- S1i�ItJ LQ - � �'�� gf�Sla!� DIAPHRAGM SHEAR CAPACITY OF 2305 PLF USING THE FOLLOWING CONSTRUCTION. 4 MINIMUM A17ACH ENITOS.• /1 V to x 10 5"f8t� AEA�IN(a NOTES )J14n DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER 'PL. 1►.�/ 4 - 3.'4 "O` WELD DECK TO SUPPORTING MFABERS WITH 4 - 1./2" DIAMETER GENERAL STRUCTURAL, NOTES AND TYPICAL DETAILS. WHERE NO OR ?/8" X 1" PIinDLE WELDS PER SHEET AT ENDS , END ?SAPS SPECIFIC DETAILS ARE SHOWN, CO1V;;TRUCTION SHALL CONFORM TO Ba.TS 1Q�1 Boy. oQ I?:o u k l• . ►.o..rt AND AT INTERMEDIATE SUPPORTS, AND AT 1.2 O . C. AT PERIM- SIMILAR WORK ON THE PROJECT. y�?- / 3/� , ETER BEAMS AND OPENING EDGES RUNNING PARALLEL TO THE -�' V �y � z �� j t,�v fl.l►.1 le N u'fs t I" f�tZo u1 DECK. SIDE SEAM ATTACHMENT SHALL BE BUTTON PUNCHES AT »HERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, D�:TAILS, 24 O.C. GENERAL STRUCTURAL NOTES AND SPFC;IFZCATIONS, THE GREATER `IIJI col ALL WELDING SHALL BE PERFOP.MED BY WELDERS EXPERIENCED IN REQUIREMENTS SHALL GOVERN, LIC ADIE LIGHT GAGE STEEL DECK WORK. THE FIRST SHEET OF STEEL DECK ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR I ADJACENT AND PARALLEL TO WALLS, PERIMETER MEMBERS OR MEMBEPS 1REVIEW SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER r I' % �V4�� f.X PAw-41o6A - O IDENTIFIED AS CHORD, COLLEC'T`OR OR DRAG MEMBERS (ON ONE OR REGISTERED IN THE STATE OF OREGON. IIIA '"I i e � � fV 1 -� ►� ►N. a 'I ►' Z w BOTH SIDES AS APPLICABLE) SHALL BE FULL PANEL WIDTH SHEETS. ac) r- riu CA.1 co' AAIIJ�.I � -- i eauk1, I r , 1TQl1JC� � 3 ' 6 OF :I i � � �� iii^_►!.�� � - , 0 � Z co r A 111911111IMP ft f:M++w AP"R #11111►,'1111111Illtltl'�tILIII1�1111111IIIIIIIIIIIIIII1I111�111111111�1I1t1I1t1�11!IIIlI111I1) l1111111I1111111I1111111I11111111IIIIIIIIIIIItIlIIJill JillJill I1IP 1111111I111111111111111�111l1111`: .. ; . • J NOTE: IF THIS M ICROF I U4Er ... 1 2 3 4 5 6 7 9 9 10 11 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DISE �0 THF QUALITY OF THE ORIGINAL I --- -- D AWJNG. OE 62 92 LZ 92 SZ bZ EZ ZZ IZ OZ 61 QI LI 91 SI trI Irl ZI 11 OI 6 A L 9 SII--. .Mb IE E r ��!I�tIIIIuIt�ullllut�iinliill�nulnn�111111111III11I11It�uulu��Iuu1u���iutlnll�1111I1111I1111I111111111I11,11t11111111IlUlIIIIlI1111I1111I11111inIIIIIII1111I1111I1111IIIIlIIIIIIIIIIIIIIII1111�IIIII1111�I111�UIIInII�IIIIIIIIIIlll11111111IIICI111IIIIIIIIUI)!1lI1111IIIIIIIIIIIi1 l APR11_4 1991. ...,...oMtwv"`'��"—'*.yleww/1�!lllle�,:�+-•a.e.,,..,�1�s,. plo- 31t t,_oQLf_ETE w/ Ad WF ".,L" w29 ,c W7 .9 NGW EXIbTIf�L. �f�� IN TDP i�DF C.vp-JL. C'vE2 192-4 k 22 CDAN, CaIL ----�_.. — - --- — - --- - ----- - iv1QLZAN►NE MEZZAWIWE STEEL C ECA 4'It" `ToTj%� . 3-� PiZovior, «fir a V- 4& d ,L , c_*aa.Yl"y aNes — W F'IE1-0 vrazIFY EXIST-1"G e- 1J01T I C-) ki Go QUNtilIKtU uc7e.-rr - G=,U-Ta ff0LL LE:"CaZ'" CvF - • P?.IIC)Q To ST e. IZ:-r d F C=)W c,• T DUCT i c::," . y w O.E.C,i. ►.ir WIsLL A►6 A,-% Trip tD5 IaED.Ir,A G?_ �1-bULL7 Cot►1©tTt,oR1 � �lA�� F� 1� 5th �ET�,L t l 2 T N C) S E ro 1-4 OW 1,j GHQ C.")RJ.W I I j C.a S GO W SU L-r =- -— - = -- - - _ - - I , �.►, ' S T f2.0 G T l.J fL h L E LJ G. 1►.l E E 2 Tµ R.11 A,IZ C A . II 1 I j .4f _ - FOS t�UQ_TNEG� G�uIOP.i.ICE . / l � � � � 1..1 o�-f1s Gc�l. yG1� � S►wt[ �.S I '` � I , � G.o I_ _ C L t3►.rI_ Go¢16E L I. Fo1Z tM k t W QE I W F. (IaIOT 61 L L ED TA t(o G NT. ) Y LEE AWT 5 Q164 Go213E L Y44 - _o �3 _ AC�.ovE . P*A J � IS 'i" SSE-•IEfl►.1LE i Too— SA =),FW GUT I - EOc�E F MASZE 2K IpI0` OPE U tU Cs I f EXI STi"ev -- � � - - ►.A E ZZ A►..,i I�.l E I ---* � t�D 'i 1 E. IU Ev IS (. J► 4 x 14 (wooo) FuTu" CONC• W�Lt_ 0 � �� I � - tJ I 12 2c.,1.1 4 4o/t 7o I 2 STTE EL I n t faT 4f &E ANI . 11 � TIES I. JotST Ifn 20" DFEP ' N '� 51c21c�S STIRL Jots.T � STEEL ST1.1Q5 s3 Z I_ „ �' SN'II.LL GS 0ESjtCaWE0 To CkiZ.e.Y uWifr g-M ToT►.L L00,0 cr 4bt / ' Jr LO.IFo2M LIvE Los-.t3 r=F Z T�EI. �il✓L►�, _ tr�P of Co�.1L. 1� � f�1t�12'f� [o�3e3' 1�0 / . � � o SHEET S -t -� _ r--- — rJo'( �1�G► W Irl �- n. v�fL G'(E�L �f,UFI Z . GPT Y P U.W.O. I�LE �ots-r f? � ' � o1G, `., \\ GoQ LL p,a I-r�( E ZZ ISN l►.!E �2.p.M 111 C, �L.b.l�! ;�, ,�, ca ede.l � � aNt Q SC 3/32- = 1'-0" M v -70LL2 . Q --,-` —T-`Af, - - Pel O'TIc.= 1� GN ELKF28c�l�tLfl Poc�IZs I I I_vM - Nu.RK Sl C " EOL-LL- Z Z E ►JoTES o Ase q" Go NT. 4 L3•�` 4r.� +o' ',x _ qM �1 8a/4`x BT C3 LULA.nA >riaE a,tti1_ PgoF1ki1. IaELo\./ BOOS Ie S 1 � - - G I�at Q 1►5 2�tt. MVCL ftb* ►82. W I L x .57 • — N A 13ovIE FTCs_ 55 Q 1 r ' Eve/ EXI5TI1..1Ls4 11 NAcTIIL: a&AM IL =JLKA 1- MEZZAWW6 r=OL.UI.AI+ 1 C_ 2 SYMAA FET QICAL i M�2Z.��iN� Sl��$ Q.�iNF• d 5� Iyl' 41'-0• � -c[�w1GTI�w�T 121�1u1 � 1 C0I.._ L1KAW GC: HEDUI_E I� :_---- --- - -_ _ ri -__- - -�--_ - MAR S 17-1- fZEt►.IFot?LtI1.,1tI:� t\1oTES SEE OETkIt_S 1� 2 [011 AEoVE I ' Ext�T►I►J[, E''A" '! GZ -- .SEE OETkILS I Z SEE DETAILS [ )Z- F1 )ZF1 F1 f 1 F i 65 ILD" x 2,4" Cr - On v.soT. I�Z I I I �1 C.Lo TS laxv -- I I 1 - - _ -- �I �; C£ Sew .r i __ EYIGT1�.1litC,. . pr'O�C't r _ FooTlriGOS - I . _sE1L c.oLu"t.�1 SEI_Ttows -I'HtS SHEET. ••—... Z ' l � J 5 PkCE T 1 la.5 C. 12" o I G TY P. LL .d.1.0. ECf'iodViO , .xt STI is I Co../G• rLo otR —`� 3 ''I I - - y; - �' '� dinto I M518°' I 1 � Z-05 T[►vtP QEINF. FOC. `t-11 .1 G ,S C H E IDU L E A18avE -. ' Mktg SIZE DEPTH REIwrc>12aIN.I[i 1 F Us. ' �4 11-b4 Fw 5T1►IQS LboVE --� _' - -- -- -- - - - - - - - - -- S to — — SEE b.9.4ta oQ Il1,nl IIJ cs , 4 6HEET 5- 1 LOLUMW CS • co � V t- 1 - 2o�-ca" L-�'-o• �I _o• �t-o• Z v, - __ __ -- - - -- ------ --- ►.la 9-T A CoLUNANJ CB - _ '� MEZZAt�i,►•JE Fvu►�L7AT; c��..l pL.Aty , -2■ Sc 3132" - I'-o" ■ 3 r 11I _._1 r I!t11111►I11111111111111111111111 111111 Illllll 1111111 IIIIIIIIIIIIItI I111111�1111111 Ill Ij Illi III III 1111111 111 III Ill�lll 11111 1111111i 1111111I11111111I 1111111I 1111 111I111 1111111 NOTE : 1 F TH IS M ICROF I L.MED ( 2 - 3 4 — 5 —_6 7 _ 8 9 (0 1 I t DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL ------- DRAw1Nr OE 62 9z LZ 92 92 bz Ez ZZ IZ 02 61 of LI 91 SI Ibl EI zl II 01 6 9 L 9 S t, IE••. Z 1 i��111111111111111111L111n111nnI1111IIluiUIIIIIIlii111111111:nI1u11'ntllnulllnlllllllllllllllillliilfllilll1111111111111111i111�111111111111111111UIINIi11111tI1111111111111111LI1111111111111111111�1111I11111UIlllllllllllilllllltllilllllll1111ii1111111N11�11111111IIU11111111111111 y .APRIL 1 11 991 P„I }\ YYYYYYYYYYYY•Y7♦YYYY•Y�YYYY-Y��' 40" 'T Y P. Ccssic . nvEe_ GQr.►G. . c.)VEz 1:X 15Ttati,.►v STEEL- .3/4" TEEL -3/4" I E K P h r.!S I p t,J E x t 6T l l.,t[a �T E E L. U E CKI S'['E E L._ Ci E L.K E L1 C�E I,,w C�L E Q+O LT G G c�n.e G . W i►.L L � _. _ 3-12 3/4 s Ex P1.0 6 to" IL MOLTS - -_ x Y � 1 _ ? ---- -- E x I s T I N C� STEEL- $ � ' CD ELK w/ C-n"C_ . AL �` x (&" x r/I' >oT E E IL S/ 3/,t3" �,TIFFEUEQ PLATE 4x "-A s/ " T. — wo/ ala' `T�F u(Ee_ \ U � � a �� A e< J o ILT �� x ✓4" CONT. vie � 4 TOP C)F � �PE►.I 11 1['� Pt_ATS5 A E�►. TQvSF, i r T1 I Y w E x s w v w co .� ZLo I IQ E X I rmT t Q ca I � STEEL. JOIST' SoTEE L C3ED.M �-_ STEEL Jc� 15T 1 5T E. E L ..� D i ST � CC�►�1C . _ 53 IYt'=1'-,e WALL- - E L E VAA-rin-N l . 2 STEEL J01STa EXtSTINC= 3 STEEL_ DECle, a ExISTI ►JCa S3 �_ I��Z"=I' C C+J G . WALL $3 roc ►t't"• 1'-O" STEEL C E C-14 ti� rlr ;�' �-�---- E)( I b'7 1 Q Cm L M C ) Q L . w aLk_ fir• ' ¢ STEEL TUM wA LL 1 I ,% 5EE ARLu. D2Awll.�[�� '/L"O L.L E k QI►NLE ,� �¢ NELio ON LSE-FO 2►�.iIEQ L�A�Z � W Ico x57 , FULL tP T ETfL.h.TI �CLO TD Ex S N 0E x 24 L0IULa IS- 12 O/r-. S7' 1F;:F_QEP_ Z � �---- GO N C LE T E C>VE,Q .S T iE E L. fJ E L1 47 3/ 3 11.1 b L U T T E O H O L E S •� It rw VILP �-12� � �16 3 3 Z STEEL 1o1S1- - _ _ TS 15,c(o 'x6 .2.6' _ I __� -- -- --- - i � .3/8" s:.TEE L r PacrnOE. 0.1.1'To- "'-- � STIFFEr.1E1Z ++ r--- STEEL. E6w_16.M II MATlC- wEt_OED TiIZENbrm STuDL - \ I -1' — 3/1Sr x 4'/Z�yc ►2� 5?EEL /4 Q I • kfb 21M. To SNE AZ PLkTG lot M I►.TGI4 COCA b \ Pau I I eboe_T hA?TEfZtJ _ U 4-:91410 1►3 25 8o I_T� --- -- — -- VMFI-f Qr OLL.-up WT Tlr21J ROLL.-UP Dmc>12 `♦ — — — ---' 5EE A V-C N'L 3/40 x 7"x " to T E E �Teca w Ow". a1zto �- �� ' " E x ►ST1reJCa c c��L. 3✓�11 SOL. f. 3Ib"k a` x 1,z '/ n � M z C. � 3- Wr/ EXPkW1&CMJ PIOL'ti WALL �EYdND I k q Irk 1 STEEL. PLATE e En►. END of (ALL 'rt.11805 3/i«x 4"x 12' L O W4111, I N E E. SIDE OF 1 -o a STEEL PLATE 4 S E C_T 10 N �''1-a 2 L�. -T-EEL CSE AM _ � ��- T E EL 53 .sc S3 5 QED.M C.� ►�J IJ . �C�L.0 M IJ STEEL C oL. lltul N FADE �F Ex t5T v 3" C DQC WALL 53 SC I'IZ" •11-0" E, EY0t jI� -- 3 •o - STEtt... C©L.UMtil EXISTIQla C. " a.1C2ETE WA LL I" Dr2.YPAGK t 3114 "x !.21' x I'? " �TEEI-.. . EX e S T I t A C2 C-o uc - 1 I ``-- B EA,Q 1 IV(a PLATE W/ 4" 4 . 3/4"r A.wLNoQ aoLTS. Fr — CC�ti►G2 TE cwra R � -Ta EL DECK O O T 11.1 Co _ _ —. _ - - - . � w/ Oo tJ aL.E L.I U T'S I ! I 1 X r� � Snlp.aGa1P- ITo RENAXIW' MI1,..J_ IZ " C.o►.a'rIQuCu5 A.1, 1vL•E 3" x _I" IN To NEW FvCaTIr.LC,� '�.- -- x I/4u WITN 3/41IO EXPNJS1C71•� 16oL- .G S 46" o/C SoL10 C.OWCQETE. F00TNC•, 1 ' (-caL7 T I ti,1L� 1 ! N 3"cLa. .� -STEEL DECYK Q EXIS`?"IN �� 3 I-:'E'R I'l Z hal r"l. �T E E:L COLUMN 5=C -r W C.7 s � Z °' �. ---- S SL ....,. :ran=.�,.,.r;«,.....a.....,.y.Y.,,.,r.r..,. ,.. .:.v,.. .-......,. _ .. ...• r+n...r 5w., ,.., �., v�.•.. _..• ^W7MV11�YU-:*.•MrY'.•r.,.�.c.. —'`7.�•1at!1YT �!Illllli 1111111 1111111 I!I 111 III 111 III 111 111 III 111 III ill 1�1 III III 111 111 111 II III Ilt III III III 111 III III 111 I I III I I I I I! i I I I I 1 I 1 I I I I I I 1 I 1 1 111 _•._,,.. _ �_ _... . _. ._ _ ,_• , NOTE: I F TH IS M ICROF I LME D 2 3 4 5 6 _ -_ 7 _ _6 9 10 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL. DRAWING. Oc 62 BZ LZ 92 SZ bZ EZ ZZ 12 OZ 61 91 LI 91 91 i►I c a II 01 6 8 L 9 S b �£ ►�III111111111111111111111111111111111111loll I111111111111111111111111UIIIIu11IIlIu111111111111111111111111I11111111,1111111111111111111111lIl111111111111 111111111 11111f:11111 I i APRTL 1991 (f1 i '�iv-r..■Mu.++...—.a■t.(.y+lu•c.w..u_e. �`�, y� _ _ �— -_ wo�s.+.a+rww.�+ .■www ��_i�■��������� ■ � � � O q 12 SPA Ckc, (v Zr.�'.o� Z4o4-c.)" . ism Z w..a Ta(a . M�. I►JroldE F►G.� C)EC.K IkAzw I I W aF C.0W CQFT 5� v �vAtt P2 P2 P2 P1 P1 Px P2 P2 P' P.2+14 Ili 11 IV IL- n WT I Y ♦- I ,i fir A4 12' E_ w C W h It '"- � � .,.. T�(I. � ��"Y P. ; a. �' \ E►.i 0� t►.tT� P I �.�.S'�E E ap oil J - - S At ,�w'j ' + I I I 1 ( + 2750 °+ 11161 IL Q_ tqp I r ---- -- - - - ---- -_ J_-- _ -_ _ i ' t >r 1N�a:L�IIi FRC.�c 5S 5� 59 �t_l_-<JQ C7C�O� - - #4 TIES Q 12' "c. C� Ct7NG2.ETE 1 S X W At,u_. SEE C,9_LWL OwC,S I ? w _ 3 -*& � FRAMING M I N G �PLAN Tf4P P Q_E_L__E_.. _ E V. EXTENO > JOTE. I) VE2IF'-f ExlSTIQG C_01aD%Tt0t'.1S Pe_t©e -ro STA.(L.T of GoN5T21J,L■T►C71'.1 . 5 Nc�ue..fl C.■OI'Jo t-'ttlol� , 'vls.R.,l F20M EtJDL� 1,10pK A5 TNGSE d� CUfZaw�NLos, ,�vs.:�Tta.LT ST12,�►�ru�p.t. / fZ NOTE= SErc 51aEET —,:;(a Fob PA%WEI_S PZ # P3 L.isAW ;_eSL T"q-u ke-c-A\TEC_T Fol Fv,iZT:� EIS !amu I D A.N L.E. 2 -:tIIII7 a ©o'TToM n Z) VE2.1PI C1^�.1Dt�" tG�.J of EVcF=>SED STI_EL t PLATES ¢ CF phollEL 2 c I N F.) 1W EX I S T I Q G .535 T-P_ULT u ME P 1-10 IZ Tm ■S'TAk.9L'T' cDF V•j/.1foT2c.IGT1o1J ;F A %1%( Ex15TIW(x STEEL NAS C�E"I'EIZIOR.ATE,O Ae B EEW D1h..M r*CaED 1 C.0QTAC_T - STQI.1�TuQ�.L ENLa1NEEz Pkf.-tEL• t� Fu Q.T A E Q. Gu i Cl lk N C.re. C3 G1 C_ C1 L'I 1 C1100 C1 G C3 , E,lc1ST11VC, G�tVCQ TE K .O. Ps.NEI.. ._ � �.x► b IMLs CONC2E TEi FC1TkWo f GTE f-A WkLL• Ty P. FUoTtNr, 4 STEM- I, c I I t 1ti(A L L - - I --A' - I I EXIT:TIN I� rAOWCRETE i _—� I _ y FINISH F LUoR � � �t�. ' ELEVATION c- 152 .00 r; 1 SIM IC , s _ • - -j ice---- ' SEL AalA. C remo '1 O R.►►w+Nv 4 1 I I I 1 t I C* MCk d ' I I 1 15 I I FXIST1r`tG COI'`lC (�E1TE ExIST1NC, C L.lCQETE t + dMe � 11 — - _ 't a ! G4� ; I ,/� Fca T 1tit<� , T~lP. ' "V4 b.uL, T�P. to Io-020�-o" #, 24 I 930A FOUNDATION P L A N cn I I i t t t t t 11 1 1 1 1 1 Jill l 1 1 1 t t I~, ' 1.,.,.-.....ro+maai�ew t 1 t t ► 1��1 I I 1 t I t 1 1 t t t t + t t f t + �I+ + t t t i t t t I I I I i +11._.._.-._.....,_.. _ aw.a I II III 111 111 111 11.,1 III tl , IL.I_. I I 111 III 11 III 111 III 111 11 111 III I � - � � i f NOTE; IF THIS MICROFILMED ( 3 4 - 5 �- 6 7 - 8 g - IIO 1 I - • DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS CUE TO THF QUALITY OF THE ORIGINAL - - - — . DRAWING' OE 62 97 LZ 92 92 02 E2 2z 12 0z 61 F I L I 91 GI t.I c 1 21 11 01 6 9 L 9 S fv Ec I2 1 ►ttllrullu11n1tlutll+nttmtl►t1tIu111uttltHl�tntltlttluttlu+t�tttitlmthullnttltulltttt�tJlli111111ts111+�i�11I11ttIt�t1u111t11tItlltllt�ttlt.IttnI1t111tNt�1111111u�ttlt�t111�111111111�ItUllut�llll�UltIu111nnlhilhulllulllW�tWjs ulltu�tul)I��Ill11t111tl1ttt�111�1 i .H R IL 1. 1 �. i .� .1r.aM.r.......,...,.....,.... .-, ...,.-..,. ,.•.... .. ....,....,...-...—.... +... . . aaa__1. fa- -........,.,+w......r ..w,. .+i. wr• .•m.,...... a.r. 11 r I� • 1� IT J' — g E Cs.M CS E Y E Iti O --- -Vl/C_ar�O �•,E A M 16+1 5 IE E A •. y , .. GEE RC L. 6w[.S � L WALL - L ANT. /, / J -SEE 4.9-C-A 'L O`►dLS . U+ • M i C~ V --- S - 7 x M , Pwt0IE • N EM I$ED�6 -f N I' ♦ a ' 1. ✓ I IIID Ia FIIIIL FuT�IR4 r L oN(r+ B ENT 8 AQrer ` .O � BEI►tiA PES F 1 _ - Lr GONG. wA!~.l. -�\ / V C.o►.1GQEn E WALL ' M DET. to/5` 02 Wkr- Nca GEE Sts OET W/ 4 lZ EW. U ' OF BE►.M s I'AoJ I OETML L�fZILL t EPI��tY L 16�>K IZ11 PILASTER WI vEt2T�, . ItJ �t►.lTER. Y 5t" s L -�P� YEAZT. t «3 TIES .N I L.ot ASCE fZA.%L- 2- Gax 3`/2 v,wo OF G`( I ST1r C2 WALL . " LOW(s LOCATE 4- 4 ViEM LAP Vr.ZT£a. 4 '!� �. ' - -! 1" STEEL PLAT i w/ c.oLUMN VIE(LTS. �LLV•� _ s �" t11'JDEQ b.NA Wi 4 - ��� ,� 12" LInt.1(s II-SII x a I _U SEA,2tNJCn 0EL0W • 4 5 N PL 4&".x � x.'yb = I J TO M ATC.N 6TELL 1 , (3 AQ S . Pk c A-f I / A% s Iia f�L E 5 _ - I , - I I ( CCc..h.n.lE R IL AEE a { M -7/475 OET. FSR_ A�c.0 C. . � 2 -o cola ( 10 nL►.T�,s � "� �f V7- GL . PER. G-IMOEV-) M u M ♦1 � F T �," � ` . �+••— Z-�/4"/ T'Ht211 (drat?f. �` � " I 04 t3E.1.,T rL I3�.t2S .� N E�.n�! ► � U ur;E cv Y 3X_ /eY 1 I ( �t2tarJE (LtatL yP Ei�xY IK �t�LE� 1�4�E5 4414 OVE(Z 2EMA1►.tlt►JCa N p1-L'I Lo►.tGn w/ 5EE DET. IJE'v/ '� atla �] p. T «/ �9 fl SPANS . EXrE�.►D � � '� �5 ,2" 4 L'I QS o — - A.Tc N Ext 5 i t Iv is t� 0 ' Go(2QEL. r?E1.VF. O�.For�MED PjrL�604" 7 I In F 2 �^ I'l2 Ct_. ,SM L_L N) V� 2- C:c 0.165 L T 1 E 5 E Fol UTut E 81EA�tG 5 'C1 >31►,►25 CC�+.ILQETE 5M 3 - '0'73K - ' IZ'' s, M -,� 1 I Aro SNIov►�N 1� ;�� ,� , IpI�. W/ .a-� GLAL. 5 NELSo►J . 3-�8 TaQE1+IJEQ siker. tl>� I DEFCAZMED 13A IZS I t T - �l dL TOP 1 12N Lb1.►[s SEE �---- 11-1 OeJ\-LEC) "ot..Lb-To hA .'r(-'A EX:STI r.►Car !2- d7 VEZT. X �I-o" FLAru" PR,ovIoF- 2 - 3"� aETI'.1t_ ' FOR. _+ 0 Go26E_ REI►.>iF. le• �o" I BEAM STEEL. SLEEVES fnPI►.C►0.4Cs_ • P 1 A`( Fo IZ E 2 P.S C01.1 L . P 1 L 1.c.Tlli.(2. COn.IG • I i 1n — �--_ �LA��r. 'f2" xIL"xL 1 {, `* F UT L12E. U-T I L I TY C` • PASGACSE ' --- (L(\I L A3 E0- M 2-E 11J 1~. Nb-r , i Eb"_ Leta. V a _ _ 1 � • N 11 1 !~A2 GLA.l1CTY f i 96ke- ToLL '/� — EX1ST►"(2 C-f-kp4E O COL_LIM►.S w110 -- - I ExttiTl+.lts tT__._ -`_ 211.1L SEMI �!!I REwF. WICo -411 vE2T. X11 �0�1C(LETE Wb,L.L F :oRS�.►_T►[5 I E ic{ST;►.a V La Q$p.►... ed) Ex{S1'Ir.Jlo OowELS n/ITt� 4 12-� E..W. ; ; EXIS'T►►.1/a 2 -07 1 TIE'a T,AO. VMT 3 FRv►.A 1=ooT1Iy4 RE�aoVE ��_ IQ \,I.. >=�c'C�.>JO Gt2R?E,L V I►�19. — � ExI �T1r..►V L-�7 O I a�MJf. I ,, � � ALL. No�Z I Z . wA.LL. t2F�.lF- � 1 A wY +�u -T o r� dull.D UP SEC `T-i O►�..1 � P1 LA.GTE 6 Eh ,a t> 3 I v FR.T. t "' i►.�To Pi I.ASTE25 ' RESIDUE - IF AN4 '' L k e It-3" s5 cc JILT a I I-r'1 Dc�v✓ELS u AvE P�EE�! I 1 \ : 1 1 EYLlTII 4a GowAL• Oh.M L 00,01, COwJTAC-T l GiTeur-T. ENGINEEE �IDTE= i�ta.1NT A1.LL ExPo�Efl *%AJA-`Llt Cott FLS �! i -- C.01_u M Irl W A►L - F:1 l'IN � F TCs. Q T'NQu A2CN . FOR S"rEE.L QEQ. SPELS► - - Fraa2TNElZ GU%DAwCE O 4 SECTIC)Q G EXISTI "co Z/2"O FINISt� Cs2A.10E � �L 1/LN s lt-rw� %� I Ext5TI1�[, GoNCt2ETE % I 1 �. - SLA6. STEM �v,r~L� 3 1� __ EXISTIW4 CCNCQETE 1 I t Fool 1 hlCs ( 1'o L A a. STEM WALL , 1 1'0 oT I N C� ff I L.'o e2 S E L 12 E I►.1 Fn C.c .1.1 t� WooG BEAM 1 1 t _ .- _.._. - _ � E k 'i E N p I►.�To P 1 L Ib S T c.R, , ._ 1 ---- KN0 LAP PI=P T,(P. 1-4nel L i r►.a T W&.LL ZF-IN1=. . SEC T c� a. F� iL.A.s E2 � ., SECTIIa�I 2. wALL �,5' ���T I CCD T t 1� WALL 3EY01.4b ExTE1,40 I-�oQIZ.C�1.lT►.L. 2EiWF iNl'0 j \ �-- �5 C�o►�1T. SG '!1 • 11-a" P`�.�C.Z 4- VA'r kwtr►lcli. STEEL t�� �4"x 12."xi2" I �- PIL ASTER' 1'.►JL? LAQP I`-311 Com" S • - wi «3 -rlcb BOTS w/ LALVEL- COL.UKAOIJ a I STEEL B S>c IML, WuTb ! Z (' + LI 12LEVE.LIuI, Ga Rd T Ga�G IZ ET E P .�.Ac,T E"TIS. I Cot` C.C�r,.lL fir/A6.L F�''�"al�'t _ " T "4 e 12" E w. 5 ew G u T E x I ST 1�1[� E X I S-T I kI C) �C a W F 1 ILo" d�1l�olcsd • �._ , - � FaoT{►.� 2- EW �Mc�v r< �N� 2L; s T �• 15 a 5�.A.6 'L -i N iG H t P DuT OE 12ESIDuF- IF h.N,( nCowEL.S N AV r Pa E E W 0 Ak NA A.6 E 0 �01--j T 4,LT ' 1 1 -•- Exla,Tl,.tt_, suis 2l+t1JCn2t►1.1(s To txTtNo tt' tNTa +.atw ' ` -- STI?U(-Tu2tal_ EIJ[� It,�EE2 T►� tZ11 - _ _ � - I 1�2 L� ► TELT Ko r2 F�11�T A-A E!Z ' T' r ' .' fi�.71c�T1�LLa �1N1s�J �Iz.AOE - �''1 ' �� 11 C.MWG12E.TE FTG . EV I bT Ir.1Cs LoFJC di t L Lit. cm I � i 1 �L a.�� £�T G.Irl 'w:�►�.L. o ,.. I,,.r.., 7 E�.T 1 dl.,.l E 1�.1 t� V�/A,LL b _`-3 C� `T°'I D&J Lam. �►..,i E \/v'Ad. �..,.L,._ .. 3 ,::'E MI T 1\1 C. „ H a 1. .. , _. �5 tri 1 1 1 1 Jill 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 4 1 1 l 1 ( 1 I ! 1 lit I I 1' 1 t I 1 1 4 I ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I ! i 1 f 1 1 1 I i 1 I I 1 1 I I 1 111 ' `"y'' "`• . �! III ► IIIt111111 � 1i1I111IIIlII � III � t�il { ISI { III { IIIII � I { III { III { IlIIIIIIIIII IIII ,IIIIIIIlI + ILII � NOTE: IF THIS MICROFILMED I »-- ? 3 4 � - 5 6 _ ____ 7--- DRAWING r_ 8 9 _ 1 I I_ DRAWING IS LESS CLEAR THAN I THIS NOTICE, 11 IS DUE TO TNF QUALITY OF THE ORIGINAL --- DRAW ING. OE 6? 92 [Z 92 SZ bZ EZ ZZ 12 OZ 61 91 L I 91 51 i.•I f.l 21 11 01 6 9 L 9 S b E Z 1 ,�!111111111{111IIIII11111111I111{IH{III{IIIIIIIIINIIII{{IIN11{I111111111NIIf1111111I111;lnll!{ulllltlll{{{1111{iIN1111111{11lI11IIII{IIIIIIII{II{I111II1il►II{IIIIIIIIII{II{IIiIN{L{I{III{IIIIIIIIIIIIIi1111I1I1111.{Illlllllltlll11I111IIIi11I111u11tu11nu1u11�It11l1111llUInIIInItIIIk � , APR1141991 f 1 ,.,.o.nye.,,,..,.-•....,-:..•�w......,.«.r,...,.....•K-_'°.+�.r...e,�ers.,,..��.�..,..,.....:�. .:....,:-.. ....:--«,�,....,.r...�n.�mx,_.,r..,....•„ .., 1 Y 40 4 II E v►,/. C 1 - `4 G E WT f4 co 12 E W. I • 4 a E WT 6 AQ, w �� Wc�t� bE1►M11J WALL Ex'rrENL� EsAQ t.�.- Fo►LE IN WALL EXTEND �. EA . V-&�E Wc3aD IISE�.Ii�ll ,' r�9_vt:` . II-o" I+JTcM r . �QIJEILSr wc-ALIX . 96hJZS IIJTo . !o12r.��QSs ?�i0. V&"x5"x 1I0 STEEL PLkTC Pl!`4LTIE[ t ' TtiO�LOst -7Plt�O.`i-r� Q TO ILA.P lies ` I r�--- .I �-• LIOE of lE►«M . r r " N,•/ bT0 40' 4acrA I►_3r -- IL ' - -- I 3 2 I-•4 LowT_ . F. -- 2".-3 Y2 I -- V c=Qc2.ETE Pks-fjC . J Z- 34*0 THZa aciLTS -- 2 . 3/4�� TNQv L�GLT51a _ C_ P►.�r�l E�GCy __ L 1,. Ty/. cs". Q,is ioND 1 -04 C.z:�,►.iT. E*.at 4 Y t:� •� —_ — Lo"r_01 I C 2E TE Pb-,WEL — F1►c.G. et P►�.i.1 �L r r f O Gqt� TyP. M 3/,& x!5 x I I .5 Y E.E L ♦ PLATE E►. . SIDE 0 I ' J - ►'�± DuyPF.cK �`, of GE:k" . -- - - -- - - - -- - -- - -- - - -+1 r �. w I-�� 1 _0 "y k., . �_��---- I D�`t F'ALK •----- Daoe. N Ee.CIrE2 - ------�--- „ c P EN I ti[a E yc T E ►•4 t� ---- l- '"5 E. F. k 4'-0" - QEwF. NoT 5Lb � I \ 3ivx �x �' 41 314'x , I / I j „ „ 4 c �2 Rw. - Co 14 ( Z /4 o x.15 AWL14rL . - Im WALL. Fxtiw0 Z�-p" PAST EDGE OF ��cs TvP. STE L 6949. STEEL P,.l RCc+. - 1 �c�LTS w/ LEVFL- •- - -- - ---- - -� IdoIR,IZ.S. IIJTo OPELI I►.I[, ' _.. \1+ ' - 0 ►.T FF E P L►.T E I ;� I,..u, N uTS �_ ('11.0.5 T E1� To 1..AP Z- � ">G x 1 SY A.NL►� , I r-- OPEIJ t " �"'��• '� 6C7l.TS w/ LEVEL- \ II-(•" - ExTi�O 2 -a PAST I -�- r �- E OC,F o F b Pre I►.1G �t s NG wUTS fi C01JL . WALL- _ _ 74 P. ;.1a. PI !_ ASTERS -- EKTEuO LlofLrZ . ��:. � c_,�28EL V�IDOD C3EAtM � C.D►.:1C �►'`l,�.Ll. � � O WALL C-E I�.I F 12 �. r ► « r I , - pl L ALTER A.M. Pk"EL 2E'I►�I,C. 1►JTDK.C. P .LG. I q 2. * I •D ArJ f<L � 2" I" CLQ. PEe. _ryp. Pk;_11EL � ) wr'�/�C'h D ELK 3/b x 4 '>(&w ST E E L_ SCo I- ' u . ti. ,,�• ,. s L 114 - I �, �� �A�`I P.3 PA P E Q F LI LL DEPT" --- (�i !..>a STE�• Z LIOT fit•-1 DWf�J PLATE EA• SIDE F t C3 WA L� � Etk�E �� Fb� GLA.RIT`� � 01= 1aEA.M. w/ of= K.O- P"EL �,. 1i_Vr II-, r 4 Q E L, EL E V /�T l�1`,.� –� a 1h x 4 14D M . Its pfl~. . 4 14 --\ { " S't' EEL. in'-o I�.;r. v.. f.G tJ4 I(-s PLATE w/ Z- ` X all - - - - - - - - - - Furc.,IItF2 .TIT �' _ t=�r�e� 4-- Ex F�A�S1 or►� r R Y� ,I W A LL r .M •wf. _- _ �i 1 M 1 s O I� a O 4-14 S 4.0 OLE I-I A.1.J G E Co►�Jc 2 E T E w�.L.l - _- ,_._ t Lo►ZP�EL . 9'-'7" N►\LF LEALLarTI� Ip Iq��" • E A L ; ,NiF.+ \ �`"' SI�INI A►S Q.Els�- 3�L/ 9'-Lo'lt' ,LACE LELIbTnI �11" - 191-3'h" 3r 4Ti.� ,oC 3aE►►«.n �L A►�.i �/�Eve! o C 2 �►,r� E �-- t�Lu E D L A hA I hJ A'T fl T I IJI 8 E� L 7 A.,Ew L.xlsTltiv --- �—'1 s c t 14 • 1 -0 6 Ep•M� �" L �• r_xlsTl►�c,. 1 - WALE sc h` PCOVIOE wI=LDEO TYP BEAM "MM NAt_L PQCYV16E VvELOED Wc.1110 ' JOIST a WOOD BEp.M WOOD J C�) I �T (2 C OIvC QETE EQO o SEAM LAP SPLICE Elk, GAA 1----' Co&J1�ELT 106J SEE — L AP SPLICE EA e) I vic , i PF_rL 0ET. 9 0ETAtL46 2 c0c 66C)TW B ►.►Z ra PF_Q' � " I r s I S` S G. ► 1 Z �I -o N �� S C 1 12 =I -o �� s-s f q \O E TAI L - - Cv►.I Nl . of TCP (ZEi"FbiZLE- T. 0u c.6 49 LLIL q I j Y .3 AL, S"x a' .,"/ Ick-awn 4 v 12" LOW CAIa�---� O E POC NAEO 1Q ELQ0" ChmCked 7 X 1 S ' 9 • 1 / 4/4 I x 12'1 L G"la J I � OEFnkMECO QF-LSaIJ 8 V_E— �A2 CC: Q " ELT I car. 9 J � - 4 sv� 4 .�I�. 4 �p►. 4SPA � � �� sc. "•Ib' IQ C (2.AW E aE A M I1. � � �" 7siA� 4' � 4'li' S PkeZVZ 3 SPA, �' 3 SPA -s �A r_5'Iz` � 4111." " ,• 3' 3'l2 -- ---- --__ -- - . I L M I 11 I 1 M L. �� I �� 1� ! 11 1 --fir---- 0 2 4 i c. Z .'�lz. Z o 2 -o Z' ��t 1 (,. 2,_ 4� 11�« IEwtO of: BES r �� EIJa of TYP. 50�.LIU4 of t•3 STIICQUd'S Fo12 '�iM. -t"N F_ SPI�LIIJL. a F *S 5r'TIQIZL,jO>,c t=-x,12 ESI�A_ � < 1- 1Z►.NItsjLv ILI'To twTreAto2 PILASTER --- F2t►ItiAI-4Lo I0,l'►o —E"0LAAk',LL PILAI.STa11L 13 F_".� ,e,. «4 ,cry 2 QuPS r TYP C-OQ .1 E 3 EAM Er' 0S GTI g Cv� LoC_ 112.If II-o" Z 0 mom • �l1111!' .. . .._.._.►........._,._....�..:.,,....... a,., t l l l I I I ' 111 I I I I i I 1 I I I I I I I I I I I 1 wl ,,, v- , - �` NMMMM.-.I.m.+wM1RIMu pyn n4h1+Y+N4iiM%.•�.r:. y �• •Y,��"t i ..:' - -; _, ... . III f I l III III III III III III III III III t I l III I(I III III I I I l I l III I C'I III III III 1I 1 III III It Jill I�I I I III III III III III III III I I I I I I I III I II I I I I I I I I III III III I I! Illy! � _ �•. .,., _ .._ ...,...,.-.__._.___�_. 2 3 4 5 6 7 8 9 10 I I NOTE: I F THIS M 1CROF I LMEh �~- I -- DRAWING IS LESS CLEAR THAN THIS NOTICF, IT IS PUE To '1d 1NF QUALITY OF THE ORIGINAL- DRAWING. OE 62 92 LZ 9'L SZ b2 EZ ZZ IZ OZ 61 91 ,LII 91 91 VI EI ZI ! 1 01 6 0 L 9 S b EI. Z I ' 1�!IIIIIIIunIulllunllnlluulnnlunlllllllll'IIIIIIIIulnuluulnulnnluulllllllllllllllll111IIIIlII111IIlIllllUlll,IIIIIIIIIIIIIIIH�IIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIII111.1.IIIIIIIIIIIIIIIIIIII�IIIIIIIIl11lI11IIIIlIIInIIIIIII!IIIIIIIIIUIuIlIrI111llllllilllUll!Ill!IIIILIIIIIII !APRIL 1 � 1. 991 r _ iY