The URL can be used to link to this page

7185 SW SANDBURG STREET-2 1 , I ,i. n fl« I'. �.h 7u1 I I 1 I - Zn •- - II `:\ � � 1 � _ � i c-•,ass � �� + j _ Y I r_nA 17 I 501 i �--t I I � 1 I T � - � T �� ` I 1 C�nss I I 1 ` � I .�._ � h'!h1��31d...._ti:.:.._�• ....�� 11/L..—Ia 1 S. _T 7=7?I i i v, 11 er.,r APPROVED FOR CONSTRUCTION __ I - - -- - --- CITY OF TICARD ! • �� PERMIT NO. SITE ADDRESS ' I. I BY TITLE DATE I � I r _ 4 OtmoviLa t qlU EST S (,a) / I .�� _. �� I'� 1.r", �1 1 ham..• � M � ,I I I 1 �. � � ,, .....�,.. � ti � '�I�I�I►Irlt�,(�tltltl�lili(1�rltltlt�lllltltltllltll�tltltl��tlilllt�Itllllt�Ill�tll�IIIIIIIItItIIItItI�ItIII1�IIiII�tIlltll�tlt�IItIIItItItI�ItIiIII�IiIiItItII,IT�t�IItI�II�;I�I�ItItII'tllltrt I 2 3 4 5 f 7 8 9 10 II 12 NOTE: IF THIS MICROFILMFD ►r DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, --- — - - --- Of, 62 82 L2 92 S?. 102 E2 ZZ 12 02 61 BI LI 91 SI bl EI 21 If 01 6 8 L 9 S b E 2 1»r►�w f �mlul;liutltnllilltlliillnulnultnN1111I1111It111I1111I1111I1111I1NJr�l�11III11�iI11IIIIlIIIIIIJ,�11Lf11IIHIIII!IIIIIIIIIIIIuu11u1I11111)11�IIJt1(11�I61111rn111PnIuuI1111�u11Ilullnnlull�Ilulllll(111111111I1111�1Wli111111t�u111111uuluulilu��IltuI1n111Inluulln � �' MAY 29 11990 TICARI SITS' 'Di✓SI N iic�Y .�h 1=t , 1C79 CL' tv "rlall 1.1-420 S . 6J. Main Street - Tigard , Oregon Dc)cket : SDr: 2-79 - Trademark Plaza ".ppIi cent : Trademark Homes , Inc . PCgUezt: For site plan and architectural revlet,7 of nyj (2 ) 11 , 438 square. foot of ficr? buildings . I_.ocation : Northeast corner of S . w. 72nd u S, ;q. Sandburg Street Site Designation : The site is zoned CP "Commercial-Professional.' anc is d nignated as "Industrial Pcirk " on t.Lre NPO '45 Plan . Site The site is 1 . 4,127 acre::; (53 , 000 square i:eet) in size , r_elat:ivel,Z, lat , open parcel with no signif i.carlt. vegetation . Proposed Use : Pro fessic)nal. office , a per-mi.tte-A use pe.r: 18 .. 40 . 010 (1 ) Tigard Mun i.ci_p,al Code . Previous Action : I\ I,P 6-79 -- On March 7 , 1979 the Planning Department staf-f report apozoved the minor land partitioning subject to the following conditions : 1. That. an agreement not. to remonstrate against t1-re formation of a local improvement district for street improve rnent s to S .W. 72n6, Avenue (to local and collector street standards ) be fi l«-d with the City Recorder , 2 . That a half street improvement- be, done on S .W. Sa.ndhurg Street to City of Tigard standards for that portion of the Street along the applicant ' s 1 prop(::rt y line . I R,•:tuired Parking : 72 , 872 sq, f t , .:_. 350 spaces/sq. f.t . - 65 spaces required Site Pial. and ?�r:.hite.ct.ura.l R.c�, icw: The applicant- is proposing to constru -- t t,vv'o (2 ) office buildings in t:wo phases . the second cha-�e is scheduled to begin construction about August 1980 . 1'he two id:2ntical buildings are two stories each with c.arivas ac•minys around the sides of building on both floors . one concern with the awning design rn_iy he rlainten<ance problems wi.t:h the canvas; coati nually expos=ed to the elements , especially the non-vertical portion of the secon�� f s.00.- awn i.ng . A Landscape plan has been su'-_)mitted wi-rich is satisfactory Jin most all rc:sr)r-_ct.s . Provision should be made to satisfy parking lot landscaping rrqui.rerc;:r;t�; of � .� . L••• _._._ - .Y..._. nr+.wexe.,oxw,un7w.Ywaw' .. - -^+a.,.,w. ,NtO�'ajlrw . " .: — '�';. ,., «. I L II ►IIII `.IIIIIII � II � III�� IIIIIIIIIIIIIII � IIIIIIIIIiIIIIlItIIIt ( IItIl � 1111111 �IIlIIItIIIt � Illltlt � lllll ' I� r� lllltltlt �l � tltlll111 � III � III � III rII � Ilrlrll � lll tll � lllll � lfrlr Ill � llrfril � lll NOTE : IF THIS MICROFILMED I 2 3 4 5 6 ? 8 9 ! ! ! 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO ` THE QUALITY OF THE ORIGINAL I DRAWING. 0C ' 62 82 1Z 92 SZ 11P2 EZ ZZ 12 02 6 t 81 I 91 S1 b l 61 21 11 01 ~6 6 L 9 S b E Z A Y , 29 ' 1 90 jv �IIIIIII�IIII�IIIIIIIIIIIrIIIIIIIrrII�IIIF�lill�llll11111�111l�111��IIN�I �t��1.ILL�Iitl+11111!)�,�,�,�,(�.Iltlillllll!�IIt��I!!!)�1111IIUIII��1)j!�(►.I�.i,1111�ItII�IIIiIIIWI11L�iIII�f111L11.11111,(1�I�U� .UllLlllllll�tWlllll ' 1 -+"•�Ly� .._ i iL1F. Www..- _._.....-.,.,aw. .._.� .-,�arlMl/ .. I1�.''"" ... 4 TTGAR,D SITE DESIGN -REVIEW March 14 , 1979 _ Tigard City Hall .1.'420 S . ,,. Main Street - Tigard , Oreqon Site Plan auld Arc1h it(--ctLira I Revic,.,t cion t:intled . Tiga.zd MUul.icipal Code 18. 59 . 06- 0 (2 ) D. The needed changes are minor_ involvinq she size and spacing of islands . Also , an interim plan for the area designated "Phase rwo,, will be needed , possibly secured by --a bond . They submitted irrigation plan provides adequate coverage for the landscaping play, as submitted , however , additions -may be necessary to take care of landscaping additions . Signs for the businesses to be located in the building will be silk screened Q^ the canvas awnings and illuminated by fluorescent tubes behind the fawning . Not all of the awning surface may be used for signs without vio].at-ion Of the sign ordinance . The total square "foctage allowable f_or Cin" , cannot excc ('d af..,Pruri.iciat c) y 220 t*'ec-,t and sign s h a I c:_}:ceF feet:, Tigard Muni-ci.pal Code 1.8. 40 . 070 . sciu�axe. bus turnout 1,ane and bus shelter, i.s being :installed abutting Cli(-, north 'DroPerty Line . According to the City public works department , ars j,clditional ,-edicati.on should be required for a portion of S , W. 72nd in orde:� to l.rovide Z '-Dr:100th t.ra.nsi.tion and turnout lane . The exact dimensions should ;)e sob •ect I public works department and Tri-Met approval . A. � St,of r Reconniendatlon: Staff .recommends approval as submitted subject to the following c Dnditions : J - Planning Department approval of exterior colors > . Elilargement of parking islands to satisfy the requirements of TMC,: Seg-tion 18 . 59 . 060 (2 ) D. 3 . Planning- Department ' s appr"0va1- of an in"t.cri.m Jar;Oscape plan for the area r3e!i:irpi,!-ted please t.�:. . This dlain �� 1.J. r,r..�;v:ic�r_' cr.c;ur,d co �c.ram - � eteiytio�� until c:or;st:ruction is begun oil phase two . r�i]_ 4 .. Planning Department ' s approval of an alternate lan-3scapi.ng plan pr-ovie in V landscaping of the area designated phase two in the event than, g construction is not begun on phase t:ao within one one ( 1 ) year of c oi'l -,i eti�,n Of Phas � one . POst-iilq of a bond p.ri.or t"o occUPF,'ncy of phase one to secure the compJ-eti-on of landscaping for the entire project (both phases . ) The bond sh,:11l be releasable on completion of the alternate landscaping plan or cor<<p�etion of tthc 1 anc3scapirig approvc!d for phase two. The bond is to bF� released or fog fei ted Yi-1 n cine year of corr.pletion of phase one . 6 . Dc:di.ca tion of a portion of the northwest corner of the property alolig S .T.J. 72nd Avenue sufficient to provide a transition lane for the bus strn to be located on tl, c> e adjacent property. The exact dimcnsions to be apprvf--d b Public Works and Tri--tiiet . Y RcPcrt prepared by : David Ladd Approved by : _ Al� ward .; Planning Intern P1Director ", illl � ll � I � I � � II � III � III � IIIII � 1 � 1 � 1 � 1 � 1 � 1 � 1 � 11 ! IIl � III ! II Ilt ! II III II I I I I I I I t _.. --._ __ - -- . . NOTE . I F THIS MICROFILMED 12 DRAWING IS LESS CLEAR THAN ' I 'THIS NOTICE , IT IS DUE TO -- THE QUALITY OF THE ORIGINAL DRAWING. Oc- 6Z 82 LZ 92 SZ bZ EZ ZZ 1f 2 02 61 81 L 1 91 91 b l E I 21 11 01 6 8 1 9 �HI�IIIIIIIII�IIII�IIII��I��IIII1��IIIIIII�tI1111111I111111111II1N�lItt�}��111111�i,11�111111��11 .�l�ulll�l!�Itt,��11�.�.tl�jllul�u.UU�f#�.�11�..U�liiillltn1��111 1 . - l�lt�tll�llill�u�tltu�.��lw��iti�l,� Iitltiu�u��L�u�.l.�ul�iufl»I��ulllii , i MAY 29 1 1990 -...._ ..+.__ ... I ALL SPACES (LUST BE ENDORSED PRIOR TO ISSUANCE OF BUIIMING PERMIT MARKPLAZAPLANNING DEPT.TRADE PURL C WORKS DEPT. to 79 ✓9. Date T A .'.i E TI :'-b _ FI.:- PEBYIT ADDBE33 — BY CONTRACTOR Trademark Constructimon ARCHITECTS BrunMoreland C STRUCTURAL ENGINEER MECHANICAL ENGINEER KPFF ELECTRICAL EN Long - Maxwell & Associates Inc. ENGINEER James D. Graham LANDSCAPE DESIGN & Associates Inc. Lutz Landscape Service INDEX OF DRAWINGS ,q _ ABBREVIATIONS SYMBOLS u. 1N(A(I)K 8111.1 M.H. MANHOLE ABbR. ABBREVIATION MIN. MINIMUM ADD. ADDITIONAL MOIST. MOISTURE �U�I�D�I�I� SLiG IDN ALUM. ALUMINUM MIL. METAL IiO. BOARD O.C. ON CENTER BLDC• BUILDING PLYWb. PLYWOOD BI.FI;. BLOCKING P.T. PRESSURE-TREATED LIST OF DRAWINGS Nn'f• BOTTOM REQ'D REQUIRED b.U. BUILT-UP REQMT'S REQUIREMENTS PARI SAL. SP,GTO'�I V.H. CATCH BASIN RM, ROOM Cr VER SHEET :D;. CEILING SIM. SIMILAR "I' COLUMN S.O.G. SLAB-ON-GRADE A-0 DRAINAGE ItBTENTION PLAN CONI'. CONCRETE SPEC. SPECIFICATION A-1 SITE PLAN cIUNN. CONNECTION STL. STEEL II A-2 FOUNDATII.A PLAN CONT'. CONTINUOUS STRUCT. STRUCTURAL —232 NE✓�' C.OI,ITQU!z— A-3 FLOOR PLANS OHL• DOUBLE SUSP. SUSPENDED A-4 FLOOR AND ROOF FRAMING PLANS DIAL . DIAGONAL T.P. TOILET PAPER Tr Cts �o A-5 BLi LUTOP OF PAVINry �LEVATOLI NG SECTIONS IIisp. DISPENSER T.S. TUBE SECTION OR TOP SLAB A-6 BUILDING ELEVATIONS IIN, IWTIM T.W. TOP WALL A-7 ROOF PLAN, STAIR PLANS AND SECTIONS u.S. IA7WNSPOUT TYP. TYPICAL A-R SCHEDULES, TOILET PL,,NS AND INTERIOR ELEVATIONS I-.'•. EACH VAP. VAPOR A-9 REFLECTED CEILING PLANS GLh:L• ELECTRIC OR ELECTRICAL VERT. VERTICAL A-10 DETAILS CIA V. ELEVATION WD WOOD APPROVED FOR CONSTRUCTION A-11 DETAILS �.gull'. EQUIPMENT SITE PGVGC. CITY OF TIGARD I SISf. ERISIINC t1 M-1 ' MECHANICAL SITE PLAN FINISHEro PERMIT NO. 2724 SITE ADDRESS7S�7auI�I7r�l M-2 MECHANICAL FLOOR PLANS ATION GFA! BY�TtL�_TITLE unucE. DATE_ M-1 SECTION AND FOUNDPLAN APPROVED FOR CONSTRUCTION ---- -_ ,['•[!'• GLUE-CALVALAMIN ROLlMA4TI0 N CITY OF TIGARD E-1 ELECTRICAL SITE PLAN ' II -I ..`I GLUE:LAMINATED BEAM '��•P,"� /� n. E-2 POWER, SIGNAL AND LIGHTING PLAN ' ':�' CYPSUM PERMIT NO.-A60160 SITEADDRESS)_fJ430 CITY acp� Ubn. HEADER n y� u.•I. UOLLOW METAL BY _TITLE DATE )'f7 RUIN 17. HORIZONTAL .11 . HEIGHT APPROVED FOR CONSTRUCTION 1 .1,. INSIDE DIAMETER (3Ua.Cllat� CITY nF TIGARD I I S1 I INFORMASMAT 'fON q�� I '.91 I . IN5DLAT ON PERMIT N0._ �_ 71.2 SI EE ADDRE99_if rl -Ir. ::','v L. EWNIII'AC''HRER M.11.0. 'IEDIUM DENSITY OVERLAY SY-_f;Ir.TdJ TITLE DATE, Af- 'h lll. MECHANICAL �i. MANHOLE `II :•. MINIMUM - �• IS'I . MOISTIIRI: row! - - = rIIIIlIl 111�!III!I IIIIII�AI%III IIIIIIIIIII1II IIIIIII IIIIIIIIII IIIIIIIIIII IIIIII II IIIIIIIII II III IIIIIII!IIIIIIIIIII!IIIIIIIIIIIIIIIIIIII IIIIRI IIIIIIIII!I IIIIIII IIIIIIIIIIIIIIIIII'VIII II to to— tow. NDTE: 1F THIS MICROFILMED — I 2 3 4 15 6 7 8 B I7G II 12 DRAWING IS LESS CLEAR THAN --- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 8Z BZ LZ 92 SZ bZ EZ 1ZZ 1IZ OZ 61 RI LI 91 yll bl fl ZI 11 01 6 I9 ' I1 1I9 ISIb IE Z I24X "••" I'�-' � 'j JIIIIIIIIIIII�IIIIIIIII�uuIuNINIII111N111II1111III1111111I1111I1111I1WWWI111!p111III11I1111 VIIIIIIIIIII!IIIIIIIIIIIIIII!IIIIIIIIIIIPIN!Vl�lll!IIIIIIINIIIIIIIIIBIIII�IIIIIIIIIIIIIIWIIIIllII!HIIIILLUBBHIaUIUWllIIBINHLBW�IIUIIIBW11IllU�1111IIBIIIWIll111� MAY 29 J990 ;. . I 1 cl W � WphtklNG-IDN__�OUNTI�. b-i -- � I 1 Q I,E. 22a•7U - � 11 s I �--- ---� � � n _s N — -- -- ---�- - s �,, N w \ 2E?'ENTi©N -Tr-+15 ABBE \\ � ` - - -- GONCtJRP�6N'f ��/I'T►-f E � W .� I I ICON A L) o CTION GRA EFS j c\, AR —A /3 r+n W N i� p v r_ IFUVI. 5iT5 R.E T ENTI PER cz O 1 wars h NC-,-ro N Go U N •-- o a A QA�•KI Nb 1.0'T" CSI U N C�O�t7E _ � COAD vJAY F-✓��t`'IEN T I � � NMI c _ _ - �fPNGAf�b UD►T(rN mil N � ' > 3 --— N 7 227.10 / rAV U I / WASNIN�rtoN oUul'1'(y, P-I ��_ __�- - UN piN I �--_— „- - OVEf�51Z�t7 �iDE( I �- <zz - ,F,.21-410 - �� ®0 W JTO� i 9�TENTION FIFIN6 171 I N 0 NO _VPLIP, I ( I ' 0 yz c 0 I _ - -- f.._-- -- LL W cc X42 �Q Job No. 2310 . 'H15 DIRAWING PREFAB-limD by Drawn Z)av p EvANS P5':E?0GIATES _. i 218 .53 J Date j 200 6W MARKT ST � �__ ' __— �F�TI-ANCA Revisions - I Gt�NTERI-SNE aF � . r,gr:j,-,� �ZOADWAY Approved ��T�N�TION f�If INS L�A1�1 ,avn I''=20 o'I p L Ak, 1 � � � �. _ .pis x;..:.+�.::�,*�ue►.r:;r-.. .. ,.,yxnai�,�y�� "- .-ro.ro+r.:�it{fAwM�MM1.. +yw�s.,; ,.,. 11111�I1111,(III111111111 0.1111I1111111I1111111IIIIIIIIIIIlI111�111III1I111I111t1111111I1111111I1111111I111111111111111I11111I1I1111111I111111111Jill111111IcicIIt111111I1111111I111111�I1111�11 ..- NOTE: IF THIS MICROFILMED ►��. ( 2 ,.,. 3_ 4 5 6 7 8 9 to I I 12 DRAWING 1S LESS CLEAR THAN — -----�. THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL t DRAW I NG. AE 62 BZ LZ 92 SZ bZ EZ ZZ 17 UZ 61 6f LI 91 !1" `f1 ci ZI II 01 '6 I'-- JL � 9 IS- b EI-- Z �s'II�In1lnuluulnulnulunlnu1u11I1nIII111IIIIII1111I111111111I111lUUIIIIII[III1�111111111�1[IfIIIIIIIIII�IIIUIIiHII1111I1111IIIIlI111111llt1Ul►IIIIIIIttIIII11IIlUI111LIIIIIIIIIIIIIIlI11lI�IllIIllIIIllIlAl111111i�11W11I�11U1fHl[IWlllll[ll11111�1hIIIIl11lIIIlIIIWllltl f MAY 29 1990 ` 4O9 _ LL. r.00 mI,YW D ALd .N-T&�k�N2 5j :.ES NOTE-� � I.�� r� N -r RIM . I. TNI' `�I t� �LAr� l��n.� Pr2E r��. �.( ' I:fzoN 'burVe..Y •• N �.. 37 C .. .. .. --- 2�c4 �J'UD wA l,l- I N FOtI;M/STI DISI UN I h}-} L' F,Y �.�= .MP.KFC CON- I ` - • o5-r 1 cl /Z P�Y W D ro N�'Ti-r ING FD Z I T J A�.GuA�Y. I \ \ -- - Al _ 2_� . AL1. L3UILV NC��, IVN'IV�J,. P�\i�KIPJIa ,�N17 l�W I�� I �� \ _ �-rs I-IIr�6C ASE PAC/`-,L-LEl, Ar---4r2 I��I%EN (�IGI�II.-AF2. Ta • .... -ro ~n4 S E4�4--'T 00'4-4' L. N IL_eS.�P G'-rk 6 QkiIto E I Foe Nyr_' ' vA lart ND N I p. I i;tA I NA&6, OF END WA<,►- 1 I v! o r______ r• BEYOND L -- \ i • I I \ \� \ rn 51p�NC' oN �t.C7t� 1 I �LGt�R OR (SOF ON 2,csF q IG O.G. I \ t \ cZ. c -,. 1;. �IWE O;� I2G Wf'�Y 'g E t`'11;N T II I OHS or+ �-r / GAS H -- ------ -- co MAIL LOX OTAND I V2. 11= II011 I IF5%"rEhID '-�nUeL'P_ -;np Pt.A'fle _ _ d►�O a lU , �A�+vIG••�PpE SITFT \ Sri rt'►�o lnl� Det- 201n1 _ _ . — (f� I , PL-ANXIT I►yam AfZEA 1' W ' I/ V y . I ISR iNFa21HA ION ONJA , / � _ I � WHEN Jolt r''ERP�N�IC.�Jw�rt I t // r►! O1 � r tl /� i grtr4f* _ _ lv GC�C RFTE WALK j <zz K=gb'-nrrx,� - ��. _�� *a a■a e alt ar>01<l 0 NW 0 0? �' -IAND�GAr'p�D �,�h II ! \Pi��NTGp A 191A t_1 rp 1 �P _ PI-,�►N'r�NCS e Li fro74 =v .I' 0''Dn ►- I, _--- - __—_*' IJALlIc 57 II'-o'' a �IMAT� E;r�l> �F - / —/ — — �• RAW UP _ W �R Di ENrc ON5 OF � _ coNG. R.Jy'TAll�l'h�� I --�-�- ----- j-- M 4 '-d' a' '' � �Q �'AZ�:.h /2¢�on WAI.Lh 5EE SNCE'T _ �u1l+Dlh ! LINE G A�rG4t I�ASF N - S�� S��T A-0 i�C712 I NY�'T` �V�4t10N �tN G' A -2 - • �AI N a(�� I*T,iff'T"I DISI I N�'D2r'I A � / i � � f % �7-�"�' I ''•, � � r �' / / 2 ff N l,A E2 C�t� >''IRAN rJ7'I�`r' f�AZA , \ I ,8q s-3 , ! / ► .�a�No. 2310 ° z- - --- -- -- I o 1 , - --t" IAL �. .. +, Drawn Date lCo APR1L.0 14179 Revisions 21a-w 2 as 5, W. �7: S wA� it Ko f 'ZC GIAK4C5 LU • 'IIID: UlU1W1Nl.ti ANU til'ECIFICATIONS CONTAlNF:U E ► I G�NTEkL-INE �-�F I?Y '7T^,H(7A fes'Pc HERR-IN ANL' I)ATI;D AI'RII, 16, 1979 (EXCEPT � TO vKe; .� � --- G.l� D�DPR aC� b 'C RMT �, Approved ,II1:FT A-2 UATEU MAR01 16, 1979) ARE F'OR USE IN THE CONSTRUI;"I1ON OF PHASE 1 OF TRAVEHARK PLAZA ONLY . IN ESE DOCUMENT'S ��. 31O�wA �pR.k• • • p ` ►��' MAY NOT til. IISEI) FOR CONSTRUCTION OF O"'IIEk � 'C� R' •� R 1'RO.IEC'1'S OR, Full AI)DITI�INS TO THIS PRO.;ECT 'J.'•� ) S ��fw � I T�' W17MOUT THE WRITTEN CONSENT OF THE AR011TECT. I �`' A. 1 ( 11 � 20 I _O II - �d�a',,�,co�. �a.•�� Pw_......-- ._ ... .._ ,.n.m.nw...r......Pw.,.,..,.�' .._..r... Il +.w'wV,.ma.__..........._...IMrr...,.» + ..._.,,.,..Myk..,...«,..,., *,. IMP 1 �ININF► III II III III N11 111 111 III III III III III IIl ISI 1�1 II1 III III III III III IIN III III NII Ijl III III III 111 III IIN 111 NII IIN 111 NIN �I11 III NII NII IIN iil III III 0V .� � I I I � I I I I I I I ( I I I 1 I I ► I I I I .,I I I i ( 1 1 1 NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 I0 I ( 12 DRAWING IS LESS CLEAR THAN " " '--' -------o, THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- _— _ OE 6Z 02 LZ 92 %2 b2 -Z ZZ I� OZ FI 91 LI 91 §1L 1I1 rl EI 21 II 01 B IA---� L� � 9 f9- b ^ IE-. Z I"•�*' { rlllnnluulnnlunlnulnllln11111111nIIII1111111111111111NI111111111�1U111111�Illtl l llitllll�uilIII111111111!!!110111!111111111111111!Itl►1H1111�ll II II 11111IIIIhIIIIIIIIId11111ill 1IIIIIIlII1�lU1I1111�111W1<1W11111111111111111j11llI1lll�IWI1111li.IIIWIlI11t1I1111III11III11I1111!' MAY 29 , 1990 CONCRETE : The selectiurl ul "wtr •ial:, tor', anu the 1111xiny a►rd placlny ut all cuncrete s I 3 5 • siaTT conform to the requirement , of the 1976 Uniform Building Code. Materials shall 4 ( 1 be proportioned to produce a dente, workable mix which can be placed without segrega- ` J I I tion or excess free surface water. water cement45- ^7 ratios and cement content for various �i. � � �• • concrete strength; (f'c) sr�all be as shown below, except as approved by Engineer. Con- crete strengths shall be vs:rified by standard 26-day cylinder tests. Itj'�l I�-//q n 4 'i' , P"__ __. _ _ _._ - ._ -__ r Minimum Sacks of Cer ent per Maximum Gallons of Water per � ry JL mss.. f'c Cubic Yard of Concrute Sack of Cement _ Use t"o 3000 6 6-1/2 Slabs on Grade, {I 1 PYONP'r(�0N TO - --- - f Footings FO.G u - -•—--�-- _ _ �t 4000 6 5 Foundation walls, � t i T T-.t Q ketaining Falls W V) A water reducing admixture, pozz,lli ' h, shall be used in strict accordance with the I i I 2 S1 �I manufacturer's recommendations in concrete design mixes. gagent, __._.__ b �tl ale ete mixes ex ,�; ( .� �, �-�; F JNpATIcaN 22 ' conforming to ASTM specifil.ation C?_u0, shall be used in all coa•Cfete mixes for exterior l V„�► T01,,1 J IS - 3 ; Im a 12 DRAIN horizontal surfaces exposes: to w,rather. The amount of en:rainld air shall be 5%±1% by I r 3 /" volume. For concrete with .sir entraining agent added, the following water-cement ratios D �� ' 2 --- �i _ _ -iI '—� ml ..r.. t[ M�4. •� shall a p a l y: (� �-- C r .-•J_ fir• Maximum Gallons of Water per �y i I TO.W5 I Rhe- 3 Q IS ® I -T.'s.t,/IKsj'/sa /� _ ,1 2�� 2 i f'c Sack of Cement I _ _ _ I �- 3C00 5-1/4 �I TQ Q -* L. 4C00 4 ;�� - - - - - 1 �O•W, r +-- - _ - - `- �+ - - - - - - - - _2 s r - -- PAGE TF ( _ r` 243,46 "rYPIG�+L its E The Contractor shall submit concrete mix designs for approval two weeks // 9 PP prior to '� 4 LO.W• �D) THILKOME placing any concrete. The concrete design mix shall include the amounts of cement, - N -- •Z4 Zy-3.� 5LAIS su fine and coarse aggregate, Nater and admixtures, as well as the water-cement ratic, I. N slump and concrete yield. -- -� 5G�+Ep U� �E-l-ow I •.r Ln 2'F3 70 - - ! I I L REINFUkCING STEEL: Unless otherwise noted, all reinforcing steel shall be deformed I It - - - --� r bars in actor• once with ASTNI specification A615, of the sizes shown on the drawings few-4� ' t and the grades shown below: � Grade f psi Use ( , r` 0 60 60,000 (As required by design) t 13 II L - t- - - - - I I II F- 1 { "Z i I ! F- 1 j I I I C - I l�- r } - -# I I I 'f0 All , except as noted N ,tel (i - M - - -- - � I I I .-� i � .. � O I ��t. GOr+f1►-I J c?U�LY 40 40,000 Dowels to be field bent -- I � �RaM Cs2iU ..iNc Ai �e C L Reinforcing steel shall be securely tied in place with #16 double annealed iron wire. o Bars in beams and slabs shill bt supported on well cured concrete blocks or approved a 1 -r o I 4 I - �Iv.N A-r 6,� �C2 O metal chairs. Reinforcing steel shall be detailed in accoraance with the "A.C. I • Z�3�1@ O © 1 J Manual of Standard Practice for �►etailing Reinforced Concrete Structures", latest � l � �� edition. Detail drawings hall be prepared and submitted to the Architect for ap[ roval ) I I I E • Nrior to fabrication. Lap all ► eirlforci,ng bars at splices 36 oar diameters for grade 60 •'110114 7.O.W. bars, except as noted. A nlinirns n lap for all bars shall be 1 '-6". Mi 11 test repc!rts �" �- -- -- �- I1' -. 4- fur grade 60 bars shall be submitted to the Architect prior, to placing concrete. t kFIIIFORCING STEEL PROTECTION I I I I Use Protect iu r q FO JNOA'T10N I I I 2 I I I F I F S 1 at, bars Q fi. RW 2 Wal : bars : Interior faces 3/4" _ - I r.0.w, r r.o,w.— •r0.W. I 9.3,713 2 r0.W N1S4 EI.EVAT10N t Exposed to weather 1-1/2" (�3 or smaller) _ _ -_ - � Z � 2 � JOY I I I I O , 211 �41,9{r I 241 46 2hl,7� (,76 or larger) I .r +- t I i�To.hl, �- Exposed to earth 211 } + } 1 } '� t -' - I I I ✓ 23 .11 1 Q II I � N Igo,W, Footing bars 311 .� I I 24 I ,7J 4- t + j }- 1 } i- r 7-g Z 101.311-- - I I� ( -ffM4 col.l.JMt-4 — - p. t J z3 : At all openings provide a Minimum ut two bars uver, under aria aL s ides, u! the same # � size as the principal wall reinforcing. Ext-end these bars la distance or a minimum \ f + ;- t• 4• f 4e I!v J'�'� 1'`i' Z K61�A#C r��rJ o� N A I I I 3 y r p i~ t' 1 _ I FY>J D 'TION of- 24" past the opening. Provide one #5 for single laver reinf orcin and two #5 for � �?. Fc� WAuK F I I � P g• g - 9 t r fi t .�- t .t t Y- + 't # OZAIN - ses I- - - - I- _I F—II -� T-rP I _ Z6 double layer reinrorc'ing, 4'-0" long, diagonally at each corner of all openings. �' i 1 t � -�--} � t -} � + r�HT. M- F4R 2 - I - � �., _ � Refer to typical details for disposition of corner tars and bars in small wall sec- - - + -- Go►,47itlLIATioN I 4<O I I , O OWC tion. +r GONrrleolr JOIr�T -� 4 CONC KETE STRUCTURAL STEEL: Structural steel shall be A.S.T.M. A-36 or A.S.T.M. A-500 grade 6 I I t'Y('I✓�'� 7LAi3 Ott crKADE W/ I 4 + as noted'. esian, fabrication and erection shall be in accordance with the latest 2 nA K pAvl N ��T�� I� 3 �YPis✓AL- F 'fAIN+NG ! i I - edition qt th•e '"A.I.S.C . Specification for the Design, Fabrication and Erection of _ WALL- �5'51c�NA-T ON I I "�O w 1 4' �l l,'fi WWI` I Q Structural St'e� for Buildings". All bolts shall conform to the latest A.S.T.M, rA+2 ' 1�"_ ( '-O `SEE �--HM0L)Le P�L,OW specification for A325 high strength bolts. All welding shall conform to the A.W.S. i1 I I I I �►� �� codes fcr arc and gas welding in building construction. All welds shall be 3/16" minimum unless otherwise noted. Shop drawings shall be submitted to the Architect for approval prior to fabricatio�i. All weldingshall be b certified welders. Mill tests shall be submitted to the Architect prior to fabrication, I I _ PLYWOOD: Plywood panels shall m_et the requirements of the latest edition of U.S. I F. I - F'24- I�- F• I I rP oducf Standard PS-1 for softwood plywood. Plywood shall be exterior grade, group i-- - - ---- - - �- I QC0 2, with exterior glue. Nailing shall be as follows for 1/2" Plywood, unless other- 9 9 Y I I wise noted: At panel edges 10d nails @ 6 inches u.c. DESIGN LOADS: In addition to tie dead loads, the following live loads were used `or At ,panel interior 10d nails @ 12 inches o.c. ES esign: 50 PSF I Floors: Office Areas----------------------------- � SAWN LUMBER: Sawn lumber shall conform to West Coast Lumber Inspection Bureau Grading g'•g ,ll I ! 1 Td' I �1 u ems, Tatest edition. Beams and columns 4" wide or less shall be Douglas Fir-Larch Hallways & Stairs---------- ----------100 PSF -�- 233. I No. '2 rade, Fb = 1450 psi . Joists shall be Douglas Fir-Larch No. 2 rade, Fb = 1250 ___.:_____________r____»_-__--___-___25 PSF Snow - Roof: ---- --- - - - psi (single use) , Fb = 1450 psi (repetitive use) . Beams 6" arid wider shall be Douglas -- 11 II 1 -rrrrrrrrrrrrrrwrrrrr_rrrrrr------------ I .. Fir-Larch beams and stringers No. I grade, Fb = 1350 psi, Posts 6 x 6 (Nominal , ano Wind''-- 25 PSFnd MaBCArea I IF + larger shall be Douglas Fir-Larch posts and timbers No. 1 grade, Fb = 1200 psi . Wall P studs and blocking shall be Douglas Fir-Larch Construction grade, Fb = 1050 psi . Wall Soil Pressure PSF Allowable _ plates shall be Douglas Fir-Lar(h Standard grade, Fb = 600 p$' . II I � F ` , � I ------------------45 PCF 7quiv. � I F•I F I I I ul Literal Soil Pressure---------- � _ I -- - � Fluid 5ressure I I+- - _- ---i` �► -1 4 � ' GLUEp LAMINATED 14EMBERS: Beams shall be combination 24F (usually 24F ) , Fb = 2,400 psi . Seismic. Zone 2 Per UBC � _� �9A I �,`„ - �� 01, � ! � Ali 'members shall a abricated of Douglas Fir-Larch in accordance with AITC s ecifi- ,tnstructiun shall c,)nfurm to the requirements of Vie J, _ -� g p In addi`.;ion to the above, all c q � � I �� cations using water resistant (waterproof glue where members are exposed to weather) 1976 Uniform Bui ldiny Code. soi is ci"lpaction, placement of reinforcing _ I --1 �� ( ^/Q glue throughout. One coat of end sealer shall be applied to all members after trimming. steel and concrete, and erection of structura' steel shall be super- Shop drawings and factory certificates of compliance shall be submitted for approval tq - �.■.- cc the Architect prior to fabrication. vised by an approved testing lateoratory' ,7)I i TS. 3'x3" rl: _ T''` 3�zK3�2 X �/+ --;'� `� ■ �"" s �, SLOPS, .. - __- - -.-_ - - - - -•9' R ETL�,I N I NCS �I4�LL �JOTIN& �GI�� 0LI LE _ �U _ I _ _ U Ga�. Ui`'1N C�TINC� �L� EC�uL� r - t8) ' I -- I�IM�f�I� ION� i2EI1�1FD12LEf-1�NT Tr2IMEN42ION� - _ ` • --� MAV:K C, 0 �� - _� �� --- L _ ' —► ---_--_�-- - -- - -- _ _ _ _ -- I .�obNo. 2310 �_ _ C� ��T N(� .__. psA _s-sC,+r �(X>�'I NU N II '2ldt to '2" !101W �, Drawn �. c ,n_._ I j -- -- I /- I ( 1 I . 61 D� �G IL D,G. �_ I 1 7_Cvu ll 7 " Date 1� r�I�IzGH 79 Revisions tZihl-Z r�'_ DII I'-Oa Il- (op Coll +-011 rJG ko"OG ' 4-E I�r'DG. �II'y '�' �`5c� IZI'O.s: -2 (vl-Co 11 IL oll r}� Y i I �- t ��-5E�' �- 2 T9 v I I ICW-3 (D1_�ri ll_OI) -oil 8i1_ --3� ll-- -�-�E II''O.G # 5C1�7'oG `�I (�E• 'L' #''�� IIO.c. ► II - �_ 3 4 "a II-OII -i" # 5 �•W 5�-3 II (S'•(�II IS'-�SI,tll � i �W-4 Z'-� 'I II-011 c�'- IOI' IU'I O'- 10" *�c: II"0.L *ie, IZ''a.e, p5 'A' *�� II"o.G i%-4 tir✓� �' L. 4 �C-F_ nAr4 15 C-) l2"D,G.�,W J----- - -------- rZw-g2'-Coll *5C 1I'a,G 5 15vG. `�I tJ%"A' *� 11"o, ---- — -- rev✓-(p 8�au I i dll �I Z11 1Di' .3+_oI1 06010j�ueGrJ IZ'O,C:. " I.ASL �00"tN�S 5C1+ uARE. elh�.ESS Approved Gj I Gni A �jC° 10/Z aiG, - - — - OTMER�15F_ NOTED 2, FOR FOOT 140 L'E TI,_I L 5 EE C� Ire 011 NOIDN �0�•Ec�. THE DRAWINCS AND SPE(A FICATIONS CONTA NEI IIFFRE- IW ANT` DA'I'hl) ATit11. IG, 1979 (EXCEPT �Dr WNLL '^ L- `-ZE (1 SHEET A-2 I`A'CF.D MARCH ]b, 1979) ARF. FOR I ALL Def E.N-;-I0NtP 'U ACL OF �ONLKETE "� , USE IN THE CONSTRUCTION OF PHASF. I OF ,CSG., v1Z :E"1rE�L INE TRADEMARK PLAZA ONL) . THESE DOCUMENTS �F COLUMn LJnLE`�� T`�FKw15E nOTEV• MAY NOT BE USED FOR CONSTRUCTION OF O'7HER 2, ALL STEEL. .:JLUMN5 To bF_ T5, 3%zx3'rLxy4 PR+I.IE(',TS OP FOR ADDiTIONS 1'0 THIS PRWECT Un�r.� c�TM��(��E MOTEL:? WT'1'11u1+T TF1F Wkl'I'I'h;N CONSh:1V1' OF THE Ak(;IIITEC'1'• 3• Q�_J< II 1171C,^TI_� L'11e�GTIc�IJ :�� C7�TAl1r LUT. IllVI 1III(111 11`I�I I I I i I III III 111 111 III(I 11 I l( Ie+» 1 1 1(l 1 1 1 1 1 1 I I I ,,.,,,,,�n...y,,,,,,• , I � I I I I I I I I f I III,IIIirIr,111,IIIc,IIiIIIrIIII,11111111111111111 °�' ``f .1111110— NOTF: IF THIS MICROFILMED �- - - - 2 3 �•r�,,,--- 4 - - 5 6 7 9 9 ib 11 12 DRAWING IS LESS CLEAR THAN -----� THIS NOTICE, IT IS DUE TO THE DUALITY OF THE ORIGINAL " DRAWING. II ,►olleirllrl IzuluBhulnnl2lrin i�2 nII1SIlZ111, IEZ 22 12 111111 �IIIIIIIINNl�1UIIpIJ�111IIIIlIII I z I1111IIIIIIII!IItt111111I11t11111 IIII111N�lIll�llj IIn111n InIIIIIIIhHLIuuIIIUiIIIIlllllllUlll111�IWwwW11W11111191111�.UllillllllUllllll�IllII1!llllll Il1tIiI111I3 WInt1 � - 29 _____ 19 9 0 .,•.:d ...- ..� .... ....-..r..w.,.- v ...,....._ -_-._.-....ynM .rr� ..yr,._.u...,Mw.m'u.r+_. M .�- , is ---------,...rr..--- ..., ,._.... --.ww.. _._.. . .. —w,.�C.y-,,.--r- •- 1+.-•...,.... .. ate. ,.._ - .v_.:........._.-. ....rw -.u:-,,,:.•,�..+�r.-ma.-• -�. .._. _ _ u -,� --15"I--�-- - -- g-��r ?O-G �D'.'�i�•11 �"8'�1 14'-�" 5'��''/Z ' 419i�1" ------------- 1 SK-1 61 11' �Y �C1'L.1 CsHT H60V9: A130VE.- AIL 2z) 57 O 1t- -- Vw WAU- AdWE1pV Air -� ---- • � —b'•O' - - -- _ 1 ( . I - t` � �Ji _ .- 15-1 JD � � � I � A'S _N ,__ f _ T _ - - .._. _ - - •� I � 01= N x w f � W I h,pO rJ Ro JGsr�- I = _ _ � _. _ c��CNn•r. � I 1 C�, P � � i Wol•'1EN �' ' " o ! aD t�0?H 51DE5 I I 20 s/b TYPf•` 'x' G`fP t)P. `n THi� hJ4�t� AND I _ I I e50-TH SiDE5 THIS Z L - 02 WAL45 R�?M - - M — - ,� I WALL. AND ALL WALL 5 I ) v i E �'#r o) �, `-' : c I -P MEN I x2.02 I Q b G/►RP- I t ! O a°. QQ 'r —. ` 1111—I i r I E _� ( 1 2 . /•� ENI.ARGEn _. --- - 1111-- --- i PLAN -- - -- � ®rD W ID w-AAfo COL. W, GAIePE'T Th2000HOUT TYPE X GYP I30 — ' I � • , Q I '•YP I GAL . -, I W � i ( -- - _.-- � -'\ ,y �N.I,G.� � . I LA�� `` � ul.E� I � 3 UJ I a r2 ;LOI ,,, o L !� t Z OI PiUL�r E6 I I - - L - - -- .1 Vi <zz ,djjj� --r,e� s 0 0o A-cj TYPICAL 0NLEyS NOTED -----t_ _ A.5 O \ A 5 - — ,,�►2AP rXpo�Eb CDL . TMJ �8 S W �- OTHERWISE I _ _ n i 1 ' Q �I ! TYPE x' G�'P, t3D � PiGAI. . q•t'S 0! �Lr crw z SIN, FL.. (TOP vF coLAS ON GRADE FIN. FL. - TToF of= !'LY WD -- - - - Z 0 IR 1 9 I. AL-L- 0IM�NelON6 -0 �Lk.E OF A7 �J I I S N I �'?UD IJNL1jcj .OTHs4k16� 3- r --_ 2 I ,o 2. Al. kAL,� 2)<4'y 24 �'•G• - 3 -- --- _ Q r O Zuj 'J '✓ -- - 7- 7 I 5 I 3 i I T,�. '� x 3 r .2�iU I A-7 414 -4 �I _ _ 1 1 t --- �, _ �, - ---I�►-I — i 1111- n 1111 �— - u__. I t---- _ I I L.. � I � �._. i_�J E►v DraU 'Jot) No. • ' 2 310 Drawn I i5'_obV21 Date - -------1111-- - ` Revisions A7 � °yEE �� IE„AR WALL. �jGHEUUIE �D� pLYW't7 NAII_It.Ja ,� AU�M. 51CJ11.� cDtil 1Z" PL`�IJ� 01.1 EX7ERIOfZ - A5 i2" PrP �o oma+ 1µ"T �IaR I pp r�II _ I rHE DRAWINGS AND SPECIFICATIONS CONTAINED 4 Gf�c�UND �l��l'� LAN �, ALUr1 SIp11Ji'o r�N 5/8i� �.��,� „xl �'fP. � OIC %2" ("2- _ HERE-1N AND UA'[tiD APRIL 16, 1979 (EXCEPT -- r' F PI.YbJU ON1 1_J(T. - 5/p3" -TYPE 'x" GYP, ESD 4N INT. p I T SHEET A-2 DATED MARCH 16, 1979) ARE FOR Apwoved _ 1 UPPER FLOOQ Z PLAN F- USE IN THE CONSTRUCTION OF PHASE 1 OF ! l�J ALUM � �1Nka OI.I Sj�° Nr'� `n" ON /x" F'L-1 i�d or.I f _ -- -- t TRADEMARK PLAZA ONLY . THESE DOCUMENTS ON 12" PL'(ND or-.1 1f`}T �,At) % /� - `` Z MAY NOT lit' L'SED FOR CONSTRUCTION OF OTHER A�.UM ? t✓iD .J Ea(T pR0).fE(:'l'S �)R FOR ADDITIONS 7'0 THIS PROJECT _ - ' WITHOIr'I' 'l'HI' WR17"I'EN CONSENT CF THE ARCIII'fEC'I'. /2'' MGb "��'rW(� Olv °�/p, "t`(Pf . X �P f!�o r j 1 A L UM SI DI►�> bN `'/per' TYPE 'x I G`f P DGS ON • pt,�i�n wry IN? WIN, K '+ _ •...^ .f+r. _ IIRMIb +slaur.r.: - , _. *. v.-e::ublf'M<.::.,•.aw+oia.m +ti+$'W74�p o •w ,<:....wi ,•. - rs.r. ... ,R r - 111111 111111 t1111111111111111111111111111111111111111111111111111111 ! ! IIIII1111 � 1 ._..+ecntn-ativlV,INtl�•rA7 .nr¢ts111onRRfe7. rsvn+, .. •a,MM,gKN*%R' v c 1M��111". • '•1IMOiTini tA6'I,..:I.Y.. r 111 � 1 µ1I111 � �-I1I111 � Illlll � lll � lll � 111 � II1I111I111I111III1I1111111 � tI1I111ItI1I111t1I11111i1IIt11111I1t11111 ,a •mow.. , . y _ _ ... NOTE: I F THIS MICROFILMED ( _ 2 3 4 _ — 5 6 7 6 9 1)0 11 12 ; DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -_— - - --- -- ----- OE 62 82 L2 92 SZ 02 F'2 22 I2 07 61 HI LI 91 51 til E I 21 11 01 6 9 LI. .t-- 9 SI--- b E Z 1 oris■ rll�llnlnn�ulllun�uulnn�nnlnl►>♦f1uII111IIItII1111IIHIINIthu�111J�W11�11M�iulllllll�J,{lilillllllll!IIII�IIIIIIIIItIIIIIIIIIIlI11tIIIlIllU1!IIItIItttI�IIIIIIIl1II111I1111IIIIlIiIIlIl111�Illllllll>11�W�I1111111111111�1I�UI1W111�I1U,111U�llll�llllUll111IIUIIIIUIIIH��, j �4 I 29 MAY1990 .._•«...�- _ _._ __1111-..... , -y,,.o._._...__.......o _._,. __.1.•,.11.11 _. -r, - 6HEAR WALL YPL 3 61a EAR WALL TYPt 'b PLYND 'tD PWTI! N4ILIWG Ad@ 21/1'O.G� D6L -. - .- -- RAN c, 4 N -- A5 59 37 yMF N 5T All - 5g ll 41 3 - 1 6 0 1P, �J L A7 V 4 . 14 4► 14L- _ - ,f-- - II-- -a - -� / vF- e � Yp � V J 4HFAR WA1•L"�Pi --- --- - --- ! .) • b Q � _ N 10 U '� TYPICAL 4W4 4Lo/16 4.14'* T0• .� Q) n. Ib4TC4xIf MATCH TRU%O " _ Iw'r,IL e 3z" o.c. _ -,- - I .: � � pl• � I I " � ' -- - - 2G 27 `� i Q- R _ 10 O 1 I I Ill U <4 �. 15 1 - '7 -- P -I------ 3 7,11-TT I I 41 -e, IM _ C 06�. 2_.8 I z to -- -- ---- -- -- ___. .—_ 0 _ E -$HEAR WALL, TYPE 2 _ AIEB 41 I I I - -- --- -- -------- . . W C • 1 6H9AR WALL TYP! 2 ,'i c 4� s L rn T I(O ao Id Roof IACH 4 N _l-._.__._—_. __-. _. _ Tp-.OL6-LO•UO_—'_�MR__K_JTOil iI O p ' •—_2.4_ PrG+•s--_trJ_o_�--___--—_2_1 _-_--- ,Q4 ,fy^ Q<z Zo3RAO5 qjM4- et 0 UWLfi98b 6- TYP. 6HEATHING PA7TEIILN FOR 2-4- I PLY'WD ill SIMfN 5'r2 gl = ` -- - - -- - F TIE 'ITRAFrj I Cq,UMNi,L ROM LOWP.IL 0111 �O . �yt+IF-- Fi. •ib U RFL -0 e, PINI'1�D FBF F:kVl� NAILIWo 0C H6DU eL J 34 PUIWD aaoF K3'Fi'K2� I , -Nm w-wow tf F1�sE Taee Sr+EATHIr.�• TyP I -- --I•lhfi DTrl WI E NTEP4o _ �YDU7 W I t TGnD P` SLI/7FOG. PILOV�E�I:LLOi F`* de A7 '�- �_. _ I - 2+° tJ f9 ' G'! O. I x - "O.G• GG�G. 11'e,G. p UNe Y'bP-TBD I A7 �' 6GYi 86 -- - --------- - I Y �V - -- Woc P 8 j I ! I •I I I I I� l -T90 PjE Od COMM-24 ?. aaj'TAPI•B a Tlr!b ECX�Es, To P>E i Ilxy�" FJO IG G4. 6'AF AS ale jORAP-f 15•rolP FROM JOINT PND D(ZNEIN TO r ] I� IN9. 9 4I PENETRATE THE TCIroJE r - 5 SO - -- - - 0 fI O 1 + A7 _ CC 4 _.._ b ELOPE 4x145hC•al.lJ•lAM 6HEAR WALL '� I I I Z 3 WY -- . __— 0 6NtAR WALL 2(0 e7 Al rr�e 1 ' +? i l) 4.14 x 1 fHp �- A000 TRELL --- — —� 2"G 40 2'•O° l I lob No. 2310 Drawn 4x4 �6T/ Date ICO API !'17'1 7 �7 3 59 91MP5ON wom3 A7 Still 6D! TYP pg 37 Hev cions UPPER FLoOrZ F-PAM,NG PLAN SHEAR. WALL. ;CHFt)ULE 2 1200F FRAMING PLAN Approved A4 V8 � I1��I MARIL MATLRI • . Gq'/E, NAILING ASL �e llt II��U ADPF 1 /1 PLYwD RA—,ii IOIO 2.'hn O.G, I1T 2 ^I IXw�PAD eo2 IOrC 410a 1'1!E DRAWINGS AND SPECIFICATIONS CONTAINED HERE-IN AND DATED APRIL 16, 1979 (EXCFPT 0" LYwD DLGYr n SHEF.'1' A-2 DATED MARCH 16, 1979) ARE FOR 2ND FL.. 4 t� /'SOC WTm= oNlx 1044 GO.G. ME IN THE CONSTRUCTION OF PHASE 1 OF I KOOF 'TFADENAUK PLAZA ONLY. THESE DOCUMENT:; FRAMING NOTEGS MPY Of RE USED FOR CONSTRUCTION OF O-HF.R 1. ALL WALLS TO ll 2x4 e7U05 C 2 F} O,G. - PROJI CTS OR FOR ADDITIONS TO THIS PROTECT 2. A" ExTGfIIOR WITIIOIII' THE WRITTEN CONSENT OF THE AR171ITECT. -- - 51-+EAT rIINro 'Ta CE /111 PLYVdO - 56E WALL TYwc-s' 5eH6ep11LE FGIL &W.7$il OP V'rP A4 5H'TI.16W OJ>•R = - - - - _ .i ^11111 FI111 Nl1I11111 I'I'nJ 111I111I111II III111II IIIIIII111I1111111I111IIIIIIII�I II VIII III I11111II II II I111IIIIIIIII111I1111111�IIIIIIII111I11111IIIIIII'III11�'11I111IIIIIIIIII III111'111IIII � .. .. i .a.- � T T - _ NOTE: IF THIS MICROFILMED I 2 3 4 5 8 7 8 9 O I) 1'1 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT 1S DUE TO 'DE QUALITY OF TIE ORIGINAL DRAWING. OE 62 92 L2 92 S2 ►2 E2 22 IF 02 61 91 LI 91 91 Of fl 21 II OI 6 I9 LL� 9 1 IS� 1I1101 E 2 I24X r•••" dIIIIIIIIIDIIunIuuIINIInuIINIuI/I111111II1I1111II1111111111111I1M111U1IP11IIIIlIIIIIIIIII�I�IIIIIIIlI11!IIIIIIIIIIIIIOIIIII!III!!I11HIl!!IIIIIIIIIIIIIIIIIIIIIIIIUIIII�IIIIIIIIIIIIIIIIII�II:IIIL I�UHDUDDItlllIDLllllD1U101111!]IIWIWIUDIWIIllDI11HIII111HRI1111 ' MAY 29 , 1990 TVP aF ` r`1�w�N I CAL C _. ._- -'- - -_-�_._ � __--•---___ f ,��4 I u►-4IT- R I�f f3AT'1' I IJ St L. 4.. E NorE 1_ 10 1 -; R '`� STT I a 1 ,, -- �i.o�•-1 � �x2 SU�PE4 'ECS t . ''xrYF' LI F - - �rJ �iLII`Yv � =� �-'- -- - � I�. ItI51uF� Il G,-p nucT �� .f'ENt�;p 4t4o 89PC I� I 71oi I r'1 ►'1CH I I LS l.�P�SE I L °� Q �� _) . ► 15 ,E C _ 2x WI�o _ su I,.^T 1,-;7 N I ESRAC I CL , --_ F-10I( �� I �1 � II -�---- _ i I 11- - - - - E_ = -- o --- --- ---- '24*. �� — . •_= 0 �� rrl - SEE _ - �� r� IJG. cE i L 11�6 A IwYP. oN ��Co cEILINc�, IpJ�Co I I ---- - -1 r '� o _ - --- _ -...�; I - _ - -- V R o A^77 t I NSl i It�Tlo�l I I 15 I a) CSI � I , .. � a� O L�. — �a I CLEC f_T-- [-raja nn>�) I i , o /L rl ?J I CO i I L1�1.1 E Lill, -1Ti1 2��. �• j_}� -. --_- �.__L: m ed Ili ' f., �c •, I ��1�TIP�L ��CTIo� � I - i 0(.7 ,34 I c�4 0� S -- cc �T:�p pF PARAPET o Nl�o ------- - - -- - --- • 1 COL/CcAI U-L-AI`1 �I: SLoPE V*'/F'. NN K TOP OF &L.0- L-Ar. 1 �25C0. AG'r1 To Ft U S I � AL L�_TL w�t.a?►ON ^ -. _. . 3 n�C � C�It.Ir�G �+ WIRE rjTltl+?GH-IFsp __ '" Q �5r�r-II=l✓p ��-zw�nl T12u� --'-.---- --- �' -142; FIXTU�- I13 CONNEGTI©N ( V C-CiCOh.I EGT ON (\ 1&0). / 25 Y � OF FIN. FL. _ `_.- _ `.� �__... _ Y \ O' _ - - - = - __ -alp - 4444W OA 13 571 -�- TI4US•.b131' X�II� �lJ�fr' I It; EI:� COLJNIN Lr^1(9LO Tl�p_1 M �4111f�p�� F-- E T7f�CH T 57-1 �M foray H0F;V TFL 1 T YPic�L R-►I L-E,�� --- - - . - 15 Job No. 2 310 �. . Drawn Date iCo f � �4'I _ --- Revisions C� ( -- - - - "fpP of FIN.!�I„-_-- _ ' Ili I Approved THE DRAWINGS AND SPFCIFICATIVNS CONTAINED NF.RE-1N ANU DATED APRIL 16, ]979 (EYCF.P1' /d• �� I_ II_OI' --- -- -- Sf:EET A-2 DATED MARCH 16, 1979) ARE FOR G7 Iy USE. IN THE CONSTRUCTION OF PHASE I OF TRADEMARK -LAZA ONLY. 'THESE r)OCUMENYa -� MAY NOT BE USED FOR CONSTRUC-IION OF UTHER PROJECTS OR FOR ADDITIONS TO THIS PRC�.'ECT WITHOUT THE WRITTEN CONSENT ('t THE; ARCHITUT. I �( II I ( i1111t IIIIIII ( III11111111111111111111111111111111111111Illtllllllllllllllll � IIIIIII -^ i i ►I 1 I� III � I � I I I i � l V I I I I I I I I I I I � I I I f I I l I l I I I l I l I l I t � l i l ( I ( I � I I I I t I l I l l I I I I I I I I I I I I I I I I I I I I I I I I I I I I �` "- � ----T•------_--.__.__ r----. -.. . .. ,•,..-._ NOTE: IF THIS MICROFILMED ► 3 4 5 6 7 8 9 itD I I 12 ; DRAWING IS LESS CLEAR THAN -` - ---�. THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW I NG. ----- -- - - OE 62 92 a 92 Sz !►z ez Zi 1 C>? 61 91 LI 91 91 bl EI 91 it of 6 9 L 9 S 0 E I�II�t1tIlIInI11nIInIInIIIIu1IIItillitJIIIIIIlI111111II111I1111111i1I11N�lU1I1it1111itIIIIII II1611111111!VIII!IIIU11111111111It11111111IIIffVIIIVIII!IIIIIIItill IIIIIIIIIIIIIdIIIIIIIIIIIIIIIIIII�IIIIIIiII�UIIIiJlllllJlll1llI111111111�U�IWI1111�11�11I1111IlIIIIII11IlWIIIN 11 I> , 29 _ 1990 qk� A( 2 I Al 0110 rAA^ r 321 ALUMINUM Ps►R�►pE'1-� C43 I _ _Lj - :- -=_ _ -- --_-- o 42AWN 5UPFR7I1LO r� A � ! I I FIN15H C�,Z*DE I ( - 'A �7or ori 5�6 J L I I 1 I 5GE - T - ��_- _- _--J L VJAIi- - 1701P a A E =AJ5-Tl_��/�7 i ON 2 NOI2.�TH L. V7I ON s <zz (D00L4 5 I W G F u Q OC 0 t i Cc A'3 - --- A `rq0 O!- 10A ate. A7 - -"- (42� /AWNING C+� 37 - -- 4-2- - ----, _ . _ —IJ AWNI – r-------- -roe of CAP 1!5T W N R ALF- I 1 — - --- — --_ _--- _.—_- - - -- -- --� 21bIonp L°roRlp Llr�i� -roP of FIN F �INIG�H a�Acp I.iNE �ADra �'i r1N I �iNISH ;RADE � '.�uiL�ilN;' l�iNE- d� '�iQEhIAI.K 3 � R�rA i r•l�r.,� wH i.a_. A5 �5 + Job No. 2310 �OU7 H E L-�V 671 O N Drawn��r• I 1 a�� /�� _ I _G � nate 16 APFZII,/ x71 Revisions THE: DRAWINL,S AND SPECIFICATIONS CON` AINEII Approved HERE-TN AND DATED AI'RTL 16, 1979 (L.XCEPT SHEET A-2 DATED MARCH 16, 1979) ARE FOR USE IN THE CONSTRUC"I'LON OF PHASE OF r`— I'RADEMARK PLAZA ONLY. THESE DOCUMENTS i III I'"1i�J MAY NOT BE USED FOR CON.,TRLIC'[ION OF OTHER PROJECTS OR FOR ADDITIONS 'f0 THIS PROJECT 0-01 ��0�� WI'CIfO1IT THE WRITTEN CONSENT OF THE AR,:'HITECT. s .,� �IrIIt�IrI��IIIltrfll�l��rlrlrt1111f�r111111I1i111�r�111�1�1II�11111�1i1�11L�111�111�111�111I111�111�L1111�111�111i1�111�1i1�111�IIL�IILIIIIILIIILIL�LILIIILII111�III�L11(II LILIIILILIL111111 b' r 140TE: IF THIS MICROFILMED Z 3 4 5 6 8 9 �� 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW I NG. OE 62 BZ LZ 9Z SZ OZ EZ ZZ IZ OZ 61 BI LI 91 SI b1 CI ZI 11 01 6 9 L 9 S b E �Ir11nnIIrIIIIIIIIHLLILLLLIrLrLInILIu1�III1I111fII111I1111IfI11I11f1�11�1UUlI#11)�INIIIIII1111,�1�t11111111III+JIll1lJIIIIIIIIIIIIIIIIIIIIJIt�1111�111!�11ulrmlllulutt�ultlnnlunllut�tulWtlnuliiW!ullff�{��:�IiwlffuWu�wtltu>Juttluul�l!I�tnitlullul�ulib111;'�� , MAY2 1990 All 0 w —._ .� A-4 G61WHw49 GKN-IINis oN 2� GAF L N6; *1vi! TL°irr ++ - Jo1eTs TYPIcs,L 2 A t �' oUST A7 (� 32 �— O i ao I- pI -M.(7o GL•/ .. y WAEA'reILOR r >` AWl / as C N 'IW 6K'r fF-2102 - N yC:sCt; . - ro�24'RG. $I WAIT / GRIG KE'f NOT"TO No SAN PINv -�-__ I 51 52 � �^ I � r 1 ,�-(YI ❑ � / IGGPf/�HOpEY GJRb ED ce L o4' Go•altD w/ MSC+t 2'61 GEIL11ye J0I515 UNIT• 6Gf - - - -�G U '1&,*4 PIAN N) e. fN2 1:1 < SLaPE b reoFF1T- - 'J(:L 1.10 TO.W. 238 ' ,tel ro.w. zac, e' /— -__ yaN I TDR. I^I GNACaG &&5w W m r--} --- - QI 2 V MEGs UNIT TO L Zx 12 Hf21NmQ.G7 Cj �1 ON1F} 1 2�l. „%IMPiOWN WZ10 — ... 1\yl 0 S ilM r--+ GEcIeING, WHERE sTRINGi* - �) -1 4A6cJr H4+W OF + ^T7PCHK Tb H.4SE bELov�e - u aF pp SrAI �. aTv r ~ il+ I !AT€RPF1 d 0.5. f {oTGH TRIC TYP. � Sj m/} GIH.CLIC. z">1.6' II _ --------- _ ..-------;/I� , { �r LIRE of 2A4 SND V40-LL oND��rCTa�n,-ISTf�I�T � tnlGur,�Rd y rc r sV�IFt 1 -441 �NFR ¢' STRINGE(2, r� �_EXTEf21UK �TAI (Z ��GTION 2 IN1'�RIOIZ STAIt2- '��TION ' �e I R4L[^L RISERS 20'- 1 ✓41' eE -1 ort — - - - - - hYo!IGH I W L .. Ia Ti i�D II J o TM ---II --- - zz U(� �I L _ I Iv N ' Pcwc i = Ii - 5 4fo1' ¢fin osUR6 r� ; A5 c' t /� - \` 0 F - WA" 6ELOW u 4 A7 — A7 A7 0' fY? -- �2v� Z � - --- �Z 1 F z I - --- 0002 bbl.0w I,,N� G II.IT1:eHIEpIATL• '9FRINfsbFt LIIJe aF SI�YLI6HT 31 G°HIGF{ WALL ' cro LINE OF iwa4HF1JIA-rP- 'jfi it-i&L2 �u STAIR PLAN �`�'_ 1 IMT�fZ1DK STAI (2 IRAN C 1 ' 1/77 411 LP.NVASAWWIN(s _ Y A>•vNINII cc ru Job No. ' 2310 i Drawn Date Co APR L PI'1 I TMP Revisions I _ J'�NtIeGI�K - is 5'fCINCr61z5 �' /bel o IL-h II Approved V THE DRAWINGS AND SPF('TFICATT()NR CONTAINED (DO 0ERE-114 N (DOJO p� �A� I-- �! I� SHEET A-2DA7EITO RL 69 (EXCEPT D MARCH16� 1979) AREMR `yfAl�. � i 5 GXT � IZ IUIz STP IR SC;GTIp11l 115E IN THE CONSTRUCTION (IF PHASE 1' OF It)�(�? I O TRAUENL.U( PLAZA ONLY. THESE DOCUMENT MAY NOT HE USED FOR CONSTRUCTION OF 0' HER �7• PROJEC13 OR FOR ADDITIONS T'0 THIS PRCJECT WITHOU": THE WRITTEN CONSENT OF THE ARCHITECT. A 7 -- • , .. ,1 1,1.111 (I 1,1 I,1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I l l l l l l l l I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I�1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 � d - -_ •"` . -_� -- i , -.. r I I Il I I ( �JIIIIIIIIIIIIIII ( IIIIIIIII � IIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111 IIIIfIIIIIIIIIII ( 11 - ` -- , ., . NOTE: IF THIS MICROFILMED — I 2 34 6 8 7 8 9 f0 11 12 1V DRAWING IS LESS CLEAR THAN UHIS NOTICE, IT IS WE TO THE QUALITY OF THE ORIGINAL DRAWING. __ _ OE 62 e2 L2 92 SZ s2 C2 22 12 02 61 OI LI 91 911 LI El 7.1 n OI 6 ' IB L Y S Y E 2 1 �� ✓IIIIIIIINIIIIIIIINUINNINHIIHIIUII(IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWIIUIIUp(IIDIIIIIIIIHIJyIf!iIlII111I11!IIIIIIIIIIIIIIIIIIIIII111I!Iryy111I111!IIIIII/NIIIIIIIIIUIIII�IIIIIIIIIIIIIII:II�Ill1IIIH1W11 ' I11N(INIIII�(1111 ' 24X 1' MAY 29 21990 r�l o I;oa" l2 13A-,,f--icr ------------T- _—___- -�__.---___------------ . - ,cam N 0 I LIH r-I OT F-- `J C� -1 ! o p -{ Z .� IoJ TCJI I. - 1--1 • • • • U5 ,SAN P0R _ • • ___ • _— • • • - �-d' _ __- 10(p 1-oI�Y • • • • • Tesla, Q LO• --- -- - - - --- - - -- N 20I LEASE � — • • -� • • • I i `�'-D 20;5 '(OI L.-M • • • • II • • • i g,p� ___��__ - 204 TDI L.-V�l • • • � t-______ _� • 8�0,� __._______.__�__.__—.�_ ._-..-._.____ 0(9& STA I t?. • • • • • • • __._ O � > i w � Woop- SdIID �u.Ow AI. �!�wa� r'I�TAI. N F_(A!l GO A- -PII)i •t F w�H �C.E AJw � �I<ZP rfr Q 1 FAC5,5 - I Hp- 15, p- '5' I ABEL I O r 11L 101 P� _� A - -- - -- --- - -- Io2 , 3 A A 104- A i 05 G 2 A I6(p A4dozz - cx-10�2- SIZES Zoa �-,7 A A II Vil �/4" 3p -7° zot E> 4- A A ".'mow (1/ Tv e04 5 -5 A A Nimm I 1 0 -- 4 � 3 AG l04 �u� a -�YPOR `A" � J u n u crm YPIGAL• �}, t~I, OIhP. SEE 4i5,HEpULr- AeoValie - �. Z NI �` � NAPK.IrI t.p gp►�'V16P. --- • ALL cOt-1 FUIZI'( TU M zoic r o��v� HN-4 PLAPP5V • = I � ; - 4� H I�IDUrI'(-INCA N�IvH`r'S. �� t �Y S rAMIZ TOWE-L nl'>PN - W I` - Ps Iain Lu Q ------y-- o _ `o'er 34 -,� c'A054= 1011.E ('APER F54-(IN INE 70A P ---15FZy DEAL `' NSE hZ Job No. 2 310 Drawn A6 A(5 Date 6o ApvpzlL� Revisions 04 fi 1 - _ ITE URAWINCS AND SPL'C1F1CAT IONS CONTA NET) QNAtwla ----- HFKE-IN ANI DATED Af'RIL 16, 1979 (EXC PT j< - SHI•:ET A--2 ! ATLD MAR111 16, 1979) ARE 1'''K - �;i I �eAb r Approved -Al, IN THE CONSTMIC' 1014 OF ?HASE 1 0 'ITFADFMARK F LAZA ONI-V . fHE51 )t)cPMF.N" d rp Mr•-Y NOT IiE "SEP FOR CONSTRUCT 'ON ` 1 Ao P OJECTS .. FO' Alit, IONS II I S P , I 1. - �•� Mal 1P WRIT'1'F ,`,`l:N I' H I F I ' j - p � M�IC�OI� F�;`LA'` IL LAH �ct4r-l-MK W 46" r� yINYL !`.�� I'vi I AII`�� wi1 2-'-011 L7W CEV \7101 1e) W r)M x,145 TC I L,�.T N A� AII _ i�all � yell l i �,11 SIM ,, �, :�.•, _ �I I I I(/ I I I�I I I(I I I I I I h I I I I I 1 11 I(I III V I I I(I 1111111 111 1111 I(III(I. 1 1 1 1 11 . I I I I 1 11 IIIIIII 1 1 1 1 1 1 1 111(111 IIIIIII IIIIIII 1 1 1 1 1 1 1 III 1 1 1 III(III I I I��1 1 1 1 1 1 1 1 1 III 1 1 1 t l� 1 1 1 I I 1..,� :::.,. +«�c.w. .: w 11 All NOTE; IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 10 II 12 DRAWING IS LESS CLEAR THAN _ __- ........................ THIS NOTICE, TT IS DUE TO ME QUALITY OF THE ORIGINAL DRAW ING. - --- ------- �=' 82 it t ,11111 if (znIII I III11m1Zu111 Ilzni►ISlulllll �HuIIlUIJ1t111UIIRufllullulll161,1111111 IILIIIIH Inllllll IIU1119 I1111�111_IHHItt1 ItIIlIII11IIIIJIIIIli mIIIIlI111t)IIIIIIIIl�lll1�11111111ll1111111i�ll�llll�llll)Illl�Jllllll!llllllllltllllllllWlllH l` � MAY 29 190 Q,5 U ( 5 ,� `• j ii I I i� N , p I I 7 • T CIE IL.I t`�' \ O c --- ; --- E- _ 1 O - 0) ^ ... i , F : I r , - ;c +- + Nom,N Dc�EN'T t`I c.yt\1 pE�.x=-�N-T' —f---t- - - T -- - - 64T FIr?URE CO I c V I i ----- �T �70to I I , I SES <zz O N�mor00 j r AC-G Jef7 l:::, c:,e,I 1.1 NGs .1_._ �. _ -l.uoIZESGENT i.IGI-tT F-1,KTU" cnnro 0 FLIk-)F?E.f-zXC.E NT LIGHT �= } I i Tl �bNo. 2310 W I I _ • ---- - - -- - - -� - -- - - I - ��( -- - ---- — = 2 310 Drawn Date lc2� AI°RIL, PI'n of' Revisions SGS MAGI-I. 5rlt%ET �` M 2 • � l.oW�� I��L�CT�� C�ILIt�k1 �1..��1 ,� Approves! THE DRAW1NCS AND SPI;CIFWATfuNS CONTAINFl) � �L i G� I1KRI?-IN AND DATED AI'RIl, 16, 1979 (EXCEPT' / 1 ' SHEET A-2 DATED MARI'II 16, 1979) ARE FOR USE IN 'ITiE CONSTRUCTION OF PHASE 1 OF •I•RADEMRK PLAZA ONLY. THESE DOCUMENTS MAY NOT-BE USED FOR CONSTRUCTION OF OTHER PRO.INCT•S OR FOR ADD/TIONS TO THIS PROIECT WITHOUT THE WRIT'T'EN CONSENT OF 11-IF ARCHITECT. t t �, — ,;.;,I�...,..,,.M.... .. L. - -��' .. --— r.ry-.:.e +�.wy.lar�,,,,,,b�r•;w<• d4HRtiAp�At _ .. ; . r11 t I I► 111 i t I i l I i l t(1 I(I 111 III III III 111 III III III I(I I I l I(I III 1111111 III III III III III f�l III 111 III III III 1 1 1 I i l I i l 1 1 1 I 1 1 111 tit 11 1 I i l III I l t til I i t til t l l ald .1rE`�"'- . •-'p•____--- - �-__-___-._ � _ _._. __. -_.......�,.....,�.._.....—.. NOTE: IF THIS P:! ,ROF I LMED i I .... 2 3 4 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR 41AN `-- `- - "+► THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ---- - - ----— Y. OE 6z 92 a3z Sz tz EZ zz Iz 02 61 91 LI 91 91 *1 EI 21 11 01 6 9 L 9 S t' E z 1��..« Zi 71 �►ulnulnDlnnluuln�tlnulnulut►�uulnlllllUllllllll11111U111111lUIII111bIII InI1I1116llfllllllllllJl111lIIIIIIIIt11IIIlIUtII1►H'71111�UIilttllltttlllllllllll>7111LlIIIIIIIIIIIIIlI11lIJ1111I11i1�11�111Wllll1lWU�Jllllllllllllllllll1111111111IUIlIIIIlIII11IWlIIIH MAY 29 1990 I �t SII GONG. rvA 24 LC J K 5 I pG- A 5 I Q� b 5 LA W ' 4 ►�! 2 �te�r,ArLµW Ft QeVd. 4 x 14 C>trA rl 'a[' � , " o POK IWI �(i.F.•W• DAP 3/4 ,1 r • ,� • E E YdF WALL � !i� 2 Fele, tAYr�1.IT I, 1• • .�_ , s -- . I 5 i ,, - --•-•--- '�4 G X12 - 6p",IL 41 - 1/4" COLTS IIK ., 11 .w J I o Cl i�� `,+G/�E vII.E ON i} • • ?c� 3 el 14 2 co•L,efAM l MID pl.NctE 4 L I(o C, f�I��L 1 . . � ' . ;r< - 9 I%120M LAAL.K -I'cU WALK „��' �r K 3 6/ illit.}n ;'` -FI;•'/A'I� G"�o'-10" M I'or4",`�}''�I ' < ,gl/8'I� 21 b.l.• P.�/V�) 3 � 4 W�(0 3/4"c# bOl.T7 31 �W '�f.•G iGN�C�1.1i+L ' II '��•'�'r •I I olw- .L - 5 C.Oh-IT I.a P � �HI L•L �, ` ---�� - - � a � L ) I Tw" M a ,� -- 1 C0 '�P t.I c:t`� 2 �N '* Ar .�! 9/41r b01.'fb , _ _ 3 u I/ "�pL lO" I vUNIw;T ION aI l I �, - - �� 3 I I# /� 4Lk�- ►� • I I i I Vim" tJI�,A I t� W&,I I I I 1t 3/4 /4 I O I tiF / x l coRAVI-;L �NVE�OP� y i I �/ I r� 'Vf x 3"xo,2s I 'IYP I&A,L_. I J - G r I w � I --r L C L AJ L.K, L 4,b TO INkL L• �kT�-t�l O�0 C�L u- L.AM 0 T lam. T� �. 1, l,.l GA� �� I l� �I-� �A� r �AT� C F2UO F 4 i2 �-� ► N + h I �� V'�1 L lr T h I 5 A (p - - --- - -- _ -- - --- 2 --_ - ,----- - _ ___ -- --- 2 Co ---- - - , _ _ � I - I O 11 - --- -_ I I 110 34 1 I I z � -4 I I �I_oil , I _� , I I .� xr, oar+ � x � to cit `� 1 d2 � � CV h10L A. hlp� M I '(�j. 3 �'j"xO.Zb E� Isl _. N 6012 TOP vF WAI.►. �(4� Z A• 3.6 IZ O.L- � � A� z � .4 I Z 'r a v �.*A2- ( y—Z r I �A, �F 1. o H � ,n t -- 4K i in _, --} i 1 � L,I t-I E OG SPAI•l O2El• v w � .: H 1- -- FOIZ I: s 'NFO . . ��,.• • 4K A. t36AM - --_�E•� Z(O v� z x W W x � HB -� v sE� _� N�DULir M __ V r -plot qt-4 �. « ---- ' �+.o�E . ;. ' I1- Z _ SEI% 25 r LJ U Cu :� Cn kk O U x • _ o� Ir �• ''/ ' - IMP ON MU41 1+",SLAfb ON &CAl� _-- � I�AIrIA(�� ILL- -- W 6 I <o q,? 4 �A O w o,r-, -CAN-7I OM JOINT _ ` � , I IrAo1, I h1�1 Foe r-t A� N I '~ � " c -- 0,Q. I!^ I �d% " ' " IT,'7, 3�G 3/L +� O,Z'6 c �-0T TJ L r 3Z 0•G. I �/ _ ._--` - I I C u .•7 N O 3 ►. 4 + -`�j G-r<v. DIMEN��IoNS ? �'' 5HEOUt SHT AZ f� N % ,„ _ uK j1X t p\ ( '/ k p I 1 • • +• S H56 C # �U ��, D C.( i r'U F2 IDI(�'��:M�7{U N�7 h L' G - o m I W/CZ} '6/,+ b01.?5 C- I 3$/'4A' x 9„ �i ` v�i I ' m — 0 \�J� •.7 T' V 01/1 i.� �'/ x `� t�.. 0 c_ Cd f � 4 G � I� w a s .. " I I' '' \ '' 3/4-"K '�j r/4I I '71'1' r `,! '•''"'L," H Or`` o ~ �- fx""V w oo cn r n .� Nw _ - i.. CO 'It" TA i N I Nt� WALI, W LAS �TCa. �I-4 •2 MALL. �r �xT �TD� I �. �� P� C r0c)"T cel C� �N��.i2 GON. G ��i�l . GO121�-I C-.�Z ( �j A i Nc'� I G LA�� D w,��L. 'J N �� r- �°� x.00 it . � Iu - II–011 _ G ' -r,�, 3"x �" o.25 ) 4 4 1 � I ' LjPPE 2 r I tJ• P X !N ✓LAS I.INIi @ l,Oti. I I -'(.5. 3'1LIx '�y21' >`�. 5 I - 1}1`GUNL. 4��A►=� 6LaV. X4.0' �. I I 3/4If 3/C `1 �. SLL ff-V. VAQ I�� I n f"A 1 i WH L tiCi CAIN Nv _ f- tjIMp50N ' 4L-0L-T, I FOIL GDI.UMr) c, f� l.J/Z - I c� x I� A•��. 2'� SLR. _ I C �l.E 24�. his; 4 p .• II 2 SLA�j Eri"1"LN�IIOMG Gr.'t.. — --- :9 -I!2 NDN SN�IN1� Cot2ol.IT I 2x�E 0.�• ♦ ♦ * _. •'I � i-}•'` "h,t.. �r�1 ►' _, -5'/8 x I��/z'�.L.r'f.A,t•� - „AF21 NCS Fe �'e," x ,. �" , I `- --EXPAN�I JN JOINT =�I I I F=- 7/� a - h/�l < I <-- " �. v = I� „ "� < 3% "� I�I��. �.a�.,�l•I / 13 ��Z � ' v �, ' 10""• 10'I I,4/4. 3/4''4 K ll � � A 0, 24 TJ L. W/M �IrA211� ° 8 w O � - , II ,� II r> r�� I-GIGt✓,� N �` I ft 2V4" W/ <00 Ip H a 5,W/V&1;. Hu t�• - c - _ , 5 coNT. Z4" TJL w/2- P,N). . �' ` �Zr 3/4" � C30LY� - - - N � �IrIK rouT _ T '� -� ° PLAT65 1 '� T5. 31��„x �,�IIKa2� Rr O f; Z NON-5N it Pit211 ° ?� �* � ' G ,4�e 21 - ZIIX 21,21 GvN�. sCFTu�=aJ u a 5 Z i SF 5HC-.,T zAZ.. -�_ r V K .IRIS INu0 1 —cC+.-� - -- -�- �.,E =02 I -- 3%u>< 31/tIIKo.25 �AL.� of 51,Ae A DD'L: 5EE NEpUL.� _ ..'�..'oil '� N - TI NCS G �P(.�•Y t� WTI.. IN A I<�. `��A �'C� I/J�.lr L T`I P, G O f�12 I i _�� 'LAY�� W��L G D IC �. 100 1r,00� -'(� I I� Z lop11 _ 1 I/ Ir I Loll 00 - 12 IlO 1 s -- *4 �.- i� c.• ��/W I.4 UJ VJ F - '(h. �,IK , �.25C 4�e -. .------ _ 22- GA• SNT. METAL- Z" �. -r 0. L. 25(0.17' ° f � PAN. rL4izN PAN Oval: coNG. " { �.;tE � �4 1 4'�c - �--�__----_---.___ -� /`�O4'0''0.G. ✓ ` Wum • g WALL W I2h P U P � 12` 2 ><�& A� �, , . - /�° A•a. 4'-OI' U.;:- II� C1L•IIC.I� .JOINT 'T ' V it _b. 3" uNOEite 51DIN� i✓ _ DCAC� Tft2LtT +. + ' 3 (r)'I,t �oT�' f12Uy5-JOLT SIOE Wo•LL��• i �v _ - — �, _ - -.. i �•- ,9 - �--- ` -4" L•A� �- . , - n - t ° ° (0 'Si/4" 1LT� �'LA1•ICO'P_ GAAP _ { ui 1 �� _ •�t,� --DRAINA(0� F!tL. I 3/4 PL'KW000 IA/ ' F''OFZ f Tom. 0 j��"x 0.2•� �'A l�.t.. P�EANI Q 0 .��' ►� `,-•u s ---- - 2 x IO S- Zg•I I 0. G. ��Ee; .I � S•.. I ...'1 � r�.K-_ _ 4 `=�- 4 41111 a " x 12 'i� �'-O I I O.G. �4''TJ L G• '� 'O.c. N i 3'� 5L 430 �A �I�C�� L-ON T�O I, �JO1 fel "r ISA I. K �LA5 -"O 5-NT�Y �l.A.� �. �. . p TYP GOA � I Jr> __t��i� I l_._. Job No. 2310 /I �N �-{� "J n - / I I , ,, --- 14- I I 1 1+ -- ,, _ , -" �� I I _ I I.�,I , ( I r► I 1 I Drawn ' I -Q Date Revisions LA PPEI_ SIN. FLR r I _ 3r2" K � 60L• At-jr* SIZt III_ gyrl `� / ''K ICo'�" co.L. rOt2 TOP OP 1�1ALa. I:I.EV tx)l.fig - _ D ' W/4 -V4 1 • ♦ �/ r I. P_.L1aM (f x�l I r x _ r \N SES SH��?"A2 I 8 �, c� 45" /: " 13'/zls.�. t' +t�1 'Proved 45" CHA�IrE�R — L - .. - 11 �r - DleAIrIA(V� F I L.I- Z x y A�) , a R, _ 2 NUN-�jNIi1NK �rtT;� it �� ♦ ♦ ♦ a� /4" ? ? /211 K 3' CJ" SM<krf4� .3 I"JIr �_I/1LL VIM�NhION� P - _ c' - 2 { CO WALL_ hG1r <1,H�aT 'HA2 - ti T A o I x t=U��IN(a it I roe r�EA,2 t 1�0. q ��i, I I S 1� t'� c.v� A L- �T I l.- �, -�' � N �./�• � C1U rl. �-- ��T ��A I I�. ��,Q. I �-•I cn ��.P�'1•' � L �\ G•U I,. U M �-� G�P x ► -�`r�f� I O(2 �OIU I '1 f� �1 '�J. n �..-O�I ��T� J O I t •-� T `� � L f� � �_ - _ -- I `l 11 = I l __— ( �- I I I a'I I = I O / I - I - �:.� I - 1 - O I - __..,._._ -" _.........._..._._� ....____ _... ,,...,_-._.-_...__..-.._...._ ,,;fi�wlw„;...•.._ ..1,...n.r� ..,..,,,., .. -_ ^'t 1{►•11�1 t r 1 I 1 I L l 1� t I I r I t t I t t I t t I t 1 I t t{1 t I 1 t I 1 t I t t I 1 t{t I t{t t I t I i f t {1 t I I I 1 t I t I t I I t I t I 1 I 1 t I t I 1 I 1 1 I t I t I t I I t t 111 Jinow ll t I{1 I. I I I t { I I III I 1 III I I !'I T 1 I 1 I l ( 1 1 1 1 1 111 1 1 1 11 M 2 3 4 5 6 7 8 9 10 I I 12 NOTE: I F THIS MICROFILMED -• •--•-- -- --• DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF Tlf OPIGINAL DRAWING. _— - -- -- — OE 6Z 92 LZ 92 9? bZ EZ ZZ IZ OZ 61 Of LI 91 SI bl EI ZI II ^1 6 9 L 9 5 t, E �►nllntlunlll;tllnlllllllinllntlltitt{uttlt111I111111111I1111{t111I111111ptlltl)�.Iltllttt1111t1�1�Li11I1111{II!Ihltllllill1111II111II1NI1Nttflll�.tiL,tutltttlllllllttUllN�iNIII{HIIIIIIUII�IUIIIt11�1)1111111itu11l.1i11111J111ll�1JllllW�lUllllll�llf�llllll4lllIIlllIfIIIWIl111�' MAY - 29 _ 90 19 _ C5 11 - �I _ --- - �C"Q I IA'(�,I•+I II •r y -- -c�hk hl.At3 r� �l,r�� A I -- �,_ t 1 y t • I'`I/ � I �) ��tur�l. ,,�INC.�ovJ �LA51�I ► ICS G�.P I � .:. `� • �Z Cap._ �NEET M�'1'AL �; K-moi+' p ;Ai� O • 3/-� '' PLY�•.,�o D. _ � -- t �o � � � - Irl UP FIN hbArrL C ti a ► :o - __ ,,r , N d LOvh2 �/ 1' vgI '�Ic C�Yr I Tr'VI"XL_ T=EAS ••►• "r•" � •` 2 I O L° �'' 9 Al uM I NUM �,IL�I NCS � - Mpo P��rl� D rbA21IA& 4- 4\ F�l 4\ I �UR12. UI.IT W�I6Iy �E AL.UIY'I• ��IGING. -__ • /�C t _ o j IZw i2 K W29Kw2•'� U I -- 4 L��R - _ _ of 7Pfallo2e%�•. ` PO►�IaU X2,.4IvG v - - ; n AwryIIJC' "x4 •_TLaCk_) C' 1 1100 ' PLS �P Dam ,1 LU oN r `II F_YwC,0P t-I6ATH I NCv. -,..-° ' L-I H e; OF CSI-U- Lt H �-v� " ��YP E5 P. -r Y"P. J IGH i 3 I ►� K ��H r �N T i? �� I._- L- M U ��-� O N n ETA f L_ \ -i-,0. 1 �. �.I L_ �A G O :_T_ I � p�- i'G�I L • :� H .. o" - � I ' _ I '_ 011 9-O I `11 _ I 1_ G Ir - --- 4 (o I „ -___________ _ . _ _ � I r---„- _._ ____________. � F � C. ) Mr-11 GAP YP < 2riCv 5-r�D� �' Ilolcv.L. +t+i ++++, +��•m 4” ?.J f, ink `� ' � /4' ` F'1' , m o cv ' 'f'�I�� d cli rA Wn N ALUN1. :1D!IJCO L)1,4 ` L�•T�5 -- - � - E d z P - 4-� RCS W K 4 ; o 0 0 ' iii � I "KI /_" � '/� aH_ 1 ru FrA. ,�ID� G NDt2 S?�� GHA1�rJEL ;n •��' W " w t✓ DCS. P.�. P t%'. o N - YC PLYW v w v �. `n '/z'' �'�Y A !GOO. � �, / , 11 x 1" w�•L-� o fN LY z E-- l x Q I(v J.i.-• 5/� I Gam, L A M - �I/ Y2" i�LY O N otil E p !;A�;T l%I E. ? k1A L•`� ai, L -� �, G v� o F- 1- H IS N OR.l V�. 1 r V) 'S. W SI� 7 JhE 'DG7Uf�LC Zx-� �, ZxCo I�F�rJO�AI1, +� - � �TAcI IZ ONLY � - ND-f�: P�OVI JG bt,,?` d, � K1 N c� � � . 5I O E. 4h rS'QU 1 f;'O ;Ux to F''r T w w Ple Ov' DEL I J, _ -- c iew F lie L ,) . - - CoGUN c= Nf.�x . (U� Vic:, a L P.0 - 0 r- h�UT E Pr oylG rleG �DgN!P�� GOLjt-I'TG SINK PU.ICv � B�C»•GI.E�/ a ..' in G m _ G ALL fJUG'1' -- rl!M !�,5 NPG�KET ' H x G 4 GO H L N O-T 4� �P�r-IDD GEIL'INC7 7 Cr l - d -c z cc E FALE GF �VA�ir O lkl I N;7rE'� LGILINCO SIM, -i m r-I N lel A L L `-- '�I O N 41A T �T Q P STA IImo- l,I-I N ISO W A r1 F' x �- ��>�T-. N A N C��A I I, G STA I FZ • �,, N y_ I I _ I I I 4 � I ,,2 If � 11 I I . �I = I I_ o�► - - � Gu? HDLG 1 PLY _101^tT�- TOP e0_f Tvr✓I a�� Eri-rr.��oP CVLvE ANO 6LO�.K►r�� qh < F Fe•I�A1 INC% G LANI P SLY GA(� (ir-AI N TO P FLAN SNT.� = P�� L.�E L- `O ��,�.►, N ��'t► - �� r � - -- Imo►/L Dt 1.J'(� ��TA(OC�r..� E D ° -- (✓I "{A,, it D(� --TY? T•5. ��" 3''� x O. . 5 - Ex. 17, hof 11-4. NA► L_ tilh 8d I -_.� @ �.L I•.I i r`I Gh�hJ ' - _ 1 E� (4�)) 1�J H E N ` G U�� 'f0 �IAI L Z6 PLY • l'�INT � ALUM• WINDCDb,1 �;h3'1K ?, I „ O.`� 5'>'UD �--- � r-412_"7. Y �u D o _- A4 I 1�►� �-2 �" w I N C�O�1 1-1 .AC� - T�hI v la r Ems. _ l l ! '* . ,= � � , _ I -- 1i '•,�- 4AL oN vc x� 7 I /211 _ I PAPV12- oN /' Ic - I/�11 I"t Do �l_Y1�1000 c > Y. , --- A I�.11J I N a ` �'G Nv PLY O J 1 N PLYk1o00 5�-I�A'r�11N�. W1TN1N ZrlJ"��F 4- OF SPAN - "� �8 �'rYr'� 'x" L7I"c� ►?� � _ . . _ Cao T`r 1 t✓DCS� OF:' F:11-4 -- -- St:E�� t30rc awl �J ,��-T�1+►�I SN-r I - 1 61 O N K r� U ��►OI�J T��.TA I I.,_ T Iii 1.., C: I L / U p� cn I !/211 _ I/a„ _ 1 , G „ �g .Y 1 1) cco .,FETAL I e Loco- nAr� O N FAYWckc �c I/`I I H PO W �i U LAI 1�ooc CLAM �lr� 3� ►I _ I 1 11 -_ _-----.-- - ______ -- - i; Ilo"o.�. t �- ��v„ !ole G;,ASN I N CD - P N T 'U ,. one 7 fP. 1-A� N �T _ 1�w Ft �� AI 2 Cp `a?U D -JA L-L �J/ A L U M. W i N DOM �J '-`/ I- �/�'" J5 CaULT _ - -- MA1:.I-1 �1�11.1ra I�f3LE C3GT'OM �• n 9.5I � �� Tl'I?C��ID LINE 13/� W,&A , ,I 1 I, x. u 4 `1 I(OIt X4 " L. i/Z I c r �LYWoOO `A-IM-TW It & � M1D5PAN_ - - C,E1�7ER6,c2. D E!~ TO + I Q I4 I--' &12 E;•c 'T '1"f��f� G 4 4 F� �T LAM o. i N� For- -��t N✓T�� (I1-4 PI At-4) -r• �. y O ►= !O I I-r ;0 150 x �F,x\1-1 ` O �I N I/�I��U "I�'r'P W 10 LVVA _JILL_ Oel_'A I l._ - -�\ `� 1l Y �1(a �-I T H�L�C� -__- _ ��T e !?1/J�. STA I� �� I N�� C O L U fY1 N GAP C �PL�Y�D HALL ��`` Job No. V -- , _ SII 1 211 � I I_ X11 1- 4 11� Ir I � (� II � � I�11 � loll � 11 I 11 �� I 11 � 11 — — 2310 ' 2 I /Z Drawn Date i(o, AFtIL� 191 !UP PrOK Revisions O VES t 1.OwJ ,' ` -- Zx4 hP,�>°.F'Er �rA-111-aI0 'fY'P _ 5"x �„oP�.iIN(0 I �x4 O >T I IYZ 11 f tY :H�TH MCV I 1 t - ( � h 117 I H 6� pN � / r U�N`r '1"YP �c,1<'�EN N � .1 ', �K'(LIc�H.T � ��I •1 > e W�� rA t�.� oN I/2 � _— ro.W PI,Y��Oc�p SiITHIN�. �NINL> "' Approved 5 . ! V+-' T P, L 'L`�1�1 Oct p T>'P /4 1 !, �1 - G c7tJ�TI'U4--r 1C��rJ 7T�I N c�Cid *I C Y I I 7 _ '1 3'r f�C-�I�lf`I S POI,(( D • ! I W/C� �/e C'a0 L r k Q3'L x 31/2' �A I? ��'r C.U��i I�I A"I(�I�-I G U �'� %110ISI t�l PO�.I T - i�l I �I O W I L �� <,D N �I�L L� 4� K '� I� I C� I-I . -- ---_ ____------- V ___� _______ _ - ---_______ __._ ___--•----__ -- ____ _ ___ may,.____. __ _-- _— -- �' _ 3 Ir I I �'�� D � � �.� 5 I N T'�r21C.�i2 �TAII2 C��TP� I l_. �� 1211�1� I� G--�pI.AY _._�'`l.L - oil 11/� - I 1 /Zrr _ I (_� II ✓ I/f 11 I it I I/n cr I ` U�� ' I -- I 1 rc ,�,,. . . . -moi. - _ ._ __ _, ,.,,,....._.. .,.......�,•. v • - , I I I I I � I � I I I I 11 I I I I 11 I I I I 1 I ! I I � t I l I I II . ... _..._ -._. � .. �Irlr ►fie e1� III eke rIr 11 Ile 1111e11 111 III 111 III 1�1 1I1 111 111 111 r�1 t11 1l1 111 ell 111 rIr Iir 1 1 111 I 1111 1 1 III e r rlrlelrlrlrlrlelr�rlr,litllltelrlllrlrle1e1r1e�rteleel � r NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 9 I O 1 1 12 DRAWING IS LESS CLEAR THAN --' - - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. — ------_ — -- --— — I OE 62 92 LZ 9? sZ 02 EZ ZZ 1? OZ 61 91 11 91 91 bl EI 21 11 01 6 9 t 9 S b E Z e'•"" rnlunlnre�urrlnrr�rurlnnlnulur►�enllnnl111111111I1u�1u11I1111u1III1111�I1II1ulIl1ll�IlUW1111IIIJI111lIlIIIIIIIIIIIIIIIIIIIII}IIl11l�ll1��11ulm1lnuluul1n111u1Iuu11u1I1111�J11IU11�W1111f11W1iIt111!!l111111�UUI111111U�1ill�llll�l�llUI111lIlUlIIWIll11 MAY 1990 . _. _..._... .. ^'-+ww ._err- _ '--•.. . _.jr._..:a .. -..__. _ _ . PLUMBING CONHEC_110N5 MARK D��:RIPTION \N V C-W I R E:M A\P,K5 _Wc-Jj_z Wk� V_ R_ C-1-0-XT 4 - 2- L F Lo 0 r..?- V-)T.-N I t,1 I-INF- FROM WC v L_Vr_T;Z,c_ mg-r_g V4 40 25aL•y2.c= I IN. Ln CL 04 N C\4 (y) 0 V iR 70 0 c: cz 0 0 1 0 0 7 _E E vy(-z ►iW-U *1 0 L L_ L L jr U PVCX 1:LOM 4 CO 4%1 01 2. F 1 I L j 4Z 2! Wc-Z _'N H CIP, M r-c) WC-1 u L L L L !S t=om H COMOUND FLUOR TD <zz r z Ir ROM Me'IILL- 000 L IN I:-=. -4- TO WH Atl ITkR IT kRf (VFRI F Y) - - T U �\ABNG DAGRAM JI5,Ep��E(V\E% crm FOR 1C;FVVr_Vr_. No R%Jt 16' CW Icr) 0 1 m7u 400 CF" It4 WA�A_L W CL 5OLDINC:i I L uj E- QuPME.-KIT 1':'-__) CHEDUL.E (NA-Z-U) NAQL_T1_Z_0NF_ AIR. Hkt-41--�LAVAC- uwcT., COQ1..1NG, A�W,000 vw_ij/"R GN-, HEATING INPUT, 10)000 C7M, 10 HP N1C7rt3P,, G ZoNIE-1_a (REIF) P0C)F F_XViAU-;T T--t\N'. Job No. 2 310 GSO C-F" Y4,-HP, 1,140 RP t"41. Drawn Date 1779 (F\AH)ELLE_7R\C \Nk_T*?_' VZr -1�O GAo-LON, '4.5KA, RevWons I I Approved i&AL TF xom LONG, MAXVqLLL 5 1 T E PLAN Z C) & ASSOCIATES, INC. 1 4603 S. W. GREBBURG RD. DPE\",0NOREGO 639-3135 mill' I ON" Jill 111 11111 11111111 1IT1111111111111 NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 10 f 1 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING. OC 62 8:. 1-2 9Z S62 102 E? 22 12 02 61 131 Ll 91 SI V 21 11 01 6 9 9 tP c 2 1arriltw A Y 29 1990 -N= �� r I o I I I ! CIL � I s EVVH I FD \D CVV E 1 ,JAN. I` 2'¢ I © © HEAD R � :59 I 18 01 r° I fo'>d J 16 © © 6 I I i L O t3 t�r O ! J IA �- .S.S16'� 16"0 -14'O u' 103 -- I I I 206 18"D p `✓ D [ © �� © 1 1. r - ---- I 1 - I �---� 14')0. � I � --- 14'�y I ^� N MF.N 18°0 i �_�__ 1 O N 0 04 - - -- - - - - - - - - - - - - - - -- - - - - L z : �_ 19� X if I __ J 3Ox 2 �! © 6 I'� 150 2D� I� _ -+ u� �. rJr,d, -- — — —— — —— .," .l— — _. — — .— • — — — — �JO x I O P T O t�X�'- 1 I rL' L P1.D I g � IL'•` � I-I/a"c.W-DN WC�ZWc-� � L �28�12 ! 1 0 v - � 4 W-IJP - -= 1�z' H� I _ I 1`16"� I 1 9 I 12'0> ?O �s 4NV-vP U I �r — — - - - — - - - --- �� I .. 4"VTP, �2"Hw- -� g � C we 2 i t t I I6 0 L —i- — — — --{- — — — — — -- — i c D 4 p I D 6 I r � O -2 — 10-10 LP TO REF 8s� I © o -- ��- 1_ lo' I Jr 9 I I F D >� r O I 2O i c N t I O'jl Is. - 8„p Igo 150 (� MEN I ID 10,0) I + 0 a o i Ift 150 2.0 3 10 RS — 4 D5 11 12X2q I M - . -` L C 14' +bX_q _, � 2 x zq © 4 -_�� © 4 I i D 6 I . . I x_2q - 20��4� I _- I , } �O I I 1 I ____ U) 18alo I`�iv +>' +0,o >rLl) I -- ---- - - % (2M -- 3 jo 10•A) IP-)(a.4 ' - 10''0, �- , OD ' 3 1 41 (8"� ,CID 1 I1 4 I © g I I LEASE I I - II 16io I ISI Z4 n 12 il6 J6 ZrJ I I I l 1 — I 1 I 1 © Q 4 I © I I _ 1 ;12"� - ��0 o�I.c Fac fit-P d '10"D L — ��- 8,10 3 � �I to"o I I ooW © q © •4 � p I 16"� i I � ' N�mcc-iZIA O - ; I Clo„� �� I I,� (� 4 Q q 7 10"ID f i © iIaK12 1 04 © U I I@L—_ ; © 7 16a D� — J- M - _ ._ _ - cn �� 1 �Io'ie . . OF 1 8 , I I © 7 I 14 1?- 5 2 x I � 4 MD.S."!.p-`I 1 ,_f • I I � t� I � - � _1 � 7 rGp Kip 14'� __ l 161416'1>� I I - jDGW .._ V -? ' I I I � 161/ — I_ ! � a � i •12'•1 I ° C ° O © CI �oC ( I II .- 1 5 5 5 — 610 12p 0 ' ..lob N 2310 Drawn DIFFUSER SCHEDULE Date I�o��I L 19�� Revisions MAF1K SIZE TYPE CFM THROW I Hx6 SUP Ir)o 2-War c� GXG Slip, ICU -i•WAY ' 3 8x8 P.CT 110 -- �1 9X9 SUP Iqc) q-WHy lox 10 PUT IGO 6 9x9 Sup 175 A-WAY 7 9 X 9 SUP ?_CO 4-VyAy 8 9 X 9 SUP a00 3-WAY 9 I�'x l�� F'E T. 3 ro0 Approved �� F��O U �I U F LO O F� P �_ � C��S _ U F' P�. ! I� �.0 , - K P L.ASI 6 r� N I�p NOTE: 'INSTALL ZONE THERMOSTATS IN EACH ZONE �� AT CEILI1IG WITH PROVISIONS r0 R EXTEMING -� [,fin DgW1i TO FUTUPE- WALLS AT LOCATION', I ��,J ��5;� IUNC . , r QLD•DIRECr�US10�cWL1Nk 1%IRC' D�MP�R MMWELi., i NFP. ��'�aeo3 & ASSOCIATES, INC. r" 11825 S. W. GREENBURG RU. 41 TtGJ�RD, OREGON 91'2'23 OR oN '1 11 1 ( I 11 rv�ro9 n.z r.. -- i 1 I I 1 �I 111111 1 n 111 111 III III 111 111 111 SII Ill III Ili III III 111 111 111 111 111 111 III Ili 111 III 111 il! 111 111 III 111 III 111 III III 111 111 111 111 LI.I __ .. ....,.,.._ 2 3 4 5 6 7 6 9 IIO I I 12 NOTE: I F THIS MICROFILMED � j DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL `(}+ DRAWING. _.. ------ ------- $ !I OE 6? 92 Lz 92 92 VZ EZ 22 12 UZ 6I1 91 LI 91 SiI 41 EI 21 11 UI 6 I9-•--'-.--cl- --'-. .9•...'.' IS--.-' b el-- rnlnnlnuluulu111nu1nn11111IfIIIIIIIlII111IIII111111I111111111ItItIIllI111111�11111►u1111114,111111111111111!IIIIIIIIIIIIIill II1111111101101111dIIlIIII I IIIIIII111111111i1111111111IIIl1IIlUI1111�IIlIIIlil1U111111J11111i!11111111WtIWllllllll1111)1111l�lllllJJJlI1111Iii IIIIIJIIIWI1111 MAY � 91994 _ t • cv Al c9 O SURFACE INCANDESCENT PANI L ' A'' 30 �W 125A 4MI (: 5 K RECESSED INCANDESCENT ' T l � �1 � � R -1 Af-L 1.. +rte _ 3 „ 4 O1 WALL MOUNTED INCANDESCENT I I \ 1 EXIT LIGHT _ 1 I � i tirin _ I AM) FLUORESCENT FIXTURE _ - __ I ^ ^ 14 1 I 1 I r FLUORESCENT FIXTURE WALL MOUNTED } /1 r'O 9 1 ' ,� _ 5 SINGLE POLE SWITCH • /� h22 O (� z I f1fin 15 TWO POLE SWITCH26 - --- -i-.+ r. = 3-WAY SWITCH 32 - - CONDUIT BELOW FLOOR OR GRADE ,.� ! J r36 1 1 L,A R FCONDUIT ABOVE FLOOR I v ' 0 40 1 E TIME SWITCH y TRANSFORMER I ` / c T (1) PANEL S' ' 2n/208V 30 411 1 A 42CT 11 i I 7- ';� I / \ L- Y o METER BASE - RECESSED �o' SEl _ --- -- C - .. A C S QI DISCONNECT SWITCH 6w�IJE �'� QED I:-�►"'�'�' I Isp _ I- DUPLEX RECEPTACLE MA%0.;-0-P'IENTIr f j • � Sc�<aR r � •r I I 121 ' DUPLEX RECEPTACLE ABOVE COUNTER I Ih II ' �- LOLO LLJ Q JUNCTION BOX n I I FUTURE � �� t>•��1�t>■t11�1 , 1 �Ir>t�� i 921 '00 MOTOR CONNECT N 1`I i 0P1=I GE (/ / " ` I ` BLDG. / – 3 U� Q 1.!' 7 j STU B CAP OFF361 341 1) i ! 4 PVG W/5?L. ELL'S PW IR 401 I2" P�/G W 5TL. ELL'S 1 I PANEL_ / — � I I TEL B, • I I I PANEL ' h ' I 0/?08600;, G(. ? M1 C I I-___ I f I 1: II' I \ �� I ' T -� P.G. E. f � 0 A B C I I I _� M'I'D. xPM.k 10 u - ----� �__ -- 00 - r 1 1 � � I —�1i I Ni� i _ � 1990 TEL. TERM�BD. C-r. 5 F_CT 10 •+ - �PAfVEL _ _— PANEL_ ( / NEW OFAIGE BLDG• �' I N\/G W/ I„t• I I / A � �� /i � i 5T L-, ELL's 24-a I � V ' v - - —_��._ ---� Imu - - — IT'V0 (N EUT. I N EAC FIXTURE LIST 1I�G-----a - �M� METER " uj A" 24 " X . 48" 4-TUBE RAPID START RECESSED STATIS FLUORESCENT WITH . 125" # 12 SE G•T 10 N �J BASE ( ; I / I� VIRGIN ACRYLIC DIFFUSER . BALLASTS SHALL BE PREMIUM GRADE AND WIRED 24'k32'x 9' i / 'I- Q SEPARATELY FOR 2- LEVEL LIGHTING . COLUMBIA , DAY- BRITS . � RECESSED INCANDESCENT WITH SPECU AR GOLD A AK REFLECTOR , - I� 2%2" Fj VC W/S L. 6 242 L OL LZ E LECTOR , OVER LAPPING TSLr, / / WHITL TRIM RING , 150W A-21 I-AMP . LIGHTOLIER # 1101 /1108 , "C " WALL MOUNT 4 ' FLUORESCENT WITH UP AND DOb'N LIGHT , TWO F96T12/WW LAMPS , ( / TEAK FACIA PANEL . FORUM #BWL-2020X4/4 . (I I I 4 " PvG W/5TL. EL.L,5 � _�"��/G w/ 5-rL . ELL'. I I � " D" 14 " DIAMETER 3-LAMP INCANDESCENT WITH LEXAN DIFFUSER & 40W LAMPS . L 'GHT- ,\ I f OL1ER 46773 . - I ' � I I � --- II Job No. ,2;310 l \ Drawn ----- _.---- _- —_ _ _ -x1c-r. U.G. PwR. C " E" FLAT WALL MOUNTED DUAL CIRCUITED INCANDESCENT EXIT LIGHT WITH CAST 21g .rj? :� �, Date�i, AF'F�IL� ALUMINUM HOUSING , GREEN STENCIL FACE AND DOWNLIGHT . KURT-VERSEN , PGE -TF"r14sF-DRt-jE lZevlsions - - -- f J -- ---- -- - P 6 E VA1J LT M�PHILBEN 30 LINE , PRESCOLITE , pRp�/IDE PAO AS PER PGE VAULT EXIST, GEN. TEL, CO. " E- 1 " SAME AS " E" EXCEPT CEILING MOUNTED . F ' G • F_ RULES 4 REQ'-rS. ` PE/DF57A�L�. . " FI' PORCELAIN KEYLESS WITH 150W LAMP . "u" WALL MOUNTED 8 ' 1 -TUBE 60OMA FLUORESCE CHANNEL WITH ASSYMETRICAL 1�47EFLL-i�4F- oFREFLECTOR, & U . I_ . LISTED FOR USE IN DAMP LOCATION . ACME #1301 -8H-DL-AD. -- - -ADWA`( Approved "G-T" SAME AS ' G ' EXCEPT 12 ' . ACME 1301 - 12HT- DI_ -AD . L � N � [� IAGRAf�I � �T E. PLAN -- �' (..... CT G=2 SAME AS G EXCEPT 16 ACME. 1301 - 16HT UL T.D . I" = 20' N 120/20ev 3c� 4w GooA. 1L.4.1_r. e�rarllMM,>�,-�wh•'r... .,»,,..*:a•IxvnYl�. .. 1 1 I ► 1 1 ,( ! 1 1 1 1 1 I l l t l l l l l l l l l l l l ! 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 1 1 1 1 I I I ! I 1 1 1 1 1 1 1 1 1 I 1-.I � I l l l l l l l l t l l OWN. .�-- � � IIIlIFI � II1 � +�.� 1 � 11111 � IIlII � IIt � IIIl1 � 1 � II � l1I1111111 � tI1 � 111 � 1 � 1 � 1 � 11111 � 1 � 1 (' I111 � 1 � 1 � 11 + � + 11I � � � NOTE? IF THIS MICROFILMED I 2 3 4 5 6i 7 8 9 ID 11 12 DRAW NG IS LESS CI.-EAR THAN e --� --'—'--- THIS NOTICE, IT IS DUE TO ME QUALITY OF THE ORIGINAL i DRAWING. -- – ---- -- ! III�IIIIIIUI�UUIIul�uuluu�lnlluilll1111111111111111II�IIIlIIIII�IUJ�Itllltfl!}�.}IN�IIII�IIII�till�lill�ll!J�IU111111�I111�1111IIIlIIIIfHflllllJl�Ilttl�lllIIIIII�IIU�I111]IIII�IIII�IIII�UII�IUl�111111�I11�IIh�11111111�11U�lU�UIIIIULlllll1111111l1�il.11lllll+lUl�lW�llll?�; OE 6Z 82 LZ 9? SZ bZ EZ ZZ 12 02 61 91 Ll 91 51 b 1 E I 21 I I 01 6 8 L 9 9 1a E Z I 4 MAY 29. ' f. .. .,r -. ., _ .. _. .. r, ...„„�e.w,,..... .... ...- ._...._... /�Ifj�r.r�Y•—-- — - ._ _._._ _ .._ _ ....,�.—. .... --- Z 4 � CE i J, . �Ji�i�� P`� p / 4-+ UP1bE -- -- TO dft F !3 r1 I, s SEE ARCM DWG 5. FDR M T G. HT - / �•[c'- 6'' A HCh/E GN O. 7-L. ('1-'�r'A) �l Ery - -1 G-1 �W A- �__.., VIA T. ,• EI ELECT. WATER TR 1 6 2� g _ I ry —�- —�` Aio MULTI-ZONE UNITot-4 r 0 P �; o Rc�oF 4.S Kw 208V I _ -- . 241 . 5 FLA . - B ) � 200V - 3;1 .-' M-11,13.IS .i 0 IZ et l �- F TE 2 M-m�-E L• 13,9,17 - Fa t 2't-34300MCM -- 8- 13,15,17, - - _.-_ _ ] TEL L,XH. NON ROOF - - !- /2C TOTEL 19.21 ,23 c 13 I �_ ♦ SPARE (T'I'P) 1/se HP 115V 14 �---� TERM. TEL 2- B4 -LM' -- 64E SWITCH W. 5 2 �I I%4'G O 1%4��- IN ALL RR. 1 . ATG ,I ! .► _� 2 I J -�: LOG• I N C EI L. g g_ I PANF-=L 13' LTG 5PACI- (TY ___-- —rTEL.TFI2M. So. I 1 I �-12,14,Iro, �, L 8, ,2 O a° t e'x 2 P L.YW0 —�. I ?� REr 6 ---- 12j 14,1 Gj „ a = k A•2,4 e ED 15,20,22 1YaL �: --- I yaL E Io 8-2,4 E} r IG s -5j7 vIA T.S. L� 0 FIFTY-SIX (56) TYPE-'A FIF"fY-SIx(56) TYPE-A 8 • a � � 0 0 - — -- A- 19,21,2 3, � - - -- _ . --------- � • � 26,2 7, 29 Z ty D 1,4"� D Z0 l_TG, I J LTG. W A-24, 26,28, I Er-• 8- 24,210,28, !%4�G j R �O 30 34 30,32,34 I I4�G 13 r, a �..�cc � r C1 --- B G-2 aco 2 B I • m . D D E 1 Et I 8 D ty D U P TU ` _ --- -- - ---- — i w o c� �Qa rr , I - - ✓ ,Job No. 2 310 �i Drawn Date 14o, APtWI., FrM Revisions GROUND FLOOR, ELECTRICAL _ 1/8" � I '-o" UPPER Fl_00R - ELECTRICAL — _ Approved b 4N . - ,. n IIIIIIII1111111111111I1 0-11I 1I1111111I11111t11111I1t1I11I111I11I11I11111111111I11I1111111I1I1I1111111111I111I11I1I1I11�1I1111111t111I111111111I1t111t11t1111t1I11111111111I111I1111111 4 NOTE: IF THIS MICROFILMED _ ( 2 3 4 ---� 15 6 7 8 9 ILO I I 1 12 DRAWING IS LESS CLEAR THAN --1. THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL ' DRAWING. Z 61 81 Ll 191 r.1 tI El f ,r101�lCllllu IZulue�mllnulzuln 11ZIIIIIIU)111111 (IEIIIII 11111t111U1I!Iif�1111�1111II10 I II of s • c 9 s b e z tarriaw 1111 IItlllll! 111111111 IIIIIIIII IIIIIIt111�111d.I/1 mIItti 11111I111 11111I1111IIIIII1111Iaubuil W Illlll IlW1UI11llI1lljllll�Wlllllll1111IlUIIlWIl111! Ii 29MAY �L990 CONCRETE : The SeleCtiUll ul IIdtV -ldIs fur, and the IXTy anu n d ylay ur all concrete sTi la T conform to the requirement ; of the 1976 Unifomrm Building Code. Materials shall be proportioned to produce a dense, workable mix which can be placed without segrega- tion or excess free surface water. Water cement ratios and cement content for various concrete strengths shall be as shown below, except as approved by Engineer. Con- crete strulgths shallll be be verified by standard 2B-day cylinder tests. 14 51 51 y1� � Ux ZQI y'1La 4 8�n ql Bu __. . .--_.----- T.-- - 'j4�� Minimum Sacks of Ce•,.ent >- --- _ per Maximum Gallons of Water perSIP f_c Cubic Yard of Concrete Sack of Cement Use 3000 6 6-1/2 Slabs On Grade, -- - - - - Footings 2 SFalvO TO OU 6 5 Foundation Wells, -- 4- - -- a Retaining Walls fi TO.W N A water reducing admixture, pozzolith, shall be used in strict accordance with the manufacturer's recommendations in concrete design (nixes. a air entraining agent, r (' conforming to ASTM specification C260, shall be used in all oo trate mixes for exterior 1 2 n �of N� T.0.W,horizontal surfaces exwith to weather. The amount of entral"d air shall be 5%!1% by 1- -- - -- - - - ` / ,volume. For cono•ete with air eutraininy agent added, [he following water-cement ratios shall apply: i _—__ - U Maximum Gallons of Water per li LaJl3 � f 'c Sack of Cement Q ADD 5-1/4 01I I - To 4000 4 =a _ - -- _ .1 *'O,W - _ - -_ _ - - I qosw in 2Y9 4 The Contractor shall submit concrete mix designs for approval two weeks prior to TO.W . THINttf1Cplacing any concrete. The concrete design mix shall include the amounts of cement, 1 %A5fine and coarse aggregate, Nater and admixtures, as well as the water-cement ratio.slump and concrete yieltl. _ - -.f 5, ?Trcoa.U�14 FGYITNG REINFOkCING STEEL: Unless otherwise noted, all reinforcing steel shall be deformed , TII, LIII 213.79 _ I II• - - - rr t 5G~� TAW. ars n actor ante with ASTM specification A615, of the sizes shown on the drapings KN-4 i i I I I 1 23+.6 and the grades shown below: C. `../ I Grade f (psi ) Use I I II I F•2 I c. ; 0.1W f ;60 60,000 (As required by design) _ _ _ _ --_ �. I F•I I _ - �57.$ 0 All, except as noted II I I I IF — —i + I v II - - - - - rtl I I CTSo c 40 40,000 Dowels to be field bent' I Q� Reinforcing steel shall be securely tied in place with /16 double annealed iron wire. N II T 0 W 2 _ 1-0 Bars in beams and slabs shall bt supported on well cured concrete blocks or •approted _ ; metal chairs. Reinforcing steel shall be detailed in accordance with the "A.C.1 . II _ - Manual of Standard Practice for detailing Reinforced Concrete Structures", latest i Im. E i edition. Detail drawings shall be prepared and submitted to the Architect for apyroval 1 I I i *. _. r- 1 I prior to fabrication. Lap all reinforcing bars at splices 36 bar d1a111etars for grade 60 P 1 lap for all bars shall be P-6". Mill test reports I •�• ?O' ' 4-- -t $ bars, except as noted. Ami ,url 2';6,3 2SG S r - - "'� T I for grade 6U oars shall be Sub1NIEted to the Architect prior to placing concrete. II -1- --- - t I I I I 2 7•S ^ uV) RELiFORCING Sl PROTECTION 11 I .A} I _ _ . .t Use Protection DIeLIuf T4 �fOOOHHH Q W-WI I �•I 1 �L� F•1� 2f ri , v Slab bars 1" r 6MT M'I r44 11111. rt - Wal bars : Interior faces 3/4" i-- - J 1yL�O'u1. �IMISH vATION 1 ' Exposed to weather 1-1/2" (e5 or smaller) T,O.W, I UO.W. TC.W, I I I _ t41.4i\ 1 2*1.46 241.70 a 3 ,5 O 2" (i6 or larger) I � I Exposed to earth Footing bars V. IT_.O.W. I 7' SyC° 10'•3° - -� JZI 3,70 I I 1L - t1 - At all openings provide a minimum of two bars over, under anu at sloes, UT the same JI size as the principal wall reinforcing. Extend these bars lap distance or a minimum '� MoUt4oAnON I F.ZI I `3 IT.0.W_ _ of 24" past the opening. Provide one Y5 for single layer reinforcing and two N5 for pQ,A1µ _p� F•I - ' F-1 T-r � � o �Z6 double layer reinforcing, 4'-0" long, diagonally at each corner of all openings. 4FTT. M�P17R 'L I - "� -tr 4— p,. 00 Refer to typical details for disposition of corner bars and bars in small will sec- CIONTIN -TION / tion. Kw- I / 'J 4" iAryGY.ETE I ' I �'Q ,. STRUCTURAL STEEL: Structural steel shall be A.S.T.M. A-36 or A.S.T.M. A-500 grade B as noted'. fabrication and erection shall be in acgordance with the latest , TYPIexAL literAINiKkS ......... I SLAG 011 4KAM W/ , •� O . U edition of the A.1.S.C. Specification for the Design, Fabrication and Erection of . SO OIGNAZW I* L:L? W14f ION 1 ' I I Structural Steel for Buildings". All bolts shall conform to the latest A.S.T.M. g(_-Hr. 7LJL4l! eel.-OW TO specification for A325 high strength bolts. All welding shall conform to the A.W.S. 222u codes for arc and gas welding in building construction. All welds shall be 3/16" T.O.a 7 j minimum unless otherwise noted. Shop drawings shall be submitted to the Architect 1- - -1- I . j I for approval prior to fabrication. All welding shall be by certified welders. Mill T,O.,+I I "t'(r CpIM• G+ 1- I 1 :I L35.5 �� '^ tests shall be submitted to the Architect prior to fabrication. z93,a - I Co-� LINL t` 1 I _ ter— � F 1 ( PLYWOOD: Plywood panels shall meet the requirements of the latest edition of U.S. I F•I F•2 ' I F.I �J �o rP�cf Standard ;OS-1 for softwood plywood. Plywood shall be exterior grade, group - _ -'�' --I- 12 S 2, with exterior glue. Nailing shall be as follows for 1/2" plywood, unless other- II I k.� wise noted: Y- KW- I )" At panel edges lOd nails @ 6 inches o.c. 2 DESIGN LOADS: In addition to tie dead loads, the following live loads were used for II it O At panel interior lOd nails @ 12 inches D.C. eses gam— '�I3X&P LIMES TO 8E Floors: Office Areas----------------------------50 PSF PSF No. 2�grade. Fb = 1450 psi. Joists shall be Douglas Fir-Larch No. 2 grade, Fb - 1250 Roof:--------------------------------------------Hallways Stairs----------------------- -- - 125 PSF (Snow) -- —�r1 233 - CAH TiEULT10LIME Or 1� 1 - I II .i SAWN LUMBER: Sawn lumber shall conform to West Coast Lumber Inspection Bureau Gradin 9'•9Ji. O u es a est edition. Beams and columns 4" wide or less shall be Douglas Fir-Larch #- NT 1 ■ r ' psi (single use), Fb = 1450 Psi (repetitive use). Beams 6" and wider shall be Douglas I 1' r - -. t W� Fir-Larch beams and stringers No. 1 grade, Fb - 1350 psi , Posts 6" x 6" (Nominal ) and Wind:--------------------------------------------25 PSF JBC I I r . 1 I Q larger shall be Douglas Fir-Larch posts and timbers No. 1 grade, Fb - 1200 psi . Wall Wind M Area + + I • 1 I I 1 I 1 1 _ 5a studs and blocking shall be Douglas Fir-Larch Construction grade, Fb = 1050 psi. Wall Allowable Soil Pressure------------------------1000 PSF Pp plates shall be Douglas Fir-Larch Standard grade, Fb = 600 psi. - 1 Ih p,l I F 21- I I Lateral Soil Pressure----------------------------45 PCF Squiv. I I� _ - - _ 4- _ F• I + I II GLUED LAMINATED MEMBERS: Beams shall be combination 24F (usually 24F), Fb = 2,400 psi . Seismic Zone 2 Pet • UBC Fluid ressure , 1 _ All ors s a fabricated of Douglas Fir-Larch in accordance with AITC specifi- I II !n addi`ion to the above, all construction shall conform to the requirements of the ��` cations using water resistant (waterproof glue where members are exposed to weather) 1976 Uniform Building Lode. Pie driving, soils compaction, placement of reinforcing fi I -�/4�) I Q glue throughout. Une coat of eod sealer shall be applied to all members after trimming. steel and concrete, and fabrica-ion and erection of structural. steel shall be super- i 7 j i `/ I I 10 10 Shop drawings and factory certificates of compliance shall be submitted for approval to I the Architect prior to fabrication. vised by an approved testing laboratory. TN. �h xb „ y •� - - - _ ' Z F'3r 4 I IL RETAINIMCV WALL FOOTINC� SGI�5dULE COLUMN SOOTING SGNEDUL �} � - 1 - 1 - - - =-)-- - - - - ==t I?IMEN510N� IZEINF012GEMENT nIMSW? ONh - I J. ___ - '` , I JObNo. 23�� MARK G D E F (, VERT. NO2Z. e^F` MNFLK REINF012GEMENT y- -- - _� y n.....a,narlr FU�'fIN(� N 2 I 101.0!4." 1'-1014" Drawn ?. Sri A`,v K W I °J'-311 I I.O" I I- �Il 10 '1 I' �" a•� 15'10.6. K4ti Ih"O.L. a 6L° 12n0.G. F- I II- I!Os 9"5 M.W. ( I¢I_Z1/,'1 I Date IG nRGH 79 .. - I 01+ SIM, A �-PIOLJN ION KW-2 5' 011 I' Oa I' lO� Coli 3'-011 '�5� 1lD"0.4 "4815"OL -- *512"0. -2 bl•lo11 I!dl bt5 -lJ. Fevi;ions 1 u I II I 11 d u # n # u iY " 1 I 1 n ��NLYt1�TIL If TCW to Co •O Z-O 0 3 -10 �B II O.G. 5e-140,6. 5� Oat. F-3 4 .OI I'-ON 4 '" 5 �•W. s' " 151-01, s• C I KW-4 L'-(o 11 I1.011 D'-108 1011 - APPROVED FOR CONSTRUCTION RW-'V 5' 6 11-601 2;a 8'1 2'•G" '115 11'44 #6a. " --- — C 5t� 1122 0 CITY OF TIGARD y I!dl J�11 10"- 4'-ZN "�+IeVj"R�i 4'a3G2"a4 5�' Id/1raG. TIN4S 5p 1zYR$ UMLCSb 'IT 0 0 SITE ADDRESS(/ f'f Approved -- -- - - - - - --- _�. OTHEKWI5F_ NOTED. ounnATlon PUAn TITLE DATES /L 2• fO1C FOOTIN4 DETAIL 5):.Q 06 12 11 - III - O" - - �AtuntY OF THIS PEAMI, MAN 16 IS VONIVSENT ON APPROVAL of 1.q NOTE'b- I YD 1 LohslRUCfION As AEOORIEB dw rOR RGT^INIf1a WALL DETAIL 9GG y' I I. ALL DIP'I"610145 TO FACP of COn�KETE (FaC,) oK CeTtKLINE 0�4als Oil C01. '-' M UNLESS OTlTKWISE MOTER I Z 5TF L W6UMN6 TO la, L T5, 3ys.A*ix � UNL E M TED. --- ------------ 1 I1 1(111111111 1'1'1'1'1111111111111111(11111 IT I I II I F11III I I I II I I I iI 11 1111111111111111111(11111111111111111111111)111)111 11111111111111111111111'T 111111 1111111 1111111 1111111 4 '� ` • �.. , .:;+.._ NOTE: IF THIS MICROFILMED 1 2 3 q 6 8 7 9 9 IOID 11 12 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL " DRAM IND. OE 62 62 L2 OZ S2 62 E2 22 12 0e 61 el 11 91 SI MI EI 71 II 01 6 I9I11I4 I924X 5 1 Y IEI2 IM,IM duluuluuluuluulnldnnl1n111n11uUINNInnbIIIIIIHbN1I1M111U1IDll)IIIIIIO111111IigIliIIIIIIIIIN!1I111111111II11111111IIIIIIJl11I1111IBLIIDIINIIIIIIlIIlOIIIIIIIINI111111111WIlIWIII111IDDDDDll11WNIWIIllRI116�ID!)IIBIUIIWI!lOIlI1111IlUlIIWIIIn r _ MAY 1221 J990 ,NW..r- IF r w„ w 2 cX1 ri • I 'iI,F -- ---------- IUD L.F. ^ �_�U,M,F? �� 3U0�/ �, . 12"U.M. . � " • -WD'ht�ING10l� /JDl�NTI�, n-I _ � � � OVER 1719KOH OAOIN04 I I I O At �• � rs. i � l I \ - .c \ \ N ■ I � rn 7 cz OW --- - - - r = r h�� of DEC31C•r►'rEl� ! ` ! I ' ,�� a ;, �►f.,� 1�- --- -- �" i�G�v,/AY �BI-'1�NT t I I � �I I ' ��' -- D �- ` _ N I o�JE GotJ'TR�..T/ r _ 238 .- I� -� = / I O K4) �, � 4 dIN'1t;'(1ci� DI�I�IU�• ''nn --, � ,I � � / DII�1�i1. (/OrfUN ! I N I i ' <ZZ 0(.5 �` ff�Oft�ft�ll'f1■ftiftft•fw ��s�� — � JT09M RTEWION FIFIN6N,/ N O Na �I'iPl.lG I 1 -J/ i c2 z U fc� f; WMWNWON XuNTy D-9 htRNnA9G Orkip 6A10 LLJ to cc -f-- � I I ► ' �\ I I l / I Job No. 2310 Drawn y. uuoo g ,!g3 .�ti Date 16 — – - --- - – -- N -- I Revisions �v •'a 0 , Approved 0 �.Y Km 44 t a n xi+ .....qx•• ,...,wY96+c? ,. - Vt.:.`b.+.Y�t A:.....,, a • ..r J j xil1 ll1 1 1 1 1 1 1 1 1 I I I I ! ! I l l l l i I I ! I I I 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 ! I 1 1 1 1 III I I I I 1 1 1 1 1 1 1 1 1 111 I I III '" l � ( I �( 1 f � 1ll111l (Il1�1nIIIII1111III �1 I , III , I � IIIIIII ! lII � IIIIIIIIIIIIIIIIIII � III � IlI � IIIIiI ( I , IIIIII , , III , I NOTE: IF THIS MICROFILMED ( 2 3 4 5 6 7 8 g 10 11 12 DRAWING IS LESS CLEAR THAN ---" `---i. THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _ I OE 62 92 a 92 S2 b2 f.2 Zi 13 02 61 91 LI 91 SI bl EI 21 II 01 6 8 L 9 S b E i i�Il�Inllnn�unlun�nulnn�nnllnl�IllllllllllllllllllllllllIIIlIIIJIIIUII►IIILUII�IIIIIIlIIIl,�11IlIlIIIIIlI11�lIIIIIIIIIIIIIIIIIIIIIIIIIIItI1I1111�U)�IIIIII ttllli11IIIIIIIIIIIIIIIIIIIIIIIIIlI1111.�I111I11llIlltLllJlllilllllilllllJllll11lJlllillllJlllhllll�llll�l�llllllllllllll)Wl)f111 MAY . � 2 _ _. . ..� _ 1990 ro- i I Oki fLOW ZI I ------- - Ln --j] I _ fi wof-1 I WCaI'1�N � , � , i 70 0 CP Li F I � _ `�� i_ ._ �.--_ -M!✓GH Elm � , . � �� T- _ C r1 i 10 �I Mil I - 110?1 I �!, �4 riba° � E° m43 Z � r; �r 0 j 1• I N I I � � n� t �cc 0, Lu � y ! I X13 �■ S2 Ift F- -4-4i Job No. 2 310 Drawn +., Date Rev is ions - MAA 15 116 Approved — PRELIM INAR �. 1,_011 — , „w �.•G.� HOT FOR CONSTRUCTION - 4E J"' • - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 pl 1 1 1 1 1 1 1 ! I I I 1 1 1 1 1 1 1 I � � ^Y- * �� , I �.,. � r � � .. I ( I I I �I ( I I I I n.) I I ! I I I I I I ( I I I I I I 1 I I I I I IIIItlr111IlIIIIIIIIIII►IIIIIIIIIIIIIIIIItIIIlI111IIII�IIII111III11111I111111illllllll?ITIIIIIIIIIIIIIIIIIIIIIIIII11111 NOTE: IF THIS MICROFILMEQ I 2 3 .,•Q 5 l 8 9 10 -- 11 12 t DRAWING IS LESS CLEAR MAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING. Of, 6Z 92 LZ 9Z SZ bZ £Z ZZ 17 OZ 6! 91 ICI 91 51 t,I EI ZII 11 01 a 9L.. I LI- -.,-•-.I9-• SI - b - E Z 1'111'" i 1+11111111 VIII unI nllllnll nuI nul nuIIIIIIIIIiIII1111111III1111111IlUllll.1111111[IIIIIIIIIIIIIiI)jIILIIIIIIIIIIII!IIIUIIIIIIIIIIIIIIIIIIIIII)INIIHIIIII�IIIIIII111IIIIlIIWIIII,111111IIIIlIIIIlI1111�1111Illlllu111111�11111t1111WU11ll�1llll11llllllll11i�11UI1111I1111I)IIIIII)IIIIfJlllll i MAY 9 � � 1990 I 1 . I - - rr�._�..�r_r _�..•-.rte._._- _r,.r _ -.._....+..�r..�..�..... __. - _ ._._ .._w._._._._+._r -.-.�r..r_�___y_r..... � ,�._._. _�_____.- ......__. .__._�-__..ter_- - _...__�--�..__.r _.r.____.__.r..�. _�..,.._..�.-«__..«._--..-.-�..+r�._.-.�_. __....�-- _.�..__.._...._._�.... _ - _. ._ _4� 1 } --- MAR 16 419 El. -77 ISI �AR PR NO1 AOR CONSTRUCTION , �I'I't'I'I'ISI'I'I'I'I'I'��'I'I't'I't'I't'I't'I't'I't'I't'I't' 'I'I't'I't'I'I' 'tll'tII't'I't'I'I'I'I'I't'I't' 't'I't'I'I'I't' 't'I'I'I�I�I�I�I�I�I�I�I�t�I�t�llft�I�t�I�I�I�I�I�I�I�I�I�t�I�llmob, NOTE; IF THIS MICROFILMED I 2 3 4 5 6 7 Ek 9 10 I I 12 DRAWING IS LESS CLEAR THAN ---'� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 82 LZ 9Z SZ 02 EZ ZZ 12 02 61 91 LI 91 51 to EI ZI 11 01 6 -I9----1- LI I9- SI----' ---Ib E ��nlnuluulunlnnlnulnulnulnnlnlllllllllllll1111I11NII111IlUlII�11I1111�IIIIIIIIIIIIIIIII�IIIHIIIIIIIII!�IIIIIIIIIJIIIIIIIIIIIIIIIIIINTIl11IllItIIIIIIItIIIIIIIIIItfIIIIIIIIIIIIIIlIII11I11U�IllllllllsllliAllllllllL1111�1111Wll�J1ll111111I1111UU�11U�1I1111I1111I11lIIlll1IIIH 2 � -- M.AY. 19 9 Q