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6745 SW HAMPTON STREET-2 I K l� \_ 17A4S �V v D O w N LoUNG E CL.ER;GAL �' Matte Tf 'TEWANT r-- -4dH H IGN i�l..l. wE�►FY '2 X 3 HIGH bl2 c) � � - - j 3 cow I P*R71 ►L H EIG►-r - ;3%0r i' - - ---- I - FLIZ *MCITID^J b g t�IJTGN DR. y 81�I.T ------ 1-- - _ �----- ..L7 H N F-•tC�N CC.1G K I --_-'-- YLoaG? RoD iHVM �uR.w �� _ �lS�rtJ ►--._ _. �J �7 -- — -- -. -- - 1 11 plRvw 2�-�I 2- lo�xa 2 -3 I-oy4 a THOW couNFL i -40 .� RECEnTIoN 1 _ �, i o 31-811 1 GLB�►R. MX�NAC•�EIZ 5 OFF�GC � PSA. --- � .___ �—+ _0 / 0 Z �1 I II I 1 11� —"-,- :�1EE S1')(311 4-'is .G AgerT; 2- ye I'o A NG Ho IL AGEN7S IN FL LPS'1*l 5HSU- INTO FL.M;L a.. p0 ✓ Z _ 10 so W z i.a. �-• _. _ _ ` _ .�_ DOWN --- - ! &TeeL, 6-rvfv (TYP,) uj -. . �._._ LL G to 67 FEE �— LG�K \ v I — �,� 11 +Dry I a � CL _ - � - Go G4,�A�. ��: SAFFJ`( Gt.►�6 E?AIN 'TO MaTcH GAS _� "►� + F1xED < I ,1xEt7 <-'--'Flxr_p A_..__ {�far.lE:l-£a IN GU1D� -*R,A.GML.�a . KV 2 P Ind PULV,Ei, r - - - pA,��►PET 9oX�5 10-5 PEfz O E'fGF'aEp IN � iDING Fk*NG�..F►. � _ �.` __ f i ..b�HN h•1e,t�0001iG �IG►�J . -- 8V ILT AY C•oN?I?AGTalcz, TrsNANT G0a6Gt_IGR1r- ---- - �E g'� C.�O►�ITfZAGT®IQ- - -��es � � I I � ��~-�.__ �o HN �•I�W C.Cacic D L�.w�r.1 L Fp p- d" � ' '�NAN T D6F.�K p�� l�l►�1C��1 � -- 4 R�CE_�'TIdN `�F��O'�JD l� 1... ----.�- .00615F Ila IIS OII ANPROVED FOR CONSTRUCTION CITY OF- TIGARD ,�► a _- "�OQTH - - FE7AI�T NC. ��".�.. SITE: AGDRE;33­00._�'�•� -; "� ` •.�_ ._.,- BY .� . , - TITLE—.._.___..__.. _.�- _____DATE: �0 (7r r" I IF .r « -._ �� �.. ..::. ,�s.. ... ..�,,.«dr�J'.: ,. r�.uw.�.-�" k. �, w^', r. 14 ,r,-...W&f .-�� 4/ �.... i 1. •i'. r ,?..+ - - ...«.,.,ter .. ', ."7�'a, ?M6�: ,._ w`::6 m ..,..tee,. � -..:�•OF'P i t �'.i� I .�K,rs•,. "v�ryq'",a•':"i;��le1RflYP'., 'AC; 'i.,..} -. .. - .... _.. u III�IIIIIIII ! I � IIIIIIIIIIIII li :li�lllllllll I illllllll�lllll Illll � lllllilll III � IIIIIIIII NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR 'NAN C__llll— Tl71 _ lI_lI _I IIIIIII l I�I1II1��I I �IIII�I l II1I{2LI THIS NOTICE, IT IS DUE TO _ IIII £(1;':I 1111 ZIIIIIIIII ZillllillLl ZIl-llllill llllllll4-1 �Illilllll il-ll—l!III!i!II!Ilil �!—�!lllll l! IU���I�--I--II—IIII--II i-l"- Jill ll�lll �;,�-ll�,�l I�-I�I_!I-II 1;11-1 IIII I I I I II It 111.1._Illll��h-�—III�II Ililll-!IllI�lllii11�-l-1 ,!!I-II!-!! iliillI l!I IIIIIIiII!III!IIIIII 1111111;1 4II.,II,I III I►IIIIIIII IT Z Z ZIZ 6I - 1 L 8lll1THE QUALITYOF INE ORIGINAL DRAi� N . Z I!II�!II NEJU ��� 4 � 1990 > IVict A01�.R Ku0FR I>ci101-O`I ( T H ) '751-p II • � 'z 1 ✓ I / i sO ilk– ` _ It 4- L N T FKLJ J Up 4 5t1°��ti• I�zi1/L' 3 I � - -____/ � a -d' 13�L.cw ; , � - - � _ } I N Yt� f.�Ola hl L) I ( i I Tv.t•'IC•gOt•1R•Y f I�'oFbSE V F�WAU I I / _ � ., -�• AULJHI,� -rfts �ALL� - 'o ItJaTER I� �ro� i �NIr LAG, ► mhJ -}--1 Q► - -} �' f "1`rt' 1 , MIN, g tlK�h G��i� I I t �ZI 17° p I J r (. � KE E Z E ply E d J I _. - t' a i �'� -� ►�lu M � / , Z. ^� � 40; rHVI ,SNIT _ 1 Z_, V Y W6Ib rL'!_T� _ b LIMLMtIGI.1�3._ � - IDtT bbCC c I �jj 1 Gvr•►GI�ET-E g / I / - � y, FLA�T I �V f� N- Z FL.ATr-ORt WAL.� AX N J1yl I LO I IiN4 6% _ / 1 j l-.K HT P�� i X I KE ---I - / FIN FL�� Emu.= 7.�j►I. �j ' � Z /� � I B`f Ai�GH ITCL�• 'I'P OF l i I ���1fIG t t I %�E 17-1 I �ul't �o T • 1 L_ I / ,� BY H co IV"J V4/ M i - Hr ____ - + -'--w••--_. l.4-__-_._ _-.. _-- PeW� i , + - -- - - �--- tis•t'IA'�I`II� ( il> V, Wl2'GOp.1f WH11'� I / G �WI r�� *1"MfI>JIIJ6 ' � ! � I i I --_ o4- i ��. \ P uP - -;- - / f �� -rNr P I Cl'�`L. IT:E N9W I STI a► l ! Z ` I DI GAP , 3 / __ 4 -� r- - _,f . tH I c KEN G�t•I G. ��� I 3 I 't'�•r~-x: p(r ErtelL*Ar%;)vEl,) ENL;S f � I / I NII 1 plr l.0 e) LI L,164 T FI.�C'• Fl.• o l GENE.RAI. NICTES 8-D __..r.�.18-0 _=� /-�I --� S- -. _--- -- I� _ �'�Iwo .__ j1 �8'�li _ �II 2�''-0�� -- - I �� �'��11 101- 011 �► BA's I N / A. Contractor shall verify all dimensions & conditions f ( I ==J on site and shall notify architect of any discrepancy t / J J i on drawings. B. All work shall comply with all reeuirements of the - / Uniform Building Code, City & County codes and ordinances, Laws of the State Fire Marshal , and applicable plumbing, mechanical & electrical codes. G / •d'. •d -- - C. Provide shoring, bracing, support & protection as _ / / _ u` required to maintain structural integrity of the F-� i � project and to protect existing work to remain. --7--- - -- - __r_ _� _-� -� __.__ ,..._.______. 6 �_ _,______6 D. Wood in permanent contact with concrete or masonry shall be pressure treated. E. Framing lumber shall be Douglas Fir, construction � I �,�� grade or better, 1500f, nailing shall be per U.P. C. Mfl Ecl�li'IrlE7 �;' Gil�N11"�K�Y � i�.,2, i \ �'` \ �i --- -- - -__. _ �__. -- _- -- -- — --- ---- — — __- — M H schedules. LJNI�S N:: tI O �1'L�.II� � �I ETIr, �jI GjZ , ___ __Q - - -- - __- - - - - - - - -�-- Q I � F. Contractor shall verify all utilities and coordinate Mli � MN \ �--•� equipment & fixture requirements with tenant prior - -- - - ------ -- - --- -- -- - --- - __ r__ -- - -- - _ --. _ _ _ _ --_. . _. ____ ...._ -I w to final rough-in. V.I/ =J I G. Frovide solid blocking required uired in all wood stud - _- �,.�-.__. __.--- _- _ ----- ---- -• hl- _- - .___. -- --------�_ _ �,� --. __. -_- -. ---- �J __..--- �.J - -- - " q - ' '- ' - -- -- �,parl;itions at ceiling lines an not to exceed 10 '-0" , APPROVED FOR CONSTRUCTION H. 8" water- - - - _ - AR • 5/ resistant gYp'�um board at all damp _ __ ___-- --..-_ _---• _ _ _ .. _ - -_ _ __ ___ __. . ,__ _. ... -. _.._ - locations _-- -- __,....._ .,. _- -.._M... ... ...__.. • ) � CITY OF TI 1 01 S r ' PFPMNO.' SITE ADDRESS 0-__W0_ ....... _ E f-I'Yl: �• T I - j �vIE4� . - 2� ' I • Partitions : Ta;eo & sanded for .finis: by 1'Rf�i�L'M�- Uy TITLE DATE ;,4 !11Y.. ` � �"I"' I �.. � �j- . Demising : 2x6 ' s 2 24" o. c. w/ 5/8" gypsum board. Exl 'INt� J*TIL1;'Y �L.E ~•�� Interior: 2x4 ' s 4 16" o. c. w/ 1/2" €YF l. 84-sum board . G �, •, . s L. -?-� - �ti/151�Nva 1 14• At contractor' s option, metal studs , 6" and 411 I1 - ISI 1IIt� ' 4 IVIS rJr"G� r.esrective1y, may be used (N NoN•p, 24h4& F?Wt"1'T"i(_IGI, I G5 l )ei~L L �, FI2�, '�' F' I�+•'t -- LEvt t, F�,A�J l^✓ t=RAMI rlE,. �i ,1q. f �2 P A0I U I 4 eCZ)t,J IU L.F V EL W/ f=s2A M I rJ J. taint: Cne coat primar ; two coats, semi-gloss , latex with !..1,4-1.111 texture and a flame spread rating not •= I Gj �I.� EL-iE�Arl�l�, - WEST � h�laF�'irt•I to exceed Class III ( 76-200) . Color: L%46LI 0 _ • �G ' toCi/�►• I, G.A.1 D �W I i ; f'I:NAN t �.FK. y l � •+fi't' 7. o� - _ _ - _ - - (p 54TAI I I II 6,IN 9 � '"OI ,E''' Iz M. �.1„�,V,C.ti GT.r ci R r --- k1'�..� l! 4 ci 4 �'r'/°�14•� NU � I l� �I,, �i 1 �� �- =P I^Wa c. f�A1�1 �,Hoi,4IJ� — _— II2 �E�/�l. rz�I�..Ec:T L�(� Gr�l til r•l b Aluminum storefront: standard 2 x 4 framing members I �JHt ___._____.._____. _. - -._..-._ � N ,t,� dI SFG.�NI� LEVEL fFLG•t"E'� GEIVI►Jfa for sink~1e glazed system. Finish: Dark bronze anodized. �1 Imo!V,1I -� ,r a`41 I� 4J Ery, �.... L. ntrance door: N stile design complete with - u __. . -.__ � �z°m �'v�: $30 pus:/pulls, pivots , closers, weatherstripping and �� �'f - n,C�',p' 0,�;, rjZ 4•t'�UGTU ho►L_ L_V rA1L_,c thresholds. Finish: Dark bronze anodized. Cylinder: �I • Double cylinder, keyed both sides, Schlage or equal . __ bT� L. ► �G Iw21Ea�cT'Ila� o"�e.�M �► rGil BwL,C,D G.i1•lt} , Lock: Adams Rite 1850ANSI with 4089 exit indicator or 2G�'-a" �� VJ/ I��K - 1 �Z � G ,r..l17'rk� , equal. Provide durable sign on or neAr door stating : ����- �' _ _- T?:IS DOOR TO FWAIN UNLOCKLD DUREN J EUSINESS :-CJRS. '1" L •' F_xP L.LZ-I4 5 Qv'-v'' 0,0, tao l••1 �i, I F7 M. Glazing: Minimum roll thick standard manufactured FLLAq JER K t'►��U .1� , ''II?NL- I"- , � FT, - 117,00 tp polished place or loat glass. All glazing shall cantly wit:z local codes for impact a7 d safetyGlass panels L/�I ',� 7 ►J►N c- G� i F I NA "Jj . fF �► �Awithin Ijof doors and/or within 18" '�-.2 • - of walkin= surfaces shall be tempered. �I : I I,p, Gtr N. Interior hardware: Schlage Series A, 605 finish, Handle _ .. pF,cl, Orbit , unless noted otherwise > WUI 4Gl� +F�i�+h•k�Y - �Z i�, r ' I I+I I I III I I III I III I I III I � IIIII I III III III ( I 11! 11 t I VIII I III I I 11! 1111 !! III I t III I I III I I SII � Ilill111 1 III I I Ili I�� J IL S I III 1 1 1 1 1 1 III I I I I 1 � �` A' � _ ., ' ��;, NOTE. IF THIS MICPOFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL Z Z LZ Z 4Z Z Z Z [L Z 8T [ L[ DRAWING. IIII lllililll IIIIIIIII IIIIIII I I I I I � I �� � III I � I I iiI'I 4,11 IIII I II IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII III,IIIII IIIIIIIII IIIIIIIII... �, I►Illillill JIIIIIII IIII,IHilllll) IIhIII III,IIIIII,II, IIII,. 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'L 5WW1-1 FM 0 WiU, Be FINISHED At PGI2 -Mt, ► W-r rLANs Tb Fe .L,ah,l r - ---- �,XliF `t' FAL Tol i,t✓�' ��, A A ^ JA i or I NOTE: !F THIS M ICROF?LMED DRAWING IS LESS CLEAR THAN 1 TRIS NOTICE, IT IS DUE TO _ IIII £llillllll ZIIIIIIIII ZI�III�III:I.ZIIIIIIIII ZIIIIIIII4I Z11 11111 I Zilillllil.ZIIIIIIIII ZIII-IIIIIiI LI IIIIII-IIIII ;,r��l�l►I.1111II1 IIIIi _-_ - - 1 --r8- -I -l-- l-- llll - l ► l £. lZ lI l�, rll lIIIIilIlli 11IIII � I T II IIIIIIIII1lll9lill lllIIIIIIIIIITHE QUALITY OF THE ORIGINAL IfllllI►IDRAWING. IiII E , 1990 ?! Y 14' 4 .1 I: • f 7 y KNLRAL_�jI3tGTUBAL__!`✓QTL$ zOeCCA�. - rEa�Q 11 ,i 2 T'�P I � �'.:�r i. co•'' a R•'a. i FLOOR LIVE LOAD - 30 P9F PLUS 20 PW MOVEABLE � zt.•. >0 co.a� �•�, . :,�.,,0•. ,_,�.,• •: / � _-' ,t1 ,:�'.,a., v-__�•: s : - ' ... PART I T I[IliS STAIRS • 100 P9F LL MIND DESIGN = 430 MFH ZONE SEI£iMdC a UBC ZONE 2 SOIL PRESSURE = 2000 PSF PER 5C)IL. REPORT � _ L _- - _ _ - - - - - - - - - -` - - - ..__ - - - --- - _ _. . _ _ -- _ _ -- _ _ _ - - -- - -- -- _ _ _ _ _ _ -- _. ._ _ _ _ _ _ _ - - - • _�;,�_____._._._---_._----~ __-- _ _ _-_. .- _-_-. ___-._.. _.w ._._... - _ _ � • BY JOHN MCDONALD ENGINEERING. --- ---- rj (; rTEi MINIMUM COMf'RE35IVE STRENGTH AT 28 DAYS 'JFIAL.L BE: - - - - ' - I t% ��J ' 3006 PSI FOR SLA83 AND WALLS 2300 PSI FOR FOOTI'NOS I I -� ���. c F'E cow�r,�, i - -_--_ rte utc»P IJR�^n) ( i I I "� _,TD PtPF- GALU►r11✓ ` Ic} ►IA X I MtN'1 SLUMP � 4 INCHES. a•a E w "'VT o" I i RE.DAR SHALL CONFORM TO ASTM A-615 ' i r- --,e•• g .�a�.cz� , ii I I ± l GRAM 40. WELDED W I RF? ME>5i•i 3HAL1.. CONFORM TO ASTM A-195. PLACE AND SECURE ALL BARS PER ACI STANDARDS. LAP SPLICE BARS 24 I I 1 DIAMETERS MINIMUM AND PROVIDE 2' -0" X 2' -4" CORNER BARS TO MATCH N I I -- HORIZONITAL BARS AT CORNERS AND INTER3EC;TICINIQ. I I { 1 © I JJ I 1 I ,.� �« �w, BI0�-1�SI��,_-6T9E�„i BEAMS AND PLATES SHALL CONFORM TO ASTM A-36. c��wEL,i I I I l PIPE COLUMNS - ASTM A-53. STEEL TUBES - ASTM A-500 GRADE 46 KSI. 8'd wm vtm% c4ewh"N I 80L_T8 ASTM A--307 AND SMALL HAVE STANDARD CUT WASHERS WHERE I � `,.,� ,u �. ��.ca c �/ ,.ate, 2•�. ,�.,�,-.�'0 1 ( c. '+P i `4 I � �� BEMINS ON WOOD (INCLUDING ANCHOR BOLTS) . DETAIL, FABRICATE AND , I - I i . WELD ALL STEEL ACCORD I Nlfi TO A I SC; STANDARDS. , A. . p :a,T. - - 1 LUMBER GRADES SHALL BE AS FC)LLOW:i EXCEPT A8 NOTED' � �` I _ t 0-+r s�E �5 rpt ria•�� - �+ �- _ _ . __Y�.._.._. .. _.____- I � I � T�'' �t 1�j %� I ,,1, JOISTS, RAFTERS, 2 X 6 STUDS & 4" BEAMS 02 GRADE+D.F. O+ I -- - ,-J L -- _ - -- - - -�• -- - _ _ _ _ _ _ _ 6" NO (EMBERS 41 GRADE D.F. I z•,P. L �t�' R.►cxsaaF.o $"A® �. 2 X 4 STUDS STUD GRADE D.F. PLATES AND fiILLS ON CONCRETEPRESS. TR. D.F. •f: L. PLYW)OD WALL, ROOF AND FLOOR SHEATHING TO BE STANDARD GRADE WITH - E X TER I LIR BLUE. SEE DRAW I NGS FOR INFORMATION ON PLYWOOD INSTALLATION AND NAILING. OI Y_YE�f. i BRICK SHALL SE AS eELECTED BY ARCHITECT. PROVIDE BRICK TIE ANCHORS TO SUPPORTING BTUDWALL WHICH CONFORM TO SECTION I { 300601 OF THE UNIFORM BU I LD I N8 CODE. SPACE ]AR I CK TIES AT 16 INCH 1 1 car, �_. tEa,•r ; \'}r— I I I VERT I CAI. BY 16 INCH HORIZONTAL SPACING. .� � j L ..� -r- - �•f .. t•+E.t�V V r"ca- c nt_,,�,•s�►.� I I t' ( i 12 I I S t �IwSI - - - - 4'•4 ad .(� .. ,'.� �Ct3 . ( , .. i1. .. _ -..... ...�q•tw.., .,, 7. .:.a.l. .i. r .Y. r •;c � ��cO�Cj,`MAL�. i I L �yP. , I { I � 1 1� i { I HEUUt E 4QM,GR1J-�tATTED '�►•,� knw; P )G ^-' I 3 ,�' '�►� :.4.ntY�2 ,.;�'..,>t - ;CGz `� .. �E.F�Ort.Z. I { 1 1 .. � f__ I Imo. ._-- ---- - - --- -- -- --- — — _•^ --- —c --- --- --. ..— � ..;-.- _._-__ _._ --- ____ __. .--- -----• - -. - -- --_._ -_ � ' .-__ _.._ . ._ .. _.. _.__ ._. _.__ - _.._ 1 .,_... ..� _ w _». ._._ .._....._ ._.. ..._ ...._. ...._ _� I I 1I I i 1 I \ I I� .d Y..,G�E►�E.O b,,FalpGtcs. I � QI G L 002 S9%!% •za:. .ora<.c•>; ( I ` _ S-1 3/8 INCH PLYWOOD ON ONE FACE OF S'fUDs SPACED AT 16 I _ 1 �' ti"co►ar_.'+u ab w/ e., o 2 via; C�ts,rt, Oc. ult+c OC� b, cab. �►a 2" N i • PL.Yi11pOD INSTALLED WITH ALL JOINTS )BI.00KEl1i , . _. _ -- _ _ _ • �. -- - - r - - - - / -- -- -1 I o$�a (b •�,•_ v�b� .,��.r� '•�a.,c'o� d*vzw,k%m � � I MAIL AT PANEL EDGES WITH BD COMMCIN AT 3 INCH SPACING I `� _ - - - - " - � 1 t*I�A2wc►a t, - a" N,I N. co•stwe,c-c�C can�,�,.a�o,�z. ep+b�. ; I 4 I i � � I �•"r d' r_Otar: , F'�. 61 �N,EAQWC,I,.L I 1 ` I � I i � I I I 1 •�' -•. NAIL AT INTERMEDIATE STUDS WITH AD COMMON AT 12 INCH SPACING SILL PLATE NAILINI•l A9 REQ'D - 16D AT 3 INCH STAGGERED ' SI " ANL'HM BOLTS - 3/4 INCH DIAMETER AT 36 INCH MAXIMUM SPACING � • ' g � -�-1 \ { -"� - ' 6-2 3/6 INCH PLYWOOD ON ONE FACE OF STUDS 'SPACED AT 16 I}NCHEB PLYWOOD INSTALLED WITH ALL JOINTS HLOC.KED NAIL AT PANEL_ EDGES WITH 9D COMMON AT 4 INCH 3PACINO �- NA I L AT INTERMEDIATE STUDS WITH 8D CO!'w10N AT 12 INCH SPAC I N!G r -'" -- I ; '2 T•+=_ I SILL PLATE NAIL I Na AS REQ' D - 16D AT 4 INCH STAGGERED i � � -- - -- _- - - - _ _ _ _ _ -- :_I \ 1--•�� SZ I i c,. - 001ANCHOR BOLTS3f4 INCH DIAMETER AT 48 INCH MAXIMUM 'SPACING 1Ql I � � L e-s IY�I�_�I`�B.�QR_��r__5�!�IgI�TI�!_l�E�£_�I►��wI�_�4T�Q � - -- - - - - - - - � I , , I I r, 1 , � I I ,,, 1 3/8 INCH PLYWOOD ON ONE FACE OF STUDS SPACED AT 16 INCHES 0; PLYWOOD INSTALLED WITH ALL JOINTS BLOCKED I S2 �_-.., �._1-_�� ,�,Hz�,•_�y �tcF c��,.�,N t ��.-� NAIL AT PANEL EDGES WITH 8D CSN AT 6 INCH SPACING 1 i i \ tt, T►1tCKFNEp St.gt3 I NAIL AT INTERMEDIATE STUDS WITH 8D COMMON AT 12 INCH SPACING, _ I '� `tom air b�a'Q. ► I - - - _ 1��'- "' o o o r��. I Ilrl//A� -�///1 AGJ BILL PLATE NAILING AS REQ'D = 16D AT 6 INCH STAQGERED t- -- — cttu�tp b� b�,rt•ttZ ANCHOR BOLTS 3/4 INCH DIAMETER AT 72 INCH MAXIMUM SPACING ' 13 '^"���• I ! U41I 1 ' IiY_.7/1rS.[�17fL7-WIIR-OEM-�• I Ziii-I i-lI,1iiiI ri:iI i����Iii�i/Iii7iI�iiili-ii_il iitil_iii__il_l��i_liQ_i!_�lii-_���l i i�_�l_I�+_��i Z��ii�.I_��__(��i._i;I Zi�(i_1_.ti_il_1-�_��o_�1�ii1i__iol.I1�__.�i►I�1�L�:�1_�i��11 iIi.1 ii7_i 1�It�-1-I�1��1�J�i1_���-1-II�G4C4t_1�V•��i1OILR+l'd.t-1 tiIt_�v'i21..w�R''-1A.Qti_-!1a_E1b►_si_'[-1 2_A�_1o_k,_..1rt�(!i—_I___i.�I i I (_`I i i i I�II'II t-oI ti-4I� I�1 l►�i--1-I-T1 IIIiII_i-1_-1�,. �-�Ii?�9;iII1�l�_���_Ib�_��II,rII►-111IIIIIi•►Q�-��V�'li��_�d"�+__�ctof�f.'�1�_�_M�8�.�dI��''.�t1�c��tt�cE1�_c�_�1II �I•teOI aI Ri$_T I,1 j_,i G_ I Nam, b I aTlNSPuccIt�QW. A1�- ..3wVr L,i -- - jI�II1I�IIII a._-'•-,-.-_./.K_1._t ' iOQJhNS K�S.•IJ eFtt.,ttNtQwrT � , ." �t o IWO cow", a Ctr --t6. 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C- zin"I "SQ C c."L fc. -f 2l TOP Ars 144 COW :�>U. xatYC N, w�au., •` - I / !l__)L_ 'la:'ew- a¢ " t-vc m mEo w, t� i e\cam~ ��� btT%.0s E W * ._ . , - --'14 - ► yI GOL w1 k) e,�aSfa•�1W.� g"� y1 I .,4 visa.'.'+s 0 '1f>] �/� `a �IT- �_ __ _ • _ --- ;/ �� 4-4, Got- wj�x►� {�. i co wt.�vov� GOR.sF2,5.-SyP. 2'SwoD-- I t '� II v - 1 \ TOP V t�W V.c3. - ;'� • �.-t,_to�tc� Cwt.q aw1.4� I ; Q 1'/CJ'CLn,•-TCS T. CAK.ft.\E5 i / /+---- - data .♦EAGER. e'F.�t,1.1C7 _ � � /( � �... ._._. _ � � ►�'-\\ Ct.Q.. IVT I &L C?ETAtt. 16 I+C2 ►.,o�4aClNfttil f (1 � -�r�C �L� 1.K U.)r) T� Ior.' ��+12 K' 2MC.� a'C RricwcL /R J�v rt Eft PIAN / 21 ~ __..._• r.nm•? P')a.C.r `1�NC7oCL :,�,�C,l.. ?.4' R E3' bC ticGr,t:Y _ttuTFL U►1GL'RFCA02. a / t)►aG�E2.rL►�!� Zvt►,1S I � a,,, - -I ►Co � cc��T,raG �- c'�r.'� G.,�Y1� �n,tJ -----•y ft. Wt-LVE.0 C�1rtNF�C.�OQ. f� 4•,4Ph4r 1+►4 tri' [-Trp ___ __ ', `^`•/� co Kr'` ';Pdr 6 ZPt" Fife G � S'J2•.r/a.w 4 bt(Jir. vE.`, '� - ` � I Cd' O1�.r 1,4ir" _ W/(4% 1J\p ►]ta�1-l�, (� I 3 /---- '.!"4+•rtrHEAJV PIpE C�.V�n►a j I C3 ML 1(e \\ vr21S L EGT F��►+5.6. F�. ".Cb �rzC)'�t I 7+ - SPri'.E\*+A -CUCttJ6 �5 r�,t1t�.�C � •�I I I � EEC aw,v'Yw . PLAN Or - /i+• a IIINoll.. ..�.._ Igor �.erri..� «, f l �+% 7MrdI � • ' I I 11 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 I I I I I I I I I I I ( I S I I I I I I I I I I I ' I I l l i l l l l l I�I4ff, li �7 � � II � � _ 44 � � 1NOTE: !F THIS MI LEA ITHAD - I DRP,W�NG IS LESS CLEAR THAN THIS NOTICE, Il IS DUE TO _ _ THE QUALITY OF THE ORIGINAL g Z Z GZ Z 4Z Z Z FZ11 T tE w TI ,, ►DRAWING. II II �� �' flll� l Il����INIII II i 111111111 IIIIIIIII IIIIIIII II Illlll�r. r I ���� ��� IIII�IIII IIII�IIf11.III , � IIIIIII .IIIIII IIIIIIIII IIIIIIIII IIII�IIII Illllllll�llll�lill III VIII IIIIIIIII IIIIIIIII IIII�illl Illlrl J UNE4 1990 I .PL IZ rZ 6 LJ N,5 a T- M^ O� 7 -96f­/ \ � /� �, I � -O (�:�.�T h � �,, ^'51-011 I US CK E:s -A) 7 100, 'oe 4-\ TO &ROU 1­4 L) 1,0.t�01`111EY HVA 6- I I \ I �' --,: -t\ A4Z400NIV "roWE e,,A LJ., U�4ir LoL;t&-ri^N YIN 81' r.D C o Ft.,O-N r-4 61 10 ( , a_,z E VIS F �. / � =-...Ix1U�E � ! _ , I i ,L -- �'1' � � '� �� ►�I�h `� � FU1'URl✓ ./ _ �.,� � .,,,. TO N-I 1-4 1 f I� i r V �7 WCZif 1 4 It I/rIl r '7 0 -r L-4 t-tt oix r P elo, " 14A"A� T 6-� A Lo 6:1 Ell-f It-ki;H IT rzol _rY F ;.1.1 ZL FIN, FL-K, SL,.:r 29j I. 1�, -7 7 41 y Kt. tzia..K­ I ,I, -_=i=__4 , I I I-r VL 0 1K 1 7 10 Q 'fr --1 A 'k rZ 7 LA f�,0_-�E; L;t P-L, FzAit-4- M 1�y H LJ I`NI r461 34Z 2-60^15 V4HITE, -T KA.1,r,N K­� V4 �61^1 VIE I�y 7Y A X LA0 1vx_A&b&-nrt� 'U LA -rl2e-f, P / 1� '�4 I I - r, L 1 1 -7, \45-I L/ F-7 G ''I'�' ;.L - I - © V 1* r I �/ �po►.� 1(4+T r-ik,), FL4,*. FL, It 24 o 1-7 Ya -oil 61 1, II _011 -0 J �N_-- PAL NCTES A- NN A. Contractor shall verify all dimensions conditions V13^`,114 J �1) 1;1/ on site and sh4ll notify architect of any discrepancy on drawings. 0 43 All work sriall comply with all reauirements of the r Uniform Building Code, City Ic C'ounty codes and Laws of the State Fire Marstal , and ordinances, applicable plumbing, mechanical + electrical codes. C. Provile shorinC, bracing , support ix I)rotection as C5(P required to maintain structural inteCrity of tne 4 project and to protect existing work to remain. D. Wood in permanent contact with concrete or masonry shall be pressure treated. E. Framing lumber shall be Douglas Fir, construction grade or better, 1500f, nailing shall be per U.�- . C. , 4:IIrJ6424A4 4 f 11 schedules. 0-4 o�l N - __ ­ — _1 _ Z SIC F. Contractor shall verify all util-:_tJ.es and coordinate MH equipment •_R fixture requirements with tenant prior 57 to final rough-in. G. Irovide solid blocking as required in all wo(,d stud W partitions at ceiling lines and/�)r not to exceed 101-011 , H. Provide 5/811 water-resistant gyFsum board at all damp locati:.lns. d IV I . 11artitions : Taped k sanded for finish .4 :-�l Demising: 2x6 24" 0. c. w/ 5/811 gypsum board. Interior: 2x4ls 16" o. c . w/ 1/211 gypsum boari. F4 kc contractor' s option, metal studs , 611 and 4" IF IIA- Jey 4 v r1�t 1 res;)ec ,:ively, may be used It-4 NoN.p i 961T L.EV 5 ��L� L�4 o�,. r J. taint : Cne coat primer + two coats, semi —loss , latex 101.-4 �j with 1--1 601-4 Ir texture and a 'lame sTread rating; not -0-4 to exceed Cla3s III ( 76-2_,�)O) . Clolor: 00 ;L 4,-T,&%I W-,, 4A M4 P &41 AHIT C_*19*4�� P14 d__A,4Vrr-L2. I - -7 b K. Aluminum storefront: Standard 2" x 411 fra,--,in,7 mein-ers H r, L' 1 11 � > for single glazed system. Finish: Dark bronze anodized. W� L. Entrance door: N#04206J stile design complete with IV PIVC- 230 rV LJ N L)Ax-t-!0 Tus'n/pull s . pivots , closers , weat.ierstrippint7 and 02,t� ',&- e, " L;V-rA I L-) thresholds. Finisn: Dark bronze anodized. Cylinder: • Double cylinder, keyed both sides , SchlaEe or equal . Y NSI with 4089 exit indicator or Lock: Adams Rite 1850AN equal. Provide durable sign on or near door stating: JF,-X- Fl LL. Hi-tc,15 Vt! f_-�t WUZ1;;) LX5 ! THIS 7)OCR TO FINAIN UNLOCKED DURIN'T ExR -.JT, fvlL�LZ_1�4 _�z �k*" 0,IC, DO Nor r%I 0"T LZ Ve L, 6�;, F 7 711,�'O") r Glazinp, : M,inimum �/1611 th.ick standard manufactured F_LJi,4 ��0541,r- "J. QT", '70 TIall., PA4)&, �%2 FT, -712410 polisied plate or ' float glass. All Flazinr sl-1 all comely with local codes for impact a,-i safety. Glass panels and/or wit.iin 1811 of walkincU p G' �' ►� - within i �2,1' of doors surfaces s*, all be tempered. N. Interior hardware : Schlage Series A, 605 finish, Handle Crbit , unless noted otherwise P''2, IIIIIII III III 1111 I III 111 111 111 III III III III 111 III II1 I 1111 III II1 NOTE: IF THIS MICROFILMED _T1 1111( 1 1 DRAWING IS LESS CLEAR THAN Li I11111� 1 �141111 4111j'i THIS NOTICE, IT IS DUE TO 11 011 11 DRAWING. 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FER.F+:,SIL fliN'aIF- srU«,- i 1 7 -o -7 -2 ► •o Ij" I �, QQ�I GN,_L.QADS; FLOOR LIVE LOAD 50 PSF- PLUS 20 PSF MOVEABLE PARTITIONS STAIRS = 100 PSF LL WIND DESIGN - 80 MPH ZONE � c.c. . J '� SEISMIC = UBC ZONE 2 SOIL PRESSURE - 2000 PSF PER SOIL REPORT -- i - - - - _ - - - - - - - - _ _. _ - - - - - _ _ _ _ - - - - - - - - _ _ _ _- . -- - _ _ _ _ _ - - - - - - - - - - - - - _ __ - . _ � - _ _ _ _ _ _ - - _ _ - - - _ - - �_ _- - _ __ 'i B Y JOHN MC DONAL D E NG I SIE E R 1 NCi - �.""�._. ___._ -- .. __._._ _ ._ _ _.. ._._._,,,_,�•_ lo* -- - I - QIQl4QRE TEs MUM INIMCOMPRESSIVE STRENGTH AT 28 DAYS SHALL ?'I* o'ra. F,vF cow N l I 3400 PST FUR SLABS AND WAILS 2500 PSI FOR FOOT I N'riS ' MAXIMUM SLUMP I I I i r_ o jasc•• a:G�•••••.� � i I 14 �"4 moo. pl F� cc�L.�Jnr►s-/ 1•� I i i _--_____ m 4 INCHES. WWRETE-LRE IWQR-QINg. L; REBAR SHALL CONFORM TO ASTM A--615 i I I 1"---tc''. !s 'p'sc.ctc� • t ' I i I GRADE 40. WELDED WIRE MESH SHALL CONFORM TO ASTM A-1t35. PLACE 01 i I I I YNEW 7.'h ¢ rt Gil. C4 totfa�-� AND SECURE ALL BARS PER ACI STANDARDS. LAP SJF'L I CE BARS 14 DIP METERS MINI MUM AND PROVIDE 2' -0" X 2- -0- CORNER BARS TO MATCH -i j — .--- ---_ ---- ---- ---- -_._ ..,. _- ._. _ - ___ ___ ___. _.__ - _� ____ I 1 _._, �.• __ _� _.. �- -_- -. _---- _-- _. __ .. :i HORIZONTAL BARS AT CORM.RS AND INTERSFCTIONG. - I f >CI�R�cTS�?�_�YEEE.i BEAMS AND -I_ATES SHALL CONFORM TO ASTM A-36• PIPE COLUMNS = ASTM A-53. STEEL TUBES = ASTM A-500 GRADE 46 KSI . I � I �- �'� p�� �`""� cQ•-�•^a a`m �v p'wt Co..�r.*,►,� I I � , �9 ' I � .•„ M BOLTS - ASTM A-,SO7 AWD SHALL HAVE STANDARD CUT MASHERS WFSCRE C.) "1a. -v-C.0 �' o T-ca. G„_s�. X19'G I i I _ -•.1:, BEARING ON WOOD ( INCLUDING ANCHOR BOLTS) . DETAIL, FAbRt(.,ATE AND WELD ALL STEEL ACCORDING O A I SC STANDARDS. I I f _- 7� WWL)j LUMBER GRADES SHALL BE AS FOLLOWS EXCEPT AS NOTED: co). � --- s�E �5 Foe raa-% i• �f• =1 1 JOISTS, RAFTER:I, 2 X 6 STUDS & 4'° BEAMS 02 GRADE D. F. ' _ 6" NOMINAL. MEMBERS *1 GRADE D.F. � �! � I U2 �,a L `` - J � lam' wlc+�vwtEC7 �� -•La, c--�• I ^^I =ti Z X 4 STUDS STUD GRADE D.F. ■ <<�w : - io Yi.lGrc�r aE.t� sc,.a,�Fid S ;t. PLATES AND SILLS ON CONCRETE PRESS. TR. D.F. PLYWOOD WALL, ROOF AND FLOOR SHEATHING TO BE STANDARD GRADE WITHEXTERIOR GLUE. SEE DRAWINGS FOR INFORMATION ON PLYWOOD ---- INSTALLATION AND NAILING. ARCHITECT.BRICK SHALL BE AS SELECTED BY PROVIDE I f-- -•�.•••--:�•.to�2••c,.••,•_cy ago,. I - Bft I CK TIE ANCHORS TO SUPPORT 1 NG 9TUDWALL WHICH CONFORM TO SECTION 3006D1 OF THE UNIFORM BUILDING CODE. SPACE BRICK TIES AT 16 INCH a -" _.__._._ ___._. _. __ 'ELI I VERTICAL BY 16 INCH HORIZONTAL SPACING. I ; - - - _ _ _ s, ;vr `:,. 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