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Pr �-�-�--� - I x.l�►t�l�l • c 6 Olt AM 9 dulldlny must be completed � according to city codes and _ lai inspection made before ) ' g _ �' > dig•" 1:l�I _ cc�Ipancy. (.ITY OF TIGARD t /a AF'uKUV�.[) FOR CONSTRUCTION - CITY OF TIGARD � .. t�Ar a Imo+ �,�� I I� `,.IV'r/ �..�L`/Ii:.L. �.C' '�F� P°i�.r61, ►•-1 ..- �. ,/ D I7� _.ITE ADDRE.ss COW) I -•� FERMI NO. ��L F-11" (�'' w1 ���r�� ��i l-✓ ' irY�WiYW�11rYYYLLWWfi11�11�JYWr .Lrr.rrr`:.nrnr�Yrr,Yr....r�..�.r...•..-rte i ___ r..wrw rrri" _ _ 'stslr a "1 �+ r�-,�- .�. -----.•- _._... Q b 1-l..• F+-"w 'i� A�.�s�,(1.. "':' C`t'!E. [::.,5-I�� 11 ,. ss,/I"r. c=•"t�-1�/g vim/I�j i! PJ GENERAL CONTRACTORS & SUB-CONTRAC TORS Mlk f HAVE CITY BUSINESS LICENSE w /*Awl � hilu 111 NUSSARY CITU PERMI�S PRIOR T16 PERFORMING O SERVICES. Aw ;,.:.._ ... 1 1 1 1 1 1► 1 11�1 I I 111111 I n I l l l I I I I I I I 1 1 1 1 1 1 1 1 1 I� I I I I ( I I I I ,.�.,......,...+�...� . . ,, ,.. . . ... I ' J I 1 I I I I I III III III III III 111 111 III 111 III III III III III 11.1111 III 111 111 III 111 III III III III 1111)11 111 IIL..I I I I I I � I I I II I I I f I I I I I 1 1 1 1 1 1 1 1 1 11111111111 ' � NOTE: IF THIS M ICROf I LME D �- -• - 2 3 4 5 6 7 8 9 110 11 12 � DRAWING 1S LESS CLEAR THAN THIS NOTICE, IT IS DUE To li THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 L2 9? SZ b? EZ 22 12 02 61 91 LI 91 S I h I E I 21 11 01 6 I9-.--' 1I- - �9 SI-•..' b EI.- 2 134r1IP" ,11111 n1111111111111111111111111111111111nln111N11I11111111111111II1t1I1N1111i1I1111(1111IIIIIIIIIIII�JIL111111111�11!IIIUIIIIIIIIIIIIIII111111I)IIIIIII 11.111411111111111UIIIIuhII1�IIIlIIIIIIIIIIIIIII�IUIIIItilIlI111111111ll1�ll1jUlll11i1�J11111111111111 UULlll111llIlluI1111III11IIWIll11 Y2 �M.A1990 ..-._.._�...... _.._.. ____�_____._--- ..,.,,,rt,�,. �,�E.�►-_ __•_____.._..._......-- —_- _--_.�_..•;,rYM,�.t... -_..W..n��..r - -- - - ..;�:-. M,..w...w......,n.. ...._._.._.—.._.._.._.......,.y .,,..11,. .� .. -_. ,. y`. .. , .� ..._. - _.__..._ .- '-.� �f. - .r.._.�,.a.�.,..__. -._ 1 �_7 - - i II I 1 ! o �a t Icry hN I N I�iS1b,.'t" a5 t.�r�I�1 Iv a !s A,c4. Ta Q u� 1� �I1► r - - ' - L, GrAA* -- - l-:,1 tyrj 4t" wlGl►1 OX CA.~I •Flrt,1M NAA4LA. 1v H fir; ; 4 1 F 1 04410604 f o E 60- tally V1 X%- � OL APPROVED FOR CONSTRUCTION CITY OF TIGARD 7 k4 SITE ADDRESS / '3.2-00 .S w 1pa - c A11 " �/1^J�` TITLE l�, _ , ci ZiL Qty i C. S^��-,I' 7 4 5 - Building must be completed PJ1ERAL CONTRACTORS & SJO-C6iRT�AC- according to city codes and TG'-"'%S MJS�i RASE CITY BJL,';.0 U!"ENSE -r V final inspection made before 1< occupancy. AND ALL NEU0SARN GiTV �t llIs PRIG U . CITY OF TIGARD TU PERKU*Kilf'0 SERVICES. 1` IP UP Mae M # FLK lr, ZRIP 1 1 q ==A R:+I Q dP FR �r Z�- ' 4'�4 �, .4- ­41 3/ss 95 -e/s ` til 4 ♦ Imo- `' ' l �M M Ll L4 rte. N01 s 1 I 1ti.l r, i ' f a1-do oil �� to,- 41/4d n r / III I _ 1�1 4w I1.d F ` rE �.L. 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A- -.,1� �" (�w.a �� f• _ i - { 3 -'7 do-64 •,.-/ L-044A r"4 1 '.�= d/s 6J i.-M.tl u - I i i I i I I � I I I � N I � • i 1 I i.. y..�i1.1 �L'-7 ��t dt.1.•. h.�N aA/'R•f I-7 i c7L , L• 4 a V j,I fes'..`rf �,,,, E„IS•H� ,�..-M,` 411-t•j ��PA. fX lei �+ tgo wk 1' 'r 6r L.IJ (..I►1�/1 ��f/� Zt ,r �� '•�� �, 2Z/�M t.r 1 _— Iw co 17 -140 ' ! I t v I � I t ; 1 I 'f i%►' X y'�Z� CTL-4a LA" I $► !/10 'K .zZ.V, Ct_r1 � ! I S��A x Zai � �►...{l I../rh�1 ( i t, r. I i n - r o I I I � � 1 I I I f NI Q W ;R L. +�/�"ae•1... �'k Fel... 1�a1 «- a I:..�,�► V i IA PilNNWw' ,9 `i!I►pµ. ,,q.,•rc*,. '� I . r � � �- I�I'!�I►If1��11I'I�!'I'I'�IIIrIrI'IIIrI'IIIIIII��III�IIIIIIIIIII�I�IIIIIIIIII'��IIIIIIIIII�II�IIfI�II�I�II�III�tIIIIIIIIIlI111I111�IIlllll!'I'i�l�!'I�I'I�!'I'I IIIIIIIIIIIrIrliillllll111lIII P NOTE: IF THIS MICROFILMED �- ! 2 3 J '4_ _�—5 7 8 9 I�0 I I I[ DRAWING IS LESS CLEAR THAN - dt THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL ' DRAWING. _ -_ ____ ------------ --- � n- 62 92 LZ 9? SZ V? EZ ZZ IZ OZ 61 91 r_I 91 SI bl EI ZI 11 01 6 9 LI- -. 9 S b EL. Z 13141" �►IIIIIIIlIIIIII111lIUIIInI�nr1I1111lUIIllilllnitlul111utllulhrlllJnlllullln1�1111�1111111c1I{J,ItIIIIIIIIItIII!IIIIII,IIIIIII�IIIIIIIIIIlI�11HIIIII�lI11InIIIIr11IIIIlIIItIIIII11tutI1{IIII11{IIIII�I111I11ll�I111�Wllw�tllll111W�111li111�IIIlII111�11111wlIUIIIIIUIIIIIIIWIIIII + , '°� MAY 1990 , ;L 4,, cf� 1 3a1 �" tl.•• , `l�Fd�'"Ri'i J ?d�'— I 1 ►I �—. G-IF*444 1P-4 I•r:.n'x•` �, S-, �.+ rM�y+•'r'E"a + = f or �fs� Z.4 c�"►_�.1 L..L.I�r+ ( I < �!�„ � �,�� afw 1.� I ---s��r►K L +� tr�M ��''X 7 I'' ra{Lv wti.r�+ j � I i ��..: �...-+....•r.. Iw�r:u.�•••"��.�.�•.•` .�.i�...�., w� re. �.^w+.w. _..w.....n• +-......wRr� _ • ..�-.•.« w.+.t...._.r•-..w..�•_. 'wwTr+-T"� '�,�. � •`�: . I ' i I •-•fit r..+. .I I I �. I j - y s.-ro ± r _ � � � y 0►r cis . 1 s I h h til e I I � �,..A I•t4 I -��' j�"�2�-" c�l'lr U L..+�h�± I �� 7'��41 �L 1.1 L../�� I r a ,_ ,- �. m I may;-p►' --�,n�/I — e} i !�' �' '�'- <.'' �4'•� �.sNca� Z!�`-�.►" st�,L, I�.�r•t��T"I-+ I r- � 31'- �' tea-. rr.sl•.ral��i :�•" - I - �_ � � I 11 � l , II 4 _ - � �� � i � (r�1,..�.1 L.l►►Mall � �� X I c� �1.�J �,,,,/�arA � •' � m�, �I, ol - 1 A 1 NNW I .r•. � x t --ft-l- - � "'�"�"'�; '.1 pr loll Dl l dOl •,y►I r/ �� _ �.. � :...�'�.w_ Fes'�.,•C � _ F�t...�.l� �.,._ '/+'� � I��11 S�- r - - 3/4 :. '�lilil►IIIiL�Illili�111I1�IIIIlI111IIIlIIIIIIIII�IIIII�I '!II�I!('iIIII�I+III+I � ��IIIIIII+IIIIIIIiIIIII�I�IIIIIIIIIIII±IIIIIIIIIIIIIIIIililililililililililililil�lilllllil�Il�ilililll�I►Illili ; 4)[E: IF THIS MICROFILMED ►-- -�_ _ 2 3 _4 r.'i 6 7 $ 9 1 0I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 87 LZ 9Z S% 02 EZ 2 12 061 BI !I 91 SI b1 EI ZI 11 01 6 8 L 9 S b E Z Iv' I� I. 91r17M r11IIIIIIiIIIIInIIInillilllnnlluilulllllu11111IIIIlI11{III'':IIIIIIIIIIIIIuI1+IlIIIIIIuIIIIIIIIIIIIII{IIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIiIIIl1I1111�1U.!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIf�IIIlI1IIIIIIIIllllIIIIIlI1111�WII1IIIII111III11�IIIlIIIIIIIIIlU111IlIIlIIIIIIIUIIIWIll11 J e 1 AY 2Z'21 1990 GENFRAL NOTES & • OEM iM CaE=:31 All Construction shall comply with requirements of the 1973 edition of the UBC, and tele 'j:>HA Act and Oregon State Fire 8 Life Safety Code. Notify Archtiect immediately of any discrepancies in the contract C�� • documents . � Mechanical and electrical systems - Bidder- Design. Conform to UMC O 1 Stat of Oregon Electrical Code and ocal requirements. All wood in contact with concrete shill be pressure treated fir. Fire stops , blocking or framing members pierced for utility runs require \ .. b'7, .�' packing to equal fire resistance prior to penetration. Wood framee . ti map construction requires fire stopping of both horizontal and vertical lr-lrv.Ir'' r __ _�_ ••? 3� = draft openings at. a maximum of 10 feet. i Heating, air conditioning and similar service equipment are required -===c to approved and listed by a nationally recognized testing agency such as U.L . Inc. , and shall be installed in compliance with agency's t` specs and recognized safF practices. The installation of ventilation ! + l.�► _ !ystems is required to be in substantial conformity with the 1973 Uniform j f 49 Building Code Volume II . p I , Pressure relief valves are required to all water heaters installed either �7 � ! in separate water tank port or in port for hot water line. Shut-off valves may not be located between tank and relief valve. L�I�� -'�---- All exit doors and accr:ss ways thereto are required to be indentified by approved electrically illuminiated signs served by two circuits with i h C====one separate from all other circuits. U ' 1 �y 4 1-A _ y t✓ I • �` I I _Q1 - - -� PROPOSED BUILDING 6 I • �,O ,` ,� � 1_5� 1 / / y i — �,.��.i l0•..�I'� ' 910I - d W 'v ( - l � Wl 0ng111; �. �.�•,,�_ � Jr, Ir ILI � , I I _ � IT •• •• -0 IS LIDITY CONT1 GENTF ON NAPPROVALMOF 1 �� CONSTRUCTION AS UQUIRED BY ORS 419.155. Sliall wFIET Y.FEP Heir" IN (A! ?`' ALL SPICES MUST BE ENDOR$ED PR [OR TO ISSUANCE OF BUILDING FERMIT DRI'ICWAY GRADE 1$:& - �. I PLANNING DEPT. ( - ,W. 30 -___- . ____ _ .___--• . _ --__- -- _ - - Dat-eSW PACIFICHIGHWAY PUBLIC WORKS DEPT. 7-/Z� let. .J6IJ M J�✓Cr,n p P [j B7 ue VV CC 0,-/ 11'e,14,1 4!e,. BUILDING DEPT. $�3 —gLCO) 11 4r sS( c>ic..��/ �.� j ( 1 TUALATIN RURAL �. ,('� ' Y Date FIRE DEPT . _'D De,9 011rE PL=AkN APPROVFD FOR r01;STR6C,2I)N A 76 CITY OF 'TIGAIM 1 11 20 -O PERMIT #- ADDRESS BY A • A- -_TITLE DATE � '�► L'� LI, 1 Building must be completed l,�E�ER�;I CONTRACTORS & SUG-CONTRAC- o TORNaccording to city odes and TORS MJS� NAVE CITY BUSINESS LICENSE tl�, . i Final inspection made before AND AEI. PiECESSARY CITY PERMITS PRIOR 'raj Vim. `'' " occupancy. OF (� eK A part of Lot 8, Frewig's Orchard Tracts.. in Section 2, Township 2 South, Range 1 hfest, PROJECT DATA CITY OF TIGARU TU pERF�iRMING SERVICES. Willamette Meridian, Washington County, Oregon: p 185ti 030' West Zoning C 3 RCC STEREO S} TTtt ���Qgf�6ttlat�i�dut�ed�� ���r���1�fl���d0�o€atd Lot $, which is North 24 r Occupancy F 2 DOCUMENT ARCHITECT r A part of Lot 8, Frewig's Orechard Tracts, in Section 2, Township 2 South, Range 1 blest, s Willamette Meridian, Wahsinqton County, Oregon: Floor Area 14,965 sq. ft. R11SSEll L. IFACM Beginning at a point in the Easterly line of said Lot 8, which is North 24030' West Type Construction Type V Unrated lt�tf a w�s►11111,ro11 --� 110 feet from the Southeast corner of said lot; thence South 46016' West (South 460 17'30" West measured) 21 . 19 feet to a point on the South line of S.W. Garrett Street Parking Provided 49 Spaces And true poitlt of beginning; thence continuing South 46016' West (South 46017'20" West measured) 187.27 feet; thence (North 49016' West measured) 183 feet r+Iorp or less to theSite Area 1 . 10 t 47,915 sq. ft. Easterly right of way line of S.W. Pacific Highway; thence northerly along the easterly right of way Itrip of S.W. Pacific Highway 240 feet more or less to the South right of Building Coverage 8,07 sq. ft. way line of S.W. Garrett Street; thence (South 49016' East measured) along the South right of way line of S.W. Garrett Street 122.29 feet; thence continuing along the South As right of Noy lihe of S.W. Garrett Street (South 24027' East measured) 118.20 feet to the trua p01nt of beginning. Contains 1 . 10 acres more or less. ^h �. ^trlrl►It11�111111I11111��t1tI1111t1111111111I111I1(1111111�1111111�111111111t111�1�11111IIJill i1I11111111111I111I11111111111)111I1111111111111111111�1111111I1111I11111It 1111111111111111101 Or 1 I 10 I I NOTE: IF THIS M ICROF I`LMED � .rr-�-- � 2 3 4 5 6 7 8 9 12 DRAWING IS LESS CLEAR THAN ---� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING,. -----_-__--- OE 62 92 LZ 9Z S2 bZ E2 22 12 0Z 61 81 LI 91 SI bl EI al II 01 6 a L 9 9 t, E 2 la.11,�. ..L---'..-_'-' uluu�uliluuluuh�i�ulwll�lul1u111ullllllhn, ' . In1111nI111tIttI111t1111111�unI11i11111t�tulllullllllllllllllNIIIIIIIµlI1W1111:tINIlu1111n�I,ul�.u111n11111Jllullnll�It1111t11u111tttNtlll�tuflfltt,tH1I1111I11lIIIIIII)IIiIIIIItIIII11Ull�WlllUl�llllllllllWl�1+111 MAY 22 91990 ©-7 - to •P� .11.`x. rc,1.4fIj' 8�1 q4 •-. E I I n nSii) 13 rr- /7GOB ' �[ �► 1 C3 J � v.: RENTAL SBPACE I { RENTAL SPACE 2 RENTAL SPACE 3 0 dlL 31.011 31•�a 8'•0"� - ca es) L I ;4 clip t Lie . Ar WOMEN MEN ^E F 7 LUNCH S STORAGE STORAGE OFFICE CONFERENCE j Ak------- OFFICE STORAGE ' 11•x' --�-• �.� �� -44 21.411 ' '��' �� . •7 '� �� II �,•�,I `i3O„ �' �' �� , _4 i ..�.j•.i' s l.- • _wNfir , .:r:r ��•..r. , i+��.i.►iii o OF 010 1 e�► -T REGISTIRE9 ARCHITEC �Q T � • •, _-.___ __ _�____ RUSSELL L LEACH -. - - I �____`� 11AIE of �A$MiMhCH 7 1 ' — I I ►� L..COWER 1—=VBL. tz - — — FL0C3R PLAN s • f , 1/4"— — O R l 10-7'- 10I l {, ' � " 7 - .>.. • _ ..,,,.-.«. --. ,_ .. .,.. ,. ._..,,mow „�. P � •► �111111�1111�11{111111'11�.I�I���I�IIII{II��II�II�IIIII�IIII111IIIIIIII�111�11��1111111{111111��111�11�{SII(Illlllllllll{111(IIII�III�lll�il��ill{ili�ili�ili�ili�ill'Illlilllili{illlil�I�I1�Ii1 �' `� I 2 3 4 5 6 7 9 _ 9 I16 11 12 NATE: IF THIS MICROFILMED ►.�� s �.�,�,� r�•�_�d_,__, DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW'NG. OE 62 92 L2 92 52 02 U 22 12 02 61 91 Ll 91 51 b l El 21 11 01 6 9''" L'' 9 S b c 2 ►111unlunlu111un1ne11uu1u111n11�u11h1u{nuhul{utdnN�lurtltWh11��1JuI1n111u1I,�,I�11uIn1II1��I�W111I1I11U11U1IUUIlsli�Itlf�ill+Irin�nnlnl�!,1uIIu111n1luulnulUll�WlllUwwuuuw>�tlWW1,IWl�lll�llll�lllil♦11UlUll�WI�lUI11u11WItWh1H ���� �MAY2 .� 1 1990 _...,,�..- ----_ -._. ....... -- �„y..+._.�.-_. r-�.- _.___"_ _. ""�..-"---•M.WiF-- 'n - -- ..... .. _.. ,� e,_.......,a............_.......-- -_- ......_._.,..- - _.. ,.. .. - -.. .-_. _._..,•--- .1.1.'7-..._.............-...._+f,..nti1.�1. .. io7 , 1 II 1 I I ' ►t I-►oil 1 ✓1 I I I .fir. �ol-O `�•G� '� I i I I • � I ► I 1 •a ,Q,► . CJ �•O _ ' t - I Lo lap , I . 1__.. I I� CASTING WAITING 2 EXAM I EXAM 2 EXAM 3 OFFICE A - I , !' �j2 ,111 so I I'• IC71t I t 911 10 .5't iDI,G,iI i�! �il ;�,•�n 1 F d WAITING ! r I - t 1 , _. ft MINOR I �t SURGERY 4 1 j 21 OM ►_Su I'1 ►•O11 ,2t1 ! I I •ioil GI ©II 1O`•5`` t_- _jJ �! �li •�i; p �,► �:-- I► - + I i EXAM 4 EXAM 5 OFFICE B t TOILET _ ,�" Gid' ' + � _ C I RECEPTION 0 LAB 7 EXAM 6 EXAM 7 EXAM 8 OFFICE C u� C4 TEL. 010 �� 1 \ ENTRY - GENERAL _ -- -_- - - _____ ID OFFICE �; q!-q-d r�1•�: fi _ �. 44 'Ifn- ILL 7 . As 21•,4,x -�I'bll 2'-O ,71, 1 10'•311 ,y�lt ��' �..glt It I SMG 'j$j.0� 12►,pli I 1 � ,�tl � EXAM , 1✓! 5�i EXAM 10 �`.�' G: �` OFFICE tD _ -t C�ILET 3 -- OFFICEbAESS TOILE' Ir ,C,; ► :- _ 777777 �; IJ�ESS d1 ! 0 TOILET - Q EXAM 11 EXAM 12 OFFICE E ( , IL g 7 7 PHARMACY ' r 77 , } 1 _ I 2! WAITING 3 EXAM dt 13 EXAM 14 EXAM 15 OFFICE F ' rl•p 'hyo'- I ��at.8,ll I alt I��., n Ia!•,5;� ►G • �� ��!' . " I Gj ,fir -� Rl1SSF!_l L. 1_�ACN ` ! 1 k I X—�"' M� S I • 1 BELLEVUE,WASH. CZ5 OF Rf61STEF'fU ARt".HI)iCT 1 ! SillTf. 0► wn;!uNi; tHl 1 I _ jof 21.� /Z,�,I.c.�il ��•8i1 �Q1,�11 t I1• r�ll � UPPER LEVEL FLC30R PLAN .i lo-7 I SII 11 _ 1 ' 1/• . i Y, • ' .. 1 - � (�tLI�I�Itt'{�'t�ILl�l�l'ILI��LI�ILItlttlltltltltllllltftltltllltltltltltlllllll��IIIIIIIIIIIIII�I�IIIII�I�IIItI►IIIIItItItIIItII�Iillilililil�IliililililLlLl�liIt111ilililll�lilililLlILltlii '' ,� - - ,. } � Y NOTE; IF THIS MICROFILMED I 2 3 4 5 6 7 _8 g tIQ _ ! t 1 2 DRAWING IS LESS CLEAR THAN r THIS NOTICE, IT IS DUE TO THE QUALITY OF TFf_ ORIGINAL DRAWING. QE 6Z 92 LZ 92 SZ bo EZ ZZ IZ OZ 61 91 LI b 1 arri,M t3 S I bI I E I ?I I I 01 6 I9.--.1.-._L_..-'----I9- 9 b 1E.- z It intlnttlun�uulunluulluLIIILIIIntlltttlllllliltll1111IIIl1Ittlllt11111111I11II�1lU�1I1111111I�I,jIiIIIIIIIIIt!IIIIIIIIIIIIIIIIIIIIIIIIIIINHI11t11 W�itttllrNIIIIIlI11l1IIIIlIIIIIIIIIIIIiIlllllt�llllII111�ILlWWl111L11111111111111�ll�lIl�UUllllt1111lIIlIIIlIIIIlUI11WI1111 ''�i MAY 22 199 �Q rrr_ . --.. .fro..-- _ - . •_r-... _._.. . DC3aR SCHEDULM MARK SIZE TYPE /MATERIAL.. FIN. FRAME FIN. THRESH. REMARKS EDA 0 j120 A�P-'4 CIEED 14 13C=� Lu r JJ i(v "-4::;" !4 2) C3 dv op 01� �7 FINISH SCHEDULE FLOOR -F WALLS CEILING BASE Eis 7 41 14 1> �I_ -t til ! t i i) CEIL. MARK HT. REMARKS 7- TT__ . _ _ _ __ __ _- ______ __ w_ ,aD Ru's".FtL I tit , fV1 VA 10 x % 17 �1" OF REMSTERED ARCHITECT RUSSELL I LAC H SIAlk 01 W&%HlNkwft -1—rt FTM— ps _ 7 I I I>j I I I R1 I I I I I I I I I I mj 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 I I I I I ti I I I I I I I I I I I I 1!1,1 i I I I I I I I I I I I I 11,1 1111111)1111111 1111111 1111111 1111111 111111 1111111 1111111 1111111 NOTE: IF THIS MICROFILMED 2 3 4 - — 5 6 7 8 9 10 12 DRAWING IS LESS CLEAR THAN _­q%. THIS NOTICE, IT IS DUE 10 410 THE QUALITY OF THE ORIGINAL DRAWING. OE 67 82 12 9? ri z IP Lp P.2 22 1i' 02 61 81 LI 91 Sl V i EI 2 1 I 01 6 0 1. 9 s IF E 2 *outgo -fill I 1, 1111 MAY 2 .802 199 0", � - �.. -. .mows&. 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OZ 61 91 LI 91 SII bl EI al II 01 6 I9-...i..•-1L-.•.'•--9 IS..•.' b 1I-- C I rnllnulunlWullunlnulnl+Ilulnululllnnllnlllnllunlunllu1f1u1I11AllIIIIIIIIIIII6111IIIIII1111!IIIIIIIIIII11101111di11141111111111111.1IIn;I1�nllnlllullu!!)I!IIIIIIIIIIIIhIII�UIIIIW�IIUIIl1lIWU1111111111111ll1i11111UlIlUlli11I111!llllJillIIIIII)IIU11111 MAY 22i 11990 _ GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE. �� I CODE: UNIFORM BUILDING CODE -- 1973 EDITION 7 ' r ' LIVE LOADS ' RMFs 25 PSF 1.11 ND . . . . . �- , .�/-/�riUTfd �� c Fl_/,q/ PER4 ��. /G • ' ° 20 NSF �`IStPIC 7.OtJE 2 SEC . -4 'SO I"=S F -t- 5 MA.5O/V Aly FOUNDAT I ONS Lr')iG � Ef��•° � !-./•4 SOIL BEARING 2000 PSF ASSUMED. CONTRACTOR TO VEPIFY IN FIELD• ALL EXTERIOR FOOTINGS -' � vE/v�E'R Z GYIa�NE�1rs��.vc, SHALL BE A MINIMUM OF 1 '-6" BELOW FINISHED GRADE. SLABS AND FOQTINGS SHALL BEAR ON /l/A/G AES' G'r'P SHEATf,✓/w(r -- 8d Sd 2 v" c B�`7-J_ 4 FILL COMPACTED TO 95b MODIFIED PROCTOR -- ASTM D-1557, OR UNDISTURBED SOIL. � G"c � �E'C T'JElce4 - __ i �,.- ,a . ,�X � � ,'G"` CONCRETE �w� �+ C `sem /C7 G".�/7 -F-- 4` /w PIAN ;A F c 2500 PSI FOR ALL SLABS ON GRADE AND FOOTINGS l`�Y Y WOpO ci r3•-"�` w ' . Q , - - -- -� -- ----� - ULTIMATE STRENGTH DESIGN METHOD USED. NIXING AND PLACING OF ALL CONCRETE AND SELEC- Hca x IQ' TION OF PPATERIALS SHALL BE IN ACCORDANCE WITH THE UBC, AND ACI CODE 318-11 , PROPORTION ;) 1; -i/M F'5oAj 4,'54N It- - 2 x /2 Jo_/5 7' F — - - *-f?/M `i c� /5 T OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX VHICH CAN BE �' C'! F�`,giV a' PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE DATER. FOR ADMIXTURE ;EC SPECS. ���� ~ 1/2" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. „. � CS[.Kcv �� �? ,Z•q .Z x i4 ' /2 - 1' � X"a �'G w/ - Z x /2 JO/ST Fli"A' REINFORCING STEEL l-+Of_TS ' o�� �F. FGR 'LAA-1 L REN ORCIN STEEL SHALL BE DEFORMED PER ASTM A 615-68, GRADE 40 (fy-40,00n PSI ). -'� -4 =Q �" c�-14 x .24 G/ 41 S„ LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1 '-7" MIN, UNLESS OTHFRWISE NOTFD. G ' 4".6zv TYP, , � .p" A, �L40�-Tc. 4-'-0 CORNER BARS (1 '-7" LEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL z x G /�LATF_ '� e MxOero TYL"') gliL IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED 3 C./.A2 COitJC. CRETE STRUCTURES. " 2 , L 4- - - COVED f0 MAIN REINFORCEMENT TO BE: FOOTINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 I NCHES E'L.'�E-1.V/.1E�E' - FORMED SURFACES -- HEATHER FACE . . . . . . . 1-1/2 INCHES 8 " C,//"' <�O�/�' • - .2 x 4 %�A'c _-__- �'3C./.P C©�./�. -- INTERIOR FALL . . . . . . 3/4 INCH 1 ✓ALL _ _.. __�_. . i _ j .Sf-/c A,�' ►�✓i4[.L.. - In/A L C , I P&P �ecrn�c-+ '��/v REBAR WELDING A'LL- MBAR TO BE GRADE 40 (fy=40,01)0 PSI ) MAXIMUM CARBON CONTENT .35". SUBMIT MILL CERTIFICATE SHOWING REBAR CHEMICAL CONTENTS TO ENGINEER. FOLLOW "RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL, MEAL INSERTS Atli CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION" BY THE AMERICAN WELDING SOCIETY. ALL REBAR WELDING SHALL BE I y-5E T/01 ,z -- J �,EG r/ AU 13 - 5 145EC T'/O� C� _ Jr 5El !TI (DAJ 0 - 5 BY CERTIFIED WELDERS. USE FRESH LOW HYDROGEN E70XX ELECTRODES CONFORMING (O THE I --- ------- - -.�: --, - - �. TENTATIVE SPECIFICATIONS FOR MILD STEEL ARC-WELDING ELECTRODES (AWS DESIGNATION A5. 1 ; ��- 4 / '- 0,. 4 " _ / = =�" 3.4 s / p" .y4 / p•- ASTM DESIGNATION A233). BENDS IN REBAR TO DE WELDED SHALL NOT BE CLOSER THAN 3" TO WELD. STRUCTURAL STEEL S U TURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: TUBE COL. ASTH A501-68a (fy=36,000 PSI ) .2 x ./045 T ALL STEEL MEMBERS.SHALL BE GIVEN ONE SHOP COAT OF APPROVED PAINT, WELDING AS PER PARAGRAPH BELOW. L R T YP .��R .t'L _. .� ,Z X /C� � V4E ASL GGQ MISCELLANEOUS STEEL S/MG.S0A-/ Q-.5 ,2x /O QL.KG MIS LLANEOUS S� TEET SHALL CViIFORi\1 TO ASTM A-36 (fy=.36,000 PSI ). WELDS NOT SPECIFIED (J .SE"RIES fs/l.'C,� --- .�L Ci/c',E' f�E'f? ARCr'->✓ I E ----,z-.2.r/© f-✓/G/-+/ EA• E�c./C SHALL BE 1/4" CONTINUOUS FILI FT MINIHUH, ALL FIELDS TO BE BY CERTIFIED WELDERS - USE 2 x /fir .Z k /4 I M/0IfF, n/ FRESH E60 ELECTRODES. MISCELLANEOUS HANGERS TO BE SIKPSON OR APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO I -5t_3 x /2 GGA -, F?;M1 JD/�-T - - - �� :5 oL/Q BLc�rK. �t./r�\ r � � ,\� Q �"°' -- WOOD WITH PROPER NAILS ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE MAY BE PARA BOLTS, Kt�1IK BOLTS, OR APPROVED EnUAL; MINIMUM �- ,', . - y �1 '✓ LMOEDME14T PER UGC TABLE 26-1 • FABRICATORMAY INCREASE PLATE SIZE PRQVIDED HE COORDI- NATES THIS WITH ALL TRADES CONCERNED, AND OBTAINS E11GINEER'S APPROVAL. TIMBER x- .¢ � �..-- � � X ROOF JOISTS D.F. 92 (fb-1450 PSI REP. ) ' - --7�---- r �+ T 2 X 12 FLOOR JOISTS O.F. #1 (fb=1500 PSI , ,Zx /4 .,�C�/�5T B.EYG�/1J.C7 2 X 14 FLOOR JOISTS D.F. 1 (fb=1500 PSI ) LUMBER N0T NOTED TO BE D.F. #2. //' 71-`.Suiv ,�_-?4A/-- -� - -- �- ----- - �,4Q/�� ALL GRADES SHAL` COLIFORM TO 1WPA GRADING RULES FOR WESTERN LUMBLn -- 1970 CDITInN. .2 `l0/� W/ ,24 - '" - - - - - BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED I,.TTH STANDARD CUT WASHERS. ' ± I 1 .�. �' ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED. r..�'FFA �.,E',2_I2 .Sf-/EAf� L G � � 1 T GL'J-LAMINA ED WOOD MEMBERS ,47-10 U I I ,1� J--LAPtit D ti LAtPS, DOUGLAS FIR COAST REGION, KILN DRIED, TRESS GRADE COMB?NA- y,�„� � I �`�EAM f'E� PLAn/ TION 246' (fb=2400 PSI ) . GLUE SHALL BE CASEIN WIT}i MOLD INHIBITOR . BOTTOt1 LAt4 TO BE ""�i ``-,2-,2x/;c. 40L,./ L�// FRLE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. CLU-LAM FABRICATOR TO PROVIDE TOP TENSI(NI LAMS AT CANTILEVER. -,2 Tf" Nit/GR. ! 2 aC /O •�-X/G BEAM 7" t. �HEAR I F'ER RC�,�F'PCA�t! PLYWOOD WALL_ cti' I�-�'S`A 4-zx/2 ROOF /2" CDX (UBC IDENTIFICATION INDLX 24;'0) , FLOOR 5;8" COX (UBC IDENTIFICATION �C.00:.9T/©R./ � ' `x/=74 `1 .26�'' .-'5 7-4-40 1.4/�4,LG INDEX 32/16. NAILING SHALL BE AS INDICATED ON PLAN. CONTRACTOR IS TO CALL THE BELOW, ENGINEEg -FOR INSPECTION OF ROOF DIAPHRAGM PRIOR TO ROOFING. --.�TC.1,0 I V,,=) L 1 h _ /VO7- OCC,1_/r� pv'r-Irc IF'A./TfrY G'-.5A SPECIAL CONDITIONS q• �,, �G�� n CON CTO SNTL VERIFY ALL DIMENSIONS IN FIELD, AND SHALL PROVIDE ADEQUATE SHORING STUD WALL B�'ti'ow© AND GR/?GING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION.' CONTRACTOR SHALL NOTIFY .-.,. EtIGItILER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. <5,E C Ti,C.?/1.✓ E_ 5 10 c Tioiv �_ _�-- _ J -.-- _ - - _------ - _ -s -- - C T/C� /�l _ T/D F� S Coe- ID11.1 011I \N� - � V i O Lu Lai 15 r 'YAW 194 4" �.- _ 6t1� /3E' Yv,�l./� __ _ -- ;' T. .5. COL. /SER , /~G. W/ 'v ` .�Z X 3/ x -5/4 • ' Iwo F,c7/CJ. F'G A A/ ,2 - S '+y/f A, ,C3C3G TS l ' T, `�. cOG. `� EN�� '�¢. QFc�G �L, W/ /" Sf-/E�R WigC L /-�3 ��:/���E,b G � vL.rs/ A/G TE_/o o/v F'OA. , ' •4 /2 ✓Ef?T' T z,X C a G. `�/G ---- ! T� [�Ef'7 '� FiaL'7�7C/ W/ 0-0 F,,gIr' 'ER F;C�iv .SAN � ,y. /�o� r � 4'o'ivIA�X W •Z WAC-L _ / lLOA, �4. d? r. 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