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13145 SW PACIFIC HIGHWAY-2 0,1 IV OF 40 IT Pw ? 1 Cl J _ 77 Ll OS 14 1 W4& ?*W T- +_ ____.._ Y__-- -}_..._. _-_. .____._w�____ 64 , 4vu r„r ___ . _ -r- .+ __.. ___t__.._._._... �� - -_ - ____ .. _.__..- - _ ... � ---_.._•(S G,c,,C.�� � 1'�4��� '.;:fin .LXa 4 MAII _._... _ _ __ -__--.�-..._.. _ _...__....... .-_... r• +, ice" U APIA 01- LA UPaA 46 - _ --- - -____ - -- ---• e . VQAT� "fAA ,,0,'' , hv,,. UN ir t Lei T� b ���+-to,��c.�► i �9► �'. � �� ¢•+ •tib. rif BALL 4aO A"Fp 1041 4 -- .�._ — •- - — - - --— _ 01 apt IN NLS - � 'h" :al MI- 1, t !- i" � Nip r ----- All 4 LO Fix Ills ew p4m Or • . ""lo WCO WO Rte• % ^'y ( + f--I G• f KC7��I D �:-P -,rZ.�TE �-1 i 5 Lr�I ' �;,�,; ���r l.-I��I,T �'J+oL ��►. aF � 3 ; av�G��'�•y �- b T ' � �• .,_....,____,..,..,,,,,..,__ _..... IH I�K I�-I G+ pJC F.P• , ;� F,G,I �Tt �� — l`� G3 r R-U!-� ` ; 1,• �G..�� � L 'o�ern � v� ,wt .: 7 I S Ott 1 r J4 r LIM on Ill Ili I11 � 111 III III Ill Ill III Ill Ill I I III 111 111 Ili1111 III II � � 11. _ 5. I � I NOTE . IF THIS MICROFILMED I I 'T lU A 1 1 ? DRAWING I LESS CLEAR THAN - --- __..� �----- —__- -- �^— -- --- -- —_ _. _ —-- ---- -- --- THIS NOTICE , 11 IS DUE TO _ THE QUALITY OF THF ORIGINAL F � 8 Z L ZI IIIZ '� Z Z Z Z i—�— DRAWING. 1 i IIII I i � + � I A l.11�l��llllll�llll IIII IIII IIII III I! I III � ��� I � IlI� � �I Illillll IIIIIiillli iilllllllllllllllllillllilllllllllllll�,, �, Illliilllllllllll ,lflll If1111111 Illlilllll�lllifll I i i � .lii� llll N �lII III IIII IIII IIII IIII Illi IIII IIII Illi l I IIII 111111 i llilllil► IIII IIII li l /e4OWUf A' I + j GOVERNING Al1TNORITY OCCUPANCY _' Z. CODE D f —."--�-�. -_•-,.--.----- , r C 0 N S T R J C T I i N TYPEGOVERNING IONING CLASSIF ICAIIUN FIRE SONE ---- � ---•-`�` -" Iwo , ��'E''��/•�• nr� G�'A'�•vaAT� `;E T �,M I C ZONE .SITE AREA � ffffw.wi 111w.� .ww j • .w �G _ 1116 T ,'r; it LC X11 ' Wdlt'�C W/TAo; F A R K I N G R E Q U I R E D ... `?�-�� _-�' - ----- ----- •v f L-n..�f�+�11 ---- i t. - '' S F BUILDING AREA 6 M 4 Mi+ 9.ww A k1 ,C/wv -, it�r�s+t r RA v/N/e,- PARKING PROVIDED .. �� ,.. . ... �►_. . _ -� - _ - N ENERGY CODE �. r? : +, Lr It ZL ` � d► Y. w1 � '�.-, a 4 � , . ".� ' ,.. rl - j L.C3T' G•/b �/)''���I.� A.�►./�r tt4 »? `�' ROOF : (- 1 ASS "A " ( FIRE RE TARDANT ) WITH MINE kAt. SLIRFACE CAP SHEET � � � G / �iNK ��� jU J .4 GROUTING : GROUT FULL ALL PAN(_ l. AND FLOOR ,LAB RE (_ _ SAES AND FINISH TO MATCH AD�A( E Ni �IFrFArF ., WITH NON SHRINK GRntJT . i°�t=ry .� Wil'{ . V L'�. Vb'/I`/L•• ,� ,rt!, oy.4•�/ �r .,lc E1' _�. r - W' � 1 Thu tiEo CHAMFERS : i " CHAMFERS ON ALI. PANEL EDGES AND AT EXPOSI' D EDGES OF SLAB- 13 LAB- �' � 3 i`J'� BASES : 4 " RESILIENT BASE WHERE PCr) ILIENT FLOORING IS SPECIFIED AND AT EXTERIOR rACE OF c,wC+ rOILfT ROOM WALT 1�`�`• W , I,A . �• '41'�`�' � rr�i :� '� AYR CONDTTIONING : EIn0FR DESIGN MIN . AIR TEMP . S5 ' ; HO ' SHRF , ROOM TEMP , TO 6f MAINTAIN [ D W f18 ' til ')UT EMF' e `o�,� ••+--`�'��-�"`�"��� Y�l �'�� '� � �"� OF 28 * ( HEATING ) . ROOM TEMP , TO MAINTAINED aJ 8O ' d OUTSIDE TEMP F 'Ju » ' Sc DE T �L IrNT . 0 ( COO' ING ) . MET 9111. B T f MP , 6 , , BIDDER DE _ IGH TO INCLUDE ALL ITEMS ,HOWN ON DWG - . AND AS REQUIRED F (1R COr�r 1 F- 1f (►PURAT i N PER ...,. ELF. CTRICAI SYSTEM : i r �' � r -- SSSS----. , c�.� J - ► ( '12r1. �(,,�., "A GOVERNING CODES . PROVIDE SHOP DWGS . AS REQUIRED BY CODF . � C r - �J +'n�F,�„� %T=l?" ` : .� R �. I � E-C-E'1 2r`,r •-) f'LUME3ING SYSTEM : ( SEE ELECT . SYSTEM NOTE ) . •� ; ti . TESTING : PROVIDE INSPECTION BY TESTING LAB ANO /OR ENGR , A` REQiIIRED BY CODE . =� ,�.. _ 4# -� r�.+.r._• } ( - � •r 69 A-- �: Fi. rf%-� SURVEY : TOPO . AND SOILS INFO . SUPPLIED BY OTHERS IS A►'SUMED TO BE CORRECT H r �. HOWEVER CONTRACTOR SHALL VERIFY *•�_-_ • __ �� _d �, a ! ;- it Ut CUNDITIr)Na ON SITE . ARCHITECT IS NOT RESPONSIBLE FOR DISCRE PANCIE ', BFTWEEN DRAWINGS AND ACTUAL SITE CONDITIONS . ! T �piZ IT IS RECOMMENDED THAT A ' SOiL .A• ENGR BE RESENT FOR AN )N SjTF IN�.-►FECTION Dl1RiNG FINAL FOOTING EXCAVAF,jrj.)4, 47f ��tiJ ,G ""1�•�•► VE SOIL SUI TAR TL FOR BEARING TOADS , 1 I PANEILIFTING POINTS : (: uNTRACTC)R TO BE RE ;;PONSIBLF FOR DESIGN AND LOCATION . 2Il �•- N 05 AV '%—• E J I G N L 0 A o S : ` 'C • 1 ,� �,_ ` � ',a���T7 1 , ` n ' LIVE t- OADP SNOW LOAD '--Z PSF FLOOR LOAD PSF ( RETAIL ) \ Y ♦• t _ `� / V "._.� y' WIND LOAD zc ..... O,f ` PSf - IL PRESSURE 1' PSF .mow.�W j F0UNDATIUNS : EX FOOTINGS 1 O BELOW FIN . GRADE AND 1 0" MIN. BELOW : XISTING . GRADE , ALL FOOL INC, ) k)f_ R •r-�• • :�. • ,y .R a VA.'t"l ,;� �� +„ � ` ON SOLID ,-UNDISTURBED SOIL . BACKFILL TO BE COMPACTED PER SPECS . Q •� � � _� l �, r CONCRETE : kit `` rr Y .G. • {-, - 0 6 ( " tt � .• ..• _.y ... ��l �� � LUM 1-,I CLASS A S S AND iJ S f f ' c S__ SACKS /C . Y . SREMARKS _� _- _ � i , l-_• . _ U ? lil A - FOOTINGS AND Fn11NDATIONS 2,00 4 -57t- 54 AOD MIXTURES . D �� • , �.-..a ar B - SLABS 0 N GRADE r t - 2500 J -4 5; MAY BE USED . �'" r �� . - C PRECAST WALL 1500 4 MAX , �•", 5; UPON ARCHITECTS APPROVAL �r u,� ~ o SIDEWALK SLABS +�" , •� '_. .,"'". ,`t ' .,r-K.' \.._-/1._..^� A-- r f� E - JETTING BRC, , PLATE _, AND PANELS 2500 DRY PA(:K NON - ;4RINK ADMIX . 1r ASW � t�► � � ; �ti;1.4,E � 1 A\ �. MIX : MAY BE DESIGNED PER METHOD OF SEC . 2605 ( C ) UBC REINFORCING STEEL : ASTM A615 GRADE 6O r APO- 0. ot AIN � ; �`• - ( UNLES_� NOTED OTHERWISE ) . UETAIL .; f31?f_ PARE O E) ti t' ROF ► '; �, IONAI D T�IKR , 103 PFR STANDARD PRACTICE IN ACT i1 '.i , ALE WELDED REBAR TO BE GRADE 40 . c COITI IeleCs LL CONCRF TE COVER OFREINFORCING : tiuliC�ing must bt:. P G � _ ---------- � 10 cit Cows and .r W ( • Kit 4, _ _- Giles / I�`. CONCRETE POURED AGAIN ST EARTH according Y yfC,re �4 ' -' • 2 " FORMED CONCRETE W1 TH EARTH RACKF final �nSp �n made b` > �► • 1i 11.L � O �-- � ,�,t� .!��► _� » •• """` �,rry;r /f --- ,` Jr 14 " - BE AMS , COLUMN` ( ; TIRRIJPS b TTS ; ) AND WALLS EXPOSED TO WEATHER occuparicy- ` ' 1 i r'`�•./Ir� / 4 " WALLS , I N S I D'E FACE Ci'�'Y OF T IGARD tAI ALL REINF . JO DIAMETERS , SPLICES AT TENSIONS AREAS , NOT PFRMTTTE� D . Q IA N .1 .L, �• FOUNDATION REINFORCING : ( 2 ) #ri ' ­; CONT . (r) BOTTOM OF ALL FTG S . �) FOtINDATTUN WAl_ l f XTEND HORIZONTAL W l I. TL f` �r r I� j z � , r, •-o`I .-•�, � T Z;D• 3 v 1 �:� aT�: �' " F' R O M OUT `; O E R N I'' c r- r ' _' f �► _ -r - .. . �.. _•�.... _ 'r� rte, I CO E AND IMTER_,ECTInN, , LAP OUTSIDE FACE AT CORNERS ONE I . WHF. RF WALLS wTTH(+11T V PT RCI i! ARE. POURED SEPARATE FROM FOOTING PROVIDE tl4 ' �. X 1 ' - E, " ST1185 nl 1R" O . C . R � .S �`''' _ �y, PRECAST PANEL REINFORCING : SEE DRAWINGS . � � i , �; �) w� - ~ �y�^•� r i...• ..r� y ,� � ...G '-.«�L•- •"-� 'f f WOOD D A N .._..-...�..:.._--�..-...�._-__.........— r SPECS . . 'V 'ZI •S _ -- .""'"y,+'- ( �. �.� •'�`' ., `j r AND/OR STEEL GPEN_WE_B JOTST.� : SEE .,PEC,, . ANALYSIS BY BIDDER '� REc rl R i �- � - _.•SSSS • - _�_�___.,. _-..._.�._,..._. I .1 I C D . ALONG w T r t �; ! I li M I T T A AND .►�! l �`' 13 J/ _ _ -...fir' __, 1l. ____ _ •1•-� 1.G • � �'�.1+'/�"i'�?' ( *4K�1/ �•t�.[�/1, "�<"�J�J�f�H _ .- /L REFLECT ALL UNIFORM AND CONCENTRATED LOADS . co _ ' `' TRESS GRADE HEM._ I -----• ------ � r /�/'� '`_ / TIMBER AND W000 . STRl1CT . TIMBER AND LUMBER TO BE � F R A ., FOLLOWS : .: ;r• "_.- :: : _ � V ��r, v `a�./`, r C. _ "':L'- w r : 3X~AND_t A R G E R DOUG . FIR NO . 1 r r • 1 500 PST 6X AND LARGER Y r ��,,:�y,r :• � DOUG .U G . F 1 R SELECT S T R I C T . 1600 PSI 1.1114' ti INTERIOR STUDS HEM-FIR TANDARD 450 PSI _...__.._.__.,.._..___ . OTHER i-{C M-FIR NO . 2 1000 PSI a � PLYWOOD PANE NOF5/ 811 T > �,� C # Qr 2-r3.v ��G� �• .- -�,.).•- ,,� yti •„�,, L I n X CDX ( TIBC I . O . . NC EX tl. / 1F, ) 10d NAILS SHALL BE . 148 DIA . BY 2 � " LONG �--. E3UL. T HEADS ANO NUT " RRG . Ar_• AIN', T WOW) TO HAVE M . I , WA SHFR; , EiOLT HFAD`.� AIJ;', NUTS ON ;; ILL ELATES AN M � _ 0 ' D SIL . MEMBERS {„3I AD ` -rk "�v,�- V�C.L .�^,q,� •�'• ; �.,.: - TO HAVE CUT WASHERS . ALL WOOD HE MCFRS ON OR WITHIN I " OF CONCRETE tO BE PRES`SURF TREATED WITH AN APPROVED err. & tt n• r �F_M 7T ' ,rte L r r v•� PRFrEPVAT IVE . _ I N PRECAST CONCRETE WALL PANEL ` : AN Af P90VED MFTHOD OF LIFT INC, PANFC '� IN10 PLACE THAI I FiE. USED . nE TAILS SHALL BE � Z.p10•,7� �' ''�`'u'•r ,�'i�'vi�/�j -���� ,'�;,� �� / '"�' ' T FREPARED BY THE CONTRACTOR AND ;IIBMITTED ' ,-) THE ARCHTTECT FOR REVIEW . WALL PANELS SHALL R Af)F i !ATE Y ) 0 `d1 Jr�G`� Q L SUPPORTED O '� N f� WITH BRACING UNTIL SECURED TO 11PPORT INC, , TRUCTURE , WALL. R� INFOF, CING TO 9E RIG1DI Y SUPPORTED aN CONCRETE BLOCKS " ,. '� :- = � � �►� r � ...� � . ����., i„//'f� ,Jr/:;,,,`,r4•/,/��,*� '(J�fCI��,C.►�r�/``,•' OR A P P R L1 V F D EQUAL . ADDITIONAL 1dE IN , TO BE ADDF D IF ?EQUIPE_ .� FOR LIFTING OPERATION . IN SERIS USED SHALL BE00 • �' � A 3��� �g' � r!� u " ' � ' r'.��E;� • rC +�� ��� �' '�/� '/ � Tom' PROPERLY COVERED AFTER USE `;0 AS TO RE INVI ` 16LE AND TREATED TO PREVENT `;URFAC.E STAINS . SEE MECHANICAL AND z '00 0 ELECT . DRAWINGS FOR SLEEVE'-' AND OTHER INSERT .` C1JRTNG AND BOND BREAKING MATERIAL ',HALL BE OF SUCH A NATURE AS ►'. 0)/� te r'_ MILL PERMTT PAINTING OF CONCRETE: WALL '-URFACE S AND AF SO WTLL NOT AFFECT BONDING BETWEEN THE BA ';E SLAB AND CeMENT �11111f1„.If,l....., JrC.EGTi�.IG�•C. r' � r0 MATF• R _ PROOFING COMPOUND AND/ OR ASPHALT / VINYL TILE . J • ,� � �” �' STRUCTURAL TEEL : STANDARD 7RUCTURAI STEf_ E SHAPES , ExCL ►JDINC Hr�lLc)w r; TRUCTItRAI t :JE3ING +(aL ( T r _�___. _._._.___�___._ ._. _____ .•_ ___.. __. _-_ _ _,._._w_._-.._.. _...__._.__.-.-_____.__._ _ SSSS._.__ �_-_ _ ___ - TM S P E C I F I C A T I O N A :i t ( UNLESS NOTED ) , f s = 2 2 , 0 n 0 PSI . ( 24 , 000 PSI E ��R ( O M f'A C T :.►E C T I O N S ) . PIPE CCOLUMNS WSHALL J BE ASTM A53 GRADE B . ALL STFEL EXCEPT STEEL EMBEDDED IN CONCRETE SHALL BE GIVEN ONE SHOP COAT ��F APPROVED PA:NT . MELD`: i / 16" MIN . CON TINE 005 FILLET ( UNLESS NOTED ) RY CERTIFIED WELDERS HEAVY COATED ELECTRODES F �+ r' CONNECTIONS � r ,y, � �, �, �c pl„p�F..l NOT SHOWN SNAI BE BOLTED F PAME. D BEAM CONNE (- TION: PER AISC . WHERE CALLED FOR ) UNFINISHED BO; iS AND ~ 5 SHALL A E_ L C O N F O P M A!) TM A r M - f I��JT TO A M 307 . HIGH ,, TRENGTN BOLTS NUTS AND M �1.,HER_, TO CONFORM TO AST-M ” P E C I F I C A T I 0 N A325 . DURING ERECTION , STRUCTURAL STEEL SHALL BE SECURED FROM COLLAPSING WITH TEMPORARY BRACING , WHERE EXPANSION00 Y � �'�"`"-� -" -"'�-'•"-'--- - -.. ANCHORS ARE >PECIFTED , THE CONTRACTOR `.;HALL SUI',MIT TO THE ENGINEER A SAMPLE OF THE ANCHOR TO BE USED WITH �• � �JI� ----_, _ ,'A . , � R,� L. ASORATORY DATA OF FULL -OUT AND SHEER STRENGTH . HO! I OW ., TRUCTIIRAL TtJNINr, SHALL BE A`, TM GRADE: B ( FY _ 46 , 000 P511 G.: " , = •- lor ^�po BUILDING- JOINT A41) PENETRATION : EXTERIOR .JOINT ; AROUND WINDOWS AND DOOR FRAMES ; OPENINGS BETWEEN WALLS AND � �� 'iZ`f ilk HOL��► _ , 54�� i ✓ t ✓ P^ I►�J r' OUNDATIONS , BETWEEN WALLS AND ROOF /CEILING:; AND BETWEEN WALL PANELS ; OPENINGS AT PENETRATION; OF UTILITY SER - i r N M ' t-i Usk `(�1-�v✓ a �t'v' ' --' p �T �G V Il�t: S THROUGH WALLS , FLOOR; AND R(1OF j AND ALL OTHER Sll( Fa k, 1ENTNG`� IN THE BILA DING ENVEL �)f'E ;HALL BF CAULKED , � • - i • � Iw �i,. � � GA,,Kt TED , WEATHER STRIPPED (1R OTHERWISE SEALED IN AN APPROVED MANNER . C �� - •�',•.# -S `-- �` .` .,r of I - (ALU -LAMINATED WOOD MEMBERS : GEU -LAMINATED WOOD BEAMS DOUGLAS FIR COAST REGION KILN DRIED STRESS GRADE COMBIN - 1p Ar R /�( (� x ���„O(f DP. ATTON 24F -V4 DF /DF FOR SIMPC E SPAN BEAM`. AND 24F - V8 DF OF FOR CANT BEAM::, . ` ,(/ / BOTTOM LAM TO BE FREE OF UNSOUND jP] GO►•I a KNOTS LARGER THAN 1 / 2" DIAMETER . GLU -LAM FABRICATOR TO PROVIDE TOE' TENSION LAMS AT CANTILEVERS . MATERIALS MUST �•,� �i ' �. ' �� �o ••r �� G + • '!� ' = Of. OBTAINED FROM AN APPROVED FABRICATOR . ( • , SUIT_ BEARING ASSUMED TO BE 2000 PSF FOOTINGS 1, T ` 11RBED GLACIAL T [ I OR STRUCTURAL FILL COMPACTED � I G.� .,HALL BEAR n N N D 7 T r_ V) . _..._ -a, I ._ I i !I - •• T (} 9!L D I F I i P IR�: STM 0 �, a - -� --. 1 . . ob ��� � i _ � ,I _= �" -_--__._....._.___. __...-. _._..__..._�...r:....._._.._._-- _ �71ti �z'�."`1"" l.:>hI sA,,, 't .'..7r'�.M �4�'•,C?ry , � -.J+�► �� A � � �' � go `,,� �-_ ksit w C� i i I� y-� ,ti � '���• �L.../' ...» ._..... ...�_ �V �1/`� �- • e � f�e wf1111•. q_M �. . I � 'f � � � t � !1 /• a AN 'lir d�"`�► ' i...:._• �r r Mi At A# )44b 0/ Y= It GA c,�. Z fi. ,., ( .4c.01"4D Ar ' ---..- r-�G PAP ,v�.a .rte; � Jy,�;1&6 D ,��w w . 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