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12040 SW MAIN STREET-1 r4 F' r `q G ' ' W- MAO tom! ST , 5cOrtr ! rJ5 5T. ;'a'rzUC AL 11,07, �S ,..lc�7;,tions shorn for foo'-` nqs ars-, maximum elevation to bottom of footing . Footings to rest on firm silty clay la-cr . Y'J other conditions are found, notify Architect immediately . <z..imum feundGtior. rrcssL.1 e 1500 I'aF La,--,cd on -oils report by Iry Cooper , dated 19 Jan 76 2 . Verify all cL cnirgs i.n G:a Lls , .�l.ccrs, or roofs with Architectural , tiechanical or Electrical Plcns . Sou I.rc?�i tcc::ura'_ T"113 fcr all details and damn-nsions not shown. Contractor to verify and check all ::::�.�:it .c �s c-n jobsiL'a . 3 . r'csign loads : P.rai 25 1SI', r-lind 20 PSF, Seismic zone 2, 4 . Contractor to be re^pons{ble for conformance to all Federal , State and local safety regulation during =n-i truction. 5 . For construction jc;ints not choum, hour footings in one operation after setting anchor bolts .-ad Ccwals. � . Concrete to be 2500 PSI C 28 dZlyo mini um. Mixing, placing and curing of concrete to :,e in accordance with ACI 313-71 ( 75 r_cvi.o,;.on) and. 301-72 . Su1xait mix design and record she Ang coefficient of variation bcfc c? s ,':.—ting work. Insert3 to equal NBS-BSS42. Maximum s !-ump : Foot ngs Grid foun::a;:yen 4" , S.la,bs en grade: 3" . flini::iu-a cement content SCO l.hs/cu. yd. "o t c : FLOOk S LA5 CONCRSTE Oro r r.. CiU P' 52,1.. C AILS., Y Ayf.;, ,ir11-114I'll -4. 7 . All reinforcing to uc d formod bars per ASTM A615-74a grade 40 . All welded wire mesh to be A996-72 wire for block reinforcirg per ACI 316-71 an-1, Cr\.SI Standards . Set main reinforcing 3" from Earth and 2 " f."0m formed surfaces . Provide 2 ' x2 ' rebar of same size and spacing for a7.1 reinforcing at wall or beam intersection and corners . Min. lap 27 dia . or 2 ' -0" min. 131 structural and miccellareou3 steel to be ASTM A36-74 , pipe columns A53-73 Grade B, E or S , tubes to be liSU4 A501-74 all fyw36 ksi. Detail , fabricate and erect per AIS:_, , • Spec. ication 1.972 edition, supplement 34 All welding in steel to conform to AWS D1 . 1-75 using E70XX electrodes . All welding of rebar or inserts to confozm to AWS D12 . 1-75 . All Lelts to be A307 . All welds to be full length of joint unless otherwise noted. ' 9 . All concrete block to be light weight units conforming to ASTM C90-70 Grade N1 . All mortar to i_)e UBC Type S conforming to ASIDI C270-68 . All grout to be 2000 PSI concrete with 3/8" aggregate . High lift grouting per UBC Ch , 24 may be used. Except where otherwise no-_(A 2--.5 in grouted lintel over openings and in grouted cells at jambs and wall en(Is , 2-4s in M grouted bond beams at silts and top of walls . Provide corner bars for all bond beams . 10 . All 91u-lam beams to be F24 with WP glue per PS56-73 . 1600 ' radius member unless notE_i otherwise . 11 . All structural joi:' ,:s , purlins to be 41 DF/L , all structural Load Bearing studs to be 11. 1`F/L. All nonstruc .ural studs , joists , or blocking to be #3 DF/L or Hem-Fir . All roof and wall sheathing to be :` PA C-D with exterior glue per PS1-74 . All other plywood in fascia to have exterior glue . All bolt heads or nuts bearing on wood to have standard washers . l_ 'L',JI- to he as manufactured by 11.rus-,joist, Inc. per ICBG research approval . Joists to I)e C-ninplete with bearing shoes , blocking and bridging as require(i. Equivalent products rj� Other manufacturer;; may be used, supplier to furnish complete details for all va.rip,-ic,, :. - r� :­ ':etails shown on Trus-foist standard details . 1W E- & w Lm Pr' ..... ..,.,r,.. .....,...W...,,.r... _ .... ...r..... .. '. ,/ .._rw .w..'... r -. „t"< •+ ''4I'eN,.Ai L..•. 'iill.J.i Mtivsw?nK.a.s.'MMlM.IR.W61i.S.n.1yy./�q,!'lt'FF ... ea6r.wnYUWV.YtlWaawra ,...a.L1.YW5i.w Ali •' II III 111 11ii1i il1 ili 1 i i 1ti NOTE : IF THIS M ICROF I .AE D 1 2 4 5 I 6 7 J 1 11 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAMING, S Z Z L Z Z gZ Z Z Z gill 6i t L ti t i T T i t 1 6 L 8 Q t S 111 "'111110 II i, Illi IIII Ilif��, llll illi1119 II '11Illi '11 11 III fl'1'11IIIIIII! 1111 IIII IIII IIII 1111 IIII Ill! !!!! IIII IIII IIII ILII IIII Illi IIII IIII IIII Illi IIII IIII i,�l (Ill IIII ` , a , r t � 0 ti U1 ! b 147-4ZL ANc;G Al.l►H� W W W U n Irk40 W wo co _ - LU LZU 0C T 1fr M a � � � m N �/ .�. _._-____ ':►.� �`" _ _ . . _ !��p.�W"'Ll.°D PANEL. -___ g�G?"'1' C�LA�� s�'�dc �� U N ?1213 T OF wou-.04- 7�­ I . The Contractor shall verify and confirm all \ ; dimensions and conditions shown or implied on i the drawings and specifications as well as the ` f I physical conditions of the site. Notify Engineer �r I of any discrepancies prior to start of worm. I ` I 1 h� (s•. P.X.1'�h J C��r 2 LUMBER GRADES , A. Studs : Standard or Better \ B. Plates , blocking , bridging: DF #2 �"' _r t E/K t'T Cv, A L M� -T#,O N;g T �.- C. Joists, DF #2 -� D. "X" brace all ,joists at. maximum 8 ' 0" o/c . E. Solid block all Joists over all supports. / t ISL... \\ _ t_ F. Fire block all stud wa1. 14 At 8 ' 0" o/c >+ r !• rz ,. xjflM r 3ltl 39 1� 'mfr{ ik 1F ', ,iii; y` GLASS A . All glass to corif.<�r•nl to 1.97;1 Uniform Buildin Cuc e , F". Chapter 5 Tab l e � r�l�j Ai�•�-A _._ _----- _._----- _ _ _. .-.. _ � - -t ,71., thr� g �.�� Ce _ I � `� 1 u F, ti 7 /I A . PAINTING (Toilet }looms ) A. • Apply ( 2) coats of ltodcti "Roflint Glass Enamel " or equal system from flour up, 4 ' 4" hig:i, at the rate T. of 265 sq .. ft , per gallon for each coat . B. Apply (2) coats of Rodda "Dorlsal.ite--5&a" High Gloss Enamel , or equal . to balance of walls and ceiling, at rate of 350-400 sq . ft , per gallon for each coat . 5 . SITSPENDED CET11RC 4045 A. Acoustical lay--in panels , 24" x 48" x 5/$" with flame; N �l spread rating of LS. Furnish in matte white. finish. N B. Suspended grid : (cold-rolled steel ) + 1) Main tee?Is 1--1/2" deep with 15/16: exposed flange with rolled cap and integral reversible I splice at ends. DATE 1e)/: `/77 d � _ ._ 13`/7 2) Cross teen with double web des 'j4n , 1-1 /2" deep i DRAWN l�Yj _ and with rectangular bulb with wet) extended to _ farm positive .interlock.IiIF --- - H Y C E�I�C 8 I-� -- :1) wall mouldings , 1-1/2" deep angle pith 1" exposed _ _ �D, II fv,.c�c , fasten with screws at 32" o/c. REVISIONS: I 4 ) Support :: 12 gauge galvanized wire � W. �7CC�f f� F��j Pi• 8 C� at a ' -0" o/c each way to mai.,, grid. ! Provide additional wj r(� 4sipport at each evd of each light fixture tc mails grid. _ I 6 . These drawing-, tor tenant modi t i cati� ori and occupancy only . All oY lh-:,r work. by previous permit . su"din9 must be completed7'. ` Mechanical , electrical unci plumIjing by separate permit , rMEgE DRAWINGS ARE THF according i�� c.it POR PE OF MACK[N21E N6- M Tl 2 INEE11IN0 INCONPORATED €�R C ' , y Lina) in>pecfion Y cedes ane' g�; • g rinkleri ng to be maintained. Provide aaddit ional spr.i nk l c=r AND ARV NOT TO at R1 REQ made p 4 D TCRO T ANY'MA TNP_R,[XCEPT _Iccupancy. a' before heads at underside of suspended tailing. 1 N Ofi MEI-w IT [N PERM4 �j1 QQ � I w WI H _ _ / / T�/� £ � � 1� ©!I I it ... . ,aL*.•N.s(r.-:y:. _. w.P..PaP�: ;�L13; 6,iF ,ae.t�.elutlllFut"eoa ® O ---_'-___"_---- ---- - S,Gu I O I�d ep 01'1'1► _ _ _ -. - -- —-- - - _-- ---- ____ '__ OF TI(; ._.......__._....,........ SHEET APPROVED FOR CONSTRUCTION Printed ERA. 'CONTRACT CITY of TIGARD QRS & SI1Q-CO o(� 1 �3 19 7 CORS (IST HAVE ° '° MAIN PF_RMIT X7&6) SITE ADDRESS,/_ _ �.r� I� Z.vyu -� 4NO ALL NIUSSARY NAV, �ICEPIm BY T E T_ —DATE. MACKENZIE ENGINEERING 1 FO PfRFOR CITY PERI�Is PRIOR INCORPORATED OF I N6 SFRV ICES, JOB NO, 7 9 _.-.,y.. ,...... _..s:. ,;y-��,;,�• : ::�.1�}p:ir i naw, gip,d�Arr.:,,,.,.'�Vy�,yc r .= i�.�,,� Ajk ,,, .� .. .,. _ vim^ .�w...++wwn..-. - rw+.+r►p+!Ir+rN1++lY++r�-., '• •"'""�""°'�"'�"'``'" ' Ililil�l � I11 I III III III I III III III�'I III III II14 I III III III ► III III III I III I I I �I' I III III III � I I lil I I I I`) � � 1110 I 1111 I 111� NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _--�--- ME QUALITY OF THF ORIGINAL £ Z BZ LZ Z ;ll,,, T111Z111111 i � '1111111 [ T111111111 t IB 8L1 , 1�DRAWING. IIIII III111111 Illllflll,IllillllllJi Iilll III ILII ' I I 'I ! I'�!illlifll�illl ! ► II I 1 Ili IIIA IIIillill Illlllltl II I IIIIII,111111I1111111(I IIIIIIIII 111111 II�IIIIIIIIIIIIIIIIIII�illllllil IIIIIIIII IIIIIiIII i11l�l 17 1999 _ 11 MAY � ; ... '__•---.__.. 1 MAY�+i�+ _. y s I 1 � Y To T 9 / , Ix 7b j��l ub ej\,h;G 2c,4 TSI ��'- - 414 ,... N -? W o LST OFN`�, fDlw , I✓t�a�...� by c� I J. � T a hhvN hT� E�+ 21-x1 C�G� � N 3� ! W V, todo 41 TO WNL-. 1N � _. � W l r 0; �" d 1 t CL WAL �� '� ( " G .G. Q Il.L G . �U �► _ LAAT0 •I' tl PIUS�/luy� '��i1�.-`�"'' � � ''�►�v�Ut�J(�'� f�r�-MI"1� _ I j ► ,� I ,� p•T Q .� }�..� — 09,64 eaWl-42 I a IAr�jHct4; I _ ►. T t-w Itil �v l - -.---t- -----. _._. -.r._... _ _ p� Lu 2T' �e O►I'�NG WALL- 1�Ert I , C-- t- 1�$Joe' ; T ' Na � . T 1NAL 1 t I NT. hON ►• `�,✓AL-� 10'.0 11 l , JL lto IVP-. I 11-15 - » ; -�, - n i Ns.t .. ,mal'-- A p }— 3 - I {rel-I T'4, �71.•1�?�C'1.1✓'F J G('i�_ i� h.� i M I (�.j .+�' ' i L.L AI...6w F=I , ' �E1 rlpff 1 ; ` 1 ORION � I 71A 1 i DATE t 3(7 7 ,ci'1 DRAIIKN BY: , I G►W CH�t%ED BY: ML RE'VI$IG 96 I ` . i d- ^^�. �1 /�p�yyy� I ��I �1\ I �1 �t1 Ir II tNH E 011A IMI>A A [ illogi N[ ►� _. . I- 1N[[111N IN11 MwA1 la 0 rwa=ckjrl�o�T� •[ t puttcRN AMr1►MAO 1 ( N Itt[PT OF Met. �lRM1! Illam .� Pr i nts d SHEET ---_.. 1977 I O ... ._._ .. MACKENIIE pEONRA ED '� y INCOR cw _Z _-� JOB "go. 2q� Z l 1 u X do • Illl�lllfl} VIII VIII � ILII I Illlllt I}III � I}VIII IIIIIII (llllll I } VIII I}III } I �}III I I}VIII � } ��� � (} III} � �} III I I�III} I I } IIi � IIII•IIIIIIIII}I I VIII }I �}I}III VIII}I III � � ' __ � I NOTE: IF THIS MICROFILMED 1I f ( i 4 I 5 f � f � f � f � 1� � 11 f ANIL DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO ______ _ __ __ THE QUALITY OF THE ORIGINAL Z Z LZ Z :QS Z L Z 1E qZ 61 1 �Gi T Z 1 1 I I1 I 6 8 L 8 9 f �1111111111glill 1r MDRAWING. IIII II Ill) mil II IlllfllllIllifllli1111f1111 IlllllllIlllfllll Illillll Illlllll Illlllll IllllllllIIIII IlllrlllI MAY �. 1990 �pp !L i' i' �r��Tp•U.P�7 I O►.! Off �;'O►t���* _ ..� {J') z \ rrl� P �I'�' L .7NZ� ANcx• AWM� '� _--_ 3'ca� F �,R.i� � �' AN�-L W O W CC b ^m T-rP' j Z z a, j - -- Z e Z M W O� --- -- .—_�---- - - _ — — �- - N 0' A` W W V) rs•. r� 1-- O ZU CL I I ) o W Z �---•. ...- ._. , r_. _ �Ap�',f' �C%�LAS� 4' O 1 N FF SNA CSF 'WQt.► The Contractor shall verity and confirm all t, dimensions ns and onditions shown or implied on \ c1 the drawingsand specifications as w►e,11 as the t ~� physical conditions of the site. Notify Engineer of any discrepuncie:i prior to start of Work . 2 . LUMBER GRADES . A. Studs : Standard ar Better • � �=X �, G L�l�-^��U�I h B. Plates . blocking , bridging : DF #2 s �-.- Z ' O C. Joists , DF #2 ll!_ v D. "X" brace all joists at maximum 8' 0" e1/c;. v _ F . Solid block all ,joists over al : supports. AL F. Fires block all stud walls at 8 ' 0" o/c , .�,,���� . ,, � AL � }� 3 . GLAS.1; / IhrG wNG A. All glass tt, conform to 1873 Uniform Building_Cmde , Chapter 54 , Tables 54A t.hroug ►�?i�aW,�—�- / 4 . PAINTING (Toilet Booms) f - Q__ A. Apply ( 2) coats of IlodcTd "ftoflint Glass Enamel" / ur equal system from floor up, 4 ' 4" high, at the rate 1 of 265 sq . f t . per gallon for each coat . B. Apply (2) covets of Rodda "Porsalite•-515" High Glass / Enamel , or oqual , to balance of Valls and ceiling, .1 at rate of 350-400 sq . ft . per Kallen for each r I y coat . S N0 G1 ���8 PI�t�1 -' 5. SUSPENDED CEILINGIr tr O y � N A. Acoustical lay-in panels, 24" x 48" x 5J$" r<iitlt e'.1Rtne N spread rating of 25. Furnish in inattea white finish.. N B. Suspended grid - (cold-rolled steel ) 1 ) Main tees 1-1/2" deep with 15/16: exposed flange with rolled cap and 4nteagral reversible} DAT! splice at ends. EO�3�77 L7PJWN ®Y:f s with ? --. --- .- .._ ..__ _ _ _� 2) Cross P andwithrecta.ngularlbulb bwithiwe�b extended e deep +!�►�/f�K- ! form pegs i.t i ve interlock. CHECK D 6Y 3) Wall mouldings , 1-1/2" deep angle with i' expose face , 19gten with screws at 32" o/c' . FEVIVONS: at V-0" a to main — — .. _.. 4 ' Sup 12 gauge galvanized wire i 1 o/c each way grid. I Provides additional wire support at cenah end r � of each light fixture to main grid • ti II I I 6 . Theses drawings :for tenaut modification and occupancy I only . A 1 1 othear work by previoug permit . 7 . Mechanical , olec:trlcal and plumloing by separate permit . TNES-E OR.A_NIN._eIS A14 E TN[ PlhOP♦<RTT OP MACKaNZ1E NO' IN[ERING 1NtORPORAT[D a 8 . Sprinkle ring to be maintaitie4, Provide additidnol sprinkler AND Age[ "01 TO ase Ra Ra DUC[O 1}� ANT MAANNtR,ffAC9►T •[ITH TNa W011ITT11N 1091111011-Il- heads [RN14heads at underside of suspended e6iling. sION or us$. -- Printed �Ge4L.L• I !� � �j!.0 n 1977 MACKEIVZIE ENGaNEEnIHG OF INCORPORATED 013 _WY ---- Z ill � Dill I � I1I-I 0I III I NOTE I F THIS M ICROF I 4 DRAWING IS LESS CLEAR THAN I THIS —II ' III1III1I1I�III III 11111121J1 a NOTICE, IT IS DUE TOIIIIIIIII THE QUALITY OF THE ORIGINAL £ Z Z LZ Z 4Z Z Z Z IIIc II DRAWING, IIII IILI III IIIIIIIII IIiIIIIIIIIIIIIIiII IIIIIIiII IIIIIIIII II IIIIIiIII IIIIIIIII IIIIIIIl111..ttlili �ii�llll► Ii111i11i 1�i1111N ulll ..i � �iilli�ii.��iili�ii iii►liii� ii�ili�ii��llilli(ill�iil►. it l�fl►�iiliiiiliill illlliili llllliill lllll►i�l iii MAY 17 ' 1990 �. r ._.✓ �. ""�""�t '" 7��N��/ (.'i L�LSI r,� � ✓V� iI �� (i�V "LL) T j1 G „�'I--- -! •1•..s. r1Y% d T �r�iY� _ J M/ i Ix W x G 2, ' " D1 .vC7L�1Z. Tr/1 "/1.1 W `� I<r � .fir _� `I ►• I i I _. _ ... __ __ N �l W _ i �;J'7 N G I F5oWrEN TO W,6 uLl VJ ,J c, �- - --«- , I I , WALL. L E.&ff1-4;�> PPUOL4 -I�j FCd, �� ► �, ,�.; � I �, ,�� I'. it �.� ��� - , _ j' 94 J _ - 5U. �► 10:f 13N- G►-GN2rp 1 ( � �9� ' 'L G' '. �' S- E i�>�Ca ' SUN�'� �Tp Y X P*�M1T I I I I �I �.._...�.� NSW T�k1G�d j 1�,�•;, +` � i �, � _ _ i �� p. .r r vr .► -� O►.tiI NG WAIL �i E ; f r—�_��; _.�_. �? 1- --''�- _. `� D� T�Ji,,1 T " I r_ __ .._.. _ . 4ss, 3' �� j $ 1`1 �'�I��T ;;, writ, � •r�;� -- ._ =►, � ; � 1 T �', 1�;: N�►r�" " �j►`= � ! T ;BALL N ©�t-,��: INT. LTJ E� �sJ& WAL L- Idi — 7 1_=�u ,,�4��, �;' /'r' _t '"F "T JL �oio Not 4WIF.. D --o --a iio 3i I: r Apt I I Crt" C.C*4 rAt N It- OL �— LkL all ---- 774 � � DATE t ,�h r 3/7 aDc ORJ�YIIN 8Y: \ C"FID BY: ,. ° \�� Chi. 3'� •-LUIS 3 r Cob I Als —� �'►'� rY -r T I — }� 1 R (p EVq� N�e � I i no 11 rR� AC A Z�� t� ---- -- _�__ _.-._ _, .. ._. —_� ._ ._._.. _ 1V l�,__ ,_ .r -- _—�• =061114111, 1 1! xR6 , !M 0' �Rso ( =�-s=,..-�-•»-- .�......_ ..__ —._...._.-_�__ ___'_... {� IId�ss WOiTM" R,pe IM $ION O 1. Printed ' LAI-_� OCT 3 197, ,. bSI � 1140ENZIE E L-. NEF INCORPORATED ED ING OF JOB .. ' ' 1)1�I I I I I I I I I I I I I I I 1 I I I I I 1 I I II I I I I I I I I(I 1 1 1 1 L1 111 1111111 11111 111 11111111 1 1I1 111 1111 111 1 1I1 111 111 1 I I I L1 1r1jill11111 1 2I 3I 4I 5 1 6 g � I � libl 1111111111E , ' NOTE,. IF THIS MICROFILMED _� _L�__ I DRAWING IS LESS CLEAR _.__. EA THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL Z Z LL Z 4S Z Z Z IZ Z t i t Li t t [ t I t B L 9 1 >rStMDKAWING. �Ilili ui �lll Imlllliiilliiiiliiilliill 111111111 lii�liill 1111111111111111111IdIli111j'i IIIIIII Ii"1i1 �i ilii1iiii %1im iiiifiiii 1 3 MAY 17 19 jog' ._-,.._r...rr._....__•.. "•'«iYI.JYWM . '.r'^'.'�i,MF.MiYiLitil �iW/Ma..wMVwAr_.r.v. a - _. ..__ .__ •- _ -.-_- ^ -'.---. ._r -. _....r. _ . ._.. . _. - ..- _..__... ._._.- -__`._-. -r.o..r .s _. .r..w+rw •..... ..._. - .... r-_..._.._- .._.._ -..... ..- .- ...+__-.._._.._._ -. ,_.__r ..r_,.+-•• +r► .mow. .. .sa...r.+MM.+ . . .ii.+_r- _ _ _ .......r__.. .. . ....._......wrww. . _a+......4 �I, -4, H Dl , 15 1T � ,� I r-a Pi_.. � r-.� 5 D- 1kI45T 1 P-4 /,:: 1::_5ITF_ L. Swale" rju wg .,v � � !j D-4 iW �� I"�'Ll-, ;-J �, � ,, , N at eN ► �► w '�D-I PI A NTErZk4 r -� 5 D-G \/1�► 11,.x► \./ __. .TA 11... .0 H c. ,�, d�;� 5D- 7 4;.)6D �" L�F ► .. P. 4 F`L t,,t,4 EL 141111 111- III-D" j 1-n 1 . 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