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13405 SW PACIFIC HIGHWAY-2 1 : 1 '+ TO BFAVFRTON TO PORI ANL J1 5 tiNI 4-0 J i 1 � T IGA ; 1 217 w 99W A roparr KING CITY bURHAM VICINITY MAP ' r cl r fIIS,+I - ... -_._�.�.�.�._.. __ ._,. .� ■ � �� '� `' + � ` �.., t h r �� C_ _ . . ALL ISSUANCE B SPACES MUST 13E ENDORSED PRIOR T.0� ,.� \ e OF UILDNG PERfT� J� it t t LAA --- - A �' CANNING DE , 7 el ilia Date I L`LLIC WORKS LEPT. y —� to ,'f , +' ' 5 ;.� G ❑ U-LDIEG DEPT. ---- 1LA'1'I?d „'ORAL J��` M�• +I :_ . — Date DEPT. _ ONt ,ylr C l T t Ul 1..Gi�.D It, PEI A I •1 ^ l f f r ;0 D-- bAgst *41 -.Pew � • ,, � 1Z dj JAN 81 1979 - �F CONSTRUCTIOR I' th ia o F ApPROV TIGARDCITY )?) t Op W(U] I IS 3.1 n G) .-_� DAT41- , `�"` ~.. _._ VALIDITY OF THIS PERMIT 00c-1 (K IS CONTINGENT ON APPRCVAL OF CONSTRUCTION AS REQUIRED B QRS 41e050. .: , III}IIIIIIIIIII IIIIIII�IIIII � IIIIIIIIIIIII � IIIIIIIIIIIIIII IIIIIIIIIIIII � IIIIIIIIIII�I � IIIIIII ! I �IiI� IIIIIII IIIA � IIT � II � III , I � I_ iIIIIIIIII � IIIIIII IIIIIII IIIIIII VIII I - . . 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C 1 1 - Ll I CL Q \ 1. - // / r/•, j%,/% ,�J�J//% ,.�'✓. / '%J.1.�ii. � � \ \\ �\ \ •\ \ `� �` \ \ \ 1• • 1 } •1 v ,( lam•'---�-•������'�C" � I � J�yJ � �,;,�, �, \\ � \� \ �� `\ i � �\\\ � .\� ``V t�AA AP-OVa �� a Al Ix ol rlNX Ix N Ll \ ' 1�r i -- - _ —_ ---— ---- _-- —Y i ----- JAIL 11 1919 q - --------- --- • � � 12�LEG��p CEILING 0 ,IHE POST N515" 1 . • ..� .... •^ a �. .a ylow. j r y -_ :' . .r,•v�e,rwlYwro.rwrrwrrrr..... iii iii iii iii iii ��i iii i i �� i i � ; i� � i i •�i iii iii iii iii iii iii iii iii i� � iii i i � � i iii iii i i iii iii iii i i 1i i i iii iii iii• ilt i��� i Li iii iii i� i� i � i iii iii i�i�i � ----_ __. • - _ .._., + : DRAWIf THIS MICROFILMED DRAWING IS LESS CLEAR THAN - -- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW Iir,. 181111113 Z LZ Z 2Z Z Z Z TZ L I T �,t i TFF lx< P1ill��HI�H� �H�I���� ►���IH�� 11111�� ����I���� ����I��ii, :!,��� ����I�H� ►���I���i11 IHII, �� ��� I111 !�� ��� 11 I�� i�����li��� �►►�I���� ►���I�►H I 1 NE 1 " ' � 1990� lip ..r. r -'•'.•y;., _ :.. _, ., -.,rn.nwrw._... .. .. J-. .;:.. .: - -_ _.. .':s.. . - __ - -_.fir '. _. ..ffi. +� .w - .._. ._. t -jt4'IRUC'1' 1V.L NC7a S Code: Un i f or•m Wilding Code 1976. ' >3"4 Pt"LF- T Shc)p Drawings: � �EF{F EQ p!Z Gam►-14-1. ---- - o. 4 PLATE i 4 PLAM= x a ?' 4" PLATE. " . `�1-rH 5/a' x Q�" 'O � �T Shop drawings for r(x)f trusses Shall be submitted n / " C rC - Cv x 3�t3 „O G l W/ � (o(0 1 L r 'fir+ 5 0, �, �, " UL• _ 11 K " ,� �' TYP- FxG F'T fur review prior to fabrication. °' v 3 c: v ) EAF�I A"p R• " /i /4 x ID/L �_ A-T ZHEAR JvA-.�-` ICo''pc_ -r-1'P. Q N EAP ) �NALL 5/P," f 'c g" A D � ��- 2 5�fj' �' Cv'1 �'1"l.�7'S �_ ,c�..._ x — x � J �'S TUP e f3��TTG�1 Wall 1'.�ttrulut ion & Structural Lr• 1 ,. p L -I'-.f�, x ,� - So 1 l lam' t'ing c t )a( i t. 4 - --i--r-t--; �y a t, tt y is a55wnE'ci t,o lx 2,000 1)tif' o :J `. for design. which shall.1. be verified, ,job to ,job �. 44 C C''o G. -�'t'�-1 wA� �- I° U ;. ;: base, by contractor, and a r(_aport preparc)ci by so i l ...x i ons inec'1' shat I he suhmitt(x1 to the Building Dept . r--- _ �'a F-4 _, • e O� 10 PL- h,Trt a fUI• 1•Pyle��'. 1IiI1111ttU11 depth of f(x)i lllg alUllg tht� (n c) _ perimeter 0 lint; shall be 18 tlnle.SS Other- •1 ,if4 VERT,1C;41_ Co t hui 1c " 5 ° < O j �~ • _� t S 7*YP.I IZ OG• U O wise dirtuc•ted 1)\ s()i I engineer. All foo t.ings shall � M J I 1 / u� G ! _�4 J 1 l_) , ! • -^I 5 be 1'1('t i!`SOt )Ii l l llll(I I I t U,I Ioyc'd l l)1'tLSo i l al I t'll }i t (Klllcl OI• oil A Is- 4 ) r pp y f, 1 1 . 5 C,�P. 3#4 EA6H NX1-() not lx)ur• colf,'rete until b(-�ariiig surface is il St ru tllt t l•tl'ci lall)nllttel-ial. Ital it�c nsist of r(•ascm- Q ,- C - ] ably %vol l-gracted Sancl anct t rax,(•1 approved bN• Soi l p� co _:EC710 N Z) -. '' onginver. Fi I 1 sha l I Ix, c(jiipac•t(xi to 95'; uf' tllci ��C•r{CDN C _~EC I-_i C N L� C -�- /1 city dens i t v ;is determined 1)y AIMM D1557 Unless other- � � WisO dirt-cf-d by s(,il cilginvor. Fill stlall Iv placed U in layers not ax.)iv than 8" after remowal of all � 4 3 1 so)(1, vegctat ion and other organic mrterials. j - Design Live 1,oads: a� a Pi�,��,� F1Ut)I' iu '2W1)sl Q j hick it. Iic x x;t cil 50 ps f'-,",I(vh tIl ica l engineer Shall C - 1 v('ri fy the I'I(K)r systc'rn O M prior to installation W w Z�•6 of ally heavy oquilwivilt --- -- r- T - --- 35 ..r.3 nr.)r( than 500#. W 2i { 2 T- t_- t Roof a. 25 psf-R(x)l systcm is d(­srgn(-d � Q t 2 for this live load, thus � L i I '� L the Ilve load nx)1•e than — � _.� C1l.�G � - i 25 ps f play requ i re r•ev i eµ' L„- o 1 O , of r(x)f System. Not i 1'1• Q a op Qpr< S(-'157111 %,( ; -r , _ C' c �tle 3 µi Lh h 1 .3,3 ` 4X� =0L,5W �� 1 All concrete shall h' .e 28 days Strongth f' x minimtim. The mix ShttLl. contain 6k sacks o psi c( ,= 3,000 1 I>� 16i1 OiC, 7`r '-OR • t Ito nt w�� ix•r cubic yard of concrete: Otlwr mix design may % H71 LE�"'C.tc'T.i UR IJR I , used if approved by archi I#vt . Concrete work ' I ' I.x shall bo,, per folmt,ci in ace a r11;,n( 1 N•i t ll the ACI 301 rec.cxml(,ndat ion. I f _ •. I Itcilttur(•int; 13,1rs: i Al I'vinforcinr lxtrs shat l he deforn*,�d bars nx�cttInt; ro 3 -� Zi-Aa RUQ I I -� _ ` _ ' AS11.1 A615 grade 40. Slab ab un grade shall be reinforced o N �, �i 3 a� �Ru ' with 6 x 6 •- 10/10 welded wird me�sh placed 2" fr()Ilt top _ I 0 5c- c. j ! . — surface. Provide slab control. joints 15'- 0" ox. " ,� mucinw,, each way to minimi/,e cracks on slab. Al 1 j --_____— _ _ : _ - �' ♦ detailings slltil l be perfoniied in accor.l 01CO with - — - - -- - - ---- _ I lrX(p Ciel. x(O CAI.. I + } �+ C the? ACI .31i). O C +1 — _ - - - --- { - r-� r sc .l laneous Steel : -� 4 14JI i�L� HOI_p � -N i _ 1 - _.__ __._ _ .. ____ - _.-: __— _-- ,_- . _ —_ j � � - `�, I A11 mise. ~feel ~hall nx•c�t AS1911 A36. All shop and •> N 1 L I11 5. 1,it j 1 q field µrld i ngs shall b � pc.�rfotmed by corti f ied welder in accordance with tho ANS D1 . 1-76 and D12. ru. Ir — I II I I I Provide `3/16" fillet weldings all around for wt:-�Idi.ng ( !, 4u oll 411 , ' not spuvif•ied. Bolts shat l Ix-, machine boll. meeting I I 1 I AS1'U X1307 with %%ashers fur• bolts against v)(0 nx-niher, 11 - ' - --- P y µpc i l I arts shall s t rue t u r t I 11 • - d. ) -- I •� __ 1 1 1 ��P1 Xi for roof' d•a I " ( I ( y p 'h' 11 be O/8 _.— -- - -- - `• - - - - ... - rY - _ - -- -- --_- VIA or V' rt grade per UBC stwidard. Provide r (v stt••Ic Lt.t t.l I T 8d (LP 4" u.c. along edges and 8d (rl' 10" ox.c:. a lung the � Q intermediate suplx)rts. All edges shall be blocked with- , in 1' on each Side o i' suppo w t i ng bctam or sheerwalla. ._ Plywtxxl for mechanical rutin shall be 3/4" in,(,ting , I 411 C`>-C' �'�� W/ f i LW standard grade structural II with 10d ca 4" o.c. > >, C at edges and 10d (u' 10" o.c. at int,ertlledtate supports. � I� I f' cj I v j FI�,� -, .�� I All other plywood sheathings shall have minimum Q I I I ! �Q I nai l i ngs 8d (0 6" o x. along the edges and 8d 6-1 12" 0.(11. � b _rtee732 1 r I I i �M� r'1-�QLL I _- I along the intorrriediate suppc)rts unless noted otherwise. Q � Q G I _3 ; CP I, :aUR�1 , Z 51 I I j H N l _ �. -w_ I'�•arning Iatlmb( rs. A11 framing Lumber Shal 1 c onf'c)rm to UCLIB grading ' - L and - j -� dressing rules. 2x joist DF =1 fb-1 ,500 psi.I 4x t„•amts DF "1 1'b=1,500 psi. COL- w 6x lx lnls DF lit nso #1 f k=1 ,550 psi . 4 <o x(o Q7L 4x COQ 9 I I p JV*4 i j Pos t 4x or 6x DF fc=t ,000 psi. 8 (� DF 1' ,=1 ,200 psi . i i Studs aid plates: DF Ccinstr•uct ion Krade oI. better i'b=1 .050 psi.. 1 Unless noted othc'rivise, all nai.lings shall cunfc)I•rn I °l g � I I I � ,•, I I I I I ` I �@-� r j to the minimum recltti r•(tttents'of U13C; Table :;G-P. All framing hangers and anchors Shall be SimpR)n l� �J f c"�I O I I Strong Tie ur cqual product appruxed by architect . it In _ _ ._ _ � �`--�--� -----�•--► � � . 1- - _I I/tl1 x - , �� � Or— ASL_ �E�11� �� �E�k.11� v��.L. Z�j1 I �� —___—,�__--,up n �'H 01 M 11*PO & 6'21 D L. I N -1 • ! . J 1�- - 44 C s G j I I JAN 31 IS19 fir CL . 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