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12655 SW NORTH DAKOTA STREET-2 K 1�ri • T P � R l 1� a r , f i a' .. _ . .. i., i REVISIONS 61f i _ r General wretractor will contact Architect if there are any conflict with the deuign and I l ,..._ ._.�. �.�—._....__ �...._. ...__. �..�.� _ ♦� eaat:ng conditions ht the site. _ CGDE' All work shall be done in compliance with the 1997 Unitimm Building Cade, I 1998 State of Oregon modifications. I ! All footings and slab shall Lear on native pail or engineert'd till. All derbnis and organic .� i� material shall be removed from these areas kwiumed loac, ciapacity of foundation design (> to Ire 1500 PSF. Z v OC oa �a w 0 STATE FNERGY CODE: ceiling R-19, ­,-iLits R-21 ,trid windows U- 40(no perimeter Z = Y e too insulation) z Z 0 :r X n -- � S'1'Rir1CTiJRAL GE51GN: Lateral loading . wis;u.10.', ,^.rph Exposure"B" r.,n ,1 �A seismic mne 3 ce — MZW _p ; ►' ,may Rcmi'snow live load 25 pst and roof dead load 15 pst' 0 � �- e o � L._ flour live load 50 at' plus partition load 10 pst' , Q ` P p P ` ! ' � 4 I I . i �' i � a Sptx:eai inspection an epoxy baits -� a 61 wxmi ZZ 1 , 1 f O w • - - - __.. �-•- Q �.���"� Y �3 •A._.. . _ _._ - _ .. _..___ .__. ! A.�._. ______._. _.._. .._.. _ _►____ __......_ __..__.. .MEN& rt - a+ I I L1 1 . CITY lit^ IIQARO n `. s�irt..' •e l.- __ �� �� �..___ _....__._..._ ._ .... ...___ __ Approved.................... «. ............... (� CIflatlor+oyAppm"W....................................` , A_ For only"work as rtbatf In. 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AND MASONPY 1 I APPROVED PLAWET ON PACE A-? ; vENf ER KR OMHQNAL PERM? %FT v.n.►,"www,++,wwr wee..,orwr►w�'�•n..rw.,•.._.,...w—..,�,...•...� , w DOOR SCHEDULE I l � , -.- --- 1 rPl>`AL M tE R1i1k *ALL' I a / �7f,4i6rttA.._ •L S1Ma '' r • «.r....... w..�...�... .... �.f.�..�.,...r.�,....� ..Y.........o ' M% STkAA AT 1 SI_ _.. htfl`iAe ilrr'�►5� �!F. CE '!� ►y �X fi" i?.C. WI TTI 1j2' GW_�at I 17, --_ -- _.--- s 1 a7.E HAW.):4.1 OA1:. BOARD FINISH ON EACH UX t. x tr)'_g" _ ' 1 A t-''•fl xii- SOUV C(OK WN 16"Xy'-0' KEYrl.) LOUK:ET - WA)o ` �� ` •04 / , s 9,14" L"- ft �ATi+' i,am Ows ;(E)XD LACKSET _ wKxX � ,y.1wt, _..wr• 1 .v.,w' -..+.wr,....,.w,r-w. ._..__... +.,_.ra_.._w_.__—,".—.w.._..� «._..... �\�� �'' .,''. .%' f { ;►'�D kN 'd" '. kiD %GtF: r.EYEU -OWt"e..T 'a -Y x c' 6" � °�• ... 1 a IN,rRICi1R + :y. "c Oi E.RABt L XC1k.5 A. P;� .�»...,. ..._.....-.._�.........,.____,.-- ..._____"...� ..-..._ _ r�' iN1ERiCNi �SATED AND , vfUE UOOfi5 AS 1 \, ,O � tXY1Ft ` CH'iED ON THF. ._._._.__.__._._.,, _,,....... - i --- r ____•. ���•�Jy/. � Q . p�'�iar J^ di ! " q_.,•p Kf �F 1 � 1 i �J. .-.. + I _..-_' i fi •, - T- L 1 r �,y d 4 ar � ,SIL - 1` X`K �,•LITL '��' _ _ _ �, ifd..AW RATED Doti . PASSAGE SU STEEL Elt+lB'i.Y OP!'_:Irl AOI 4 AW OUA T1C F I " �Y *%W J*0 ACnv,%(IW _ _ ��. 4R'-2" X F.." j4..• Or I ; ,' 1\ / .+ j°'�► `lt;y. �aAIow 0.4D W:AT ATE„11CFW 2 � � { L-�-�. / �A't , ` � tj � � w..a.... {R'P l s" P r.�j —---t► - - gra-_ _,,,,�aa,w __ w_ 1 dV a t �I�itrl¢°j "4F r tQTrC��> �•a�f r}`'�1 A7 '--"-•�. I r •yt"f 2-A �iE�(�' CX ri4G ,3/�1 I' 6tATE 0� A5` Y i' few EXT r A a YA GI /0 AAREYt! ,D It.4I 161WC,t1lY A. �� Y ... _._ p; T OM F-XIST. STfILJCTU Al HtaEy�ir _._�_------ --- -_-•- r r; iF A tiHdG " -` -w y `' 4 �,,...,_.-__,._.-._•�"._._.-. -Ei1G>r NAk1NC; - sF �� $Hf111t WALL SCHEDUI.f I tYt'IC.AI FLQ()R r i •"i l y' CARPET AI.0 PAD ON EXIS1N G 04Ctt£TE 51_A9 �� �1'� r� A . _.,._._.._......._, •8i1 NAWS AT 4' O,C. j " BA% INSTALLEDrPER Uff'k4WA_ PERWI SET ___._.___. _ _ ._ I �'2 k lA�C��`� ,'�: t tXc�j � l��•. -1 __ _,. . _._ __ 11� Y f �j F2Gv',17E E�EI'TR1GAh ll( 1TSNG AtVp OUTLETS- TO T..l.l .A�lS1°� AlT ?4" U.fr. �'+ -nt t ,' l__..,_.__�..✓'' ✓ pp `If7E TME RCMP' Fs'tA,YbNG PL AN I MATCH THE E'XiUIWG PERW T*T APPLICAT" qd ! / / Et.CH '1'T iC� �° �iC�V4'Ire"w."� k'y'4 'NM'se+w+,•. I `F• ... _ _� _ _ I. .�y �•n Tib � r � ` � � J� ✓ - .. _. I+ l p ww TICAL d'�4' CfJIiNG U4'Ei? 11tc I `\ +7' - •'K" �1 ... ___ �p „mss., I f ••r•• It 1�, FR01r'•QC i:IRC.>r'f4 AT:CUUS f PROPOSED CIfFIC4', ARTA To I1tAT:�II THE f%lStiRL' iM'H ! �� _ x. / r , !�"• .... � $r .. 9"--Wk -_.. `.!!!R!_ ��"._ _ 1 ! � D 1 AILONG ANG 5F.*41C ANCHORA C-E TO MATCH THE � f 4' X i�-'-0 ,� j , N I � p F$lsT#4G APT ROVED r AN SFT --•-• -__.._ ._._____..._________ •" ✓ "v 1 �I,d r. f } ,, r ,<__--'`� I ..may. IfT!5/` '"'"'S►"�: ,��,:: I , am ON YNC. Af"(h*!D PLAN !,& A4 LCKA ICU _..__..... -._ . � � --LXllFllfl THE tt�iilR Gwsum rIN15H TFi THE -"iltOvifJF 1/2 'Lf7Mr t 1 SRLAR WALL cs f UW,W! +�t THE ROOF S!:EA1hW, AS PIsOVIDL ATIM MATIC (.IC;S G COORS i I AIUNO H,ITU 2 X 6 SrUt)a MTH 9d � ` �dt7*W ANO l:LlAkEC UNOR91tEN 'kY ONE 140A WALL RE,NEIPATTON PER J / � WA'LS AT 4' O,C. AT kQ�Ot.S AND t:t" �� i IAANOF 5KC1FICATPxIS AND R£aUlRg10ENT5______ _._-__._ __.___._, _____�.____ . ..___ ,J / 7.0 AT VILE) AS SPEWED IN THE 0 t .,_. ...._._.-,....__,-...�.._...Z w 6 SliJfi> yHE.Alt WAL;. AT r Ai'xitCtvL"U r^{AN9rT ttf i�A(s1k A••7 TB' O.C. CXISV*ff, Et»TRY 000M AS LOCATED til !HZ I !1Y (. 'i1GAfi1l C ' ""' + p " L'WKMAt APPA0VM PE•.W i SET -.._._ d._r _._. _---- _t.e___ ___ _...,_ _ _........." � � t�t^.rnv�tll.. ��. ("°r i 1 PL"i110M SIN:ATV4W- a�f� �i o .� AT P-OW000N TY't`C. '1 t': / !� For nnly 1Er�we >3(i. At c 1 F•1' /A . t FKJfJR Rfi t11rj11� �'Af'1f1TK1tt riiA1!SOW HOSA AT SWO Wt:H / x�. 1 Fd! �( (-! A•,&w • 5tIr1 l t1 T.4tTLT NC, 4 3_.u 16 i.5 1/d` i1I?x. AN;HOtt Nit.1' i i f r•,-r Oh I r T't f iAA' .. f. .., (�, 1i.1NES+V:. 50ECIAI 1N3PEI;TiGAI r } ev :V, 1H)(V SAAW T6" f?.I, 001P S'd' T'{Pf' IV, ryp$; u WALL00010 0010 APT'I.CC) � 4►O�tE w"...�a., ,«� � � F � a x. Job AtStN�►i13...�.:� �?i'� .,�.__. 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' - � ltYv'C"Y i ` 1,.�rt lla�'iR�B'' „� , + r ( . . _ ., �: t:•. �, t .l I. ,,, w wit'�� ,, '�' 'f I 's `II 1,�i,', r: '!'Ihriil r Its; I'1r`;,j •l' ,,'!u F ,.: ',' , 16, RIM Milo 11 1 2 1.$ ' �' y '4'.M �!� •µ���t it , '� � A. .V*"fv:w�;h.>'fi,�!"R',�Ts ��``'�('',�q'•'�' :''"'�`�3x'�0.��.'GM7'7�jP'A•'� i : : n .. ., .k '1?M., :,..., ''� 'h'k T..�F^'� `mS+�!, ,.:.., , ..I'y,.R�l'. .. . .., �1 ., .,'r. ..... ..... �'•?�'4` __v,li �1+; :,�` .G wU!CI'e Jfu1 ,_ 'v. t.. ,.i f,., -4. ,.,. '��rr�'k-.'�y,�'i'vi: .., ,+. .,r .. ., ,, .. '.., "�,. � a _. '.:'.ry. n't'. q�`aLi":i.V:a.iti^' rdau.ik c..x ate.ti t.;t.,4,16JuniYil,•,r.n. ''; -r.•�I..t,\ .,,,,!$A15 : ... �w A -f�"•k b .., .,v., '{"-.,xF?,,�°°.a .!�V!^IL'',w{in+;.''�i�f�„ •�T7E �"'T'... i r' .w— REVISIONS BY F' _ t � General contractor will cl ntact ArchitwA if there are any conflict with the design and • < existing waditions at the site. i CODE All work shall be done in compliance with the 1997 Uniform Building Code , Q 1998 State of Otepon owdificatiuns. All footings and slab shall bran on itittive solor engineered till All debris and organic p v' material shall he removed iiom these dress Assumed load capacit v of foundation de:tign m to be. 1500 psi- Q � W ao S FATE ENERGY CODE. tailing R-19;walls R-21 ana windows U- 40(no penmetet z v Z 0 n insulations Q Q r U S.rRUCTC►R/R L DESIGN lateral loading wind 80 mph Exlx)sure"B" a) C) ' Sei9mil' zone 3 zU � L — 4 Z V N CO L Roofsnow live load 25 psf and roof dear) load I i usf Floor live load 50 psi plus partition load 10 pA Special ltispAcKtan or,epoxy twits t L—J It I r ,Q s vl 1 N eq c---) ra r- 1 G Is �i -71 1= -s-. 0 I Ell ,s -............................ 2ot�.42 5m -51? P--v W TIGARD �tJ ............................... A Frr pn,y tNL+wokaa PlC�b+4� �U 1t'� 11 •� _. PERMIT NO. � - ►. 1� 44 a 1 t- _ . . ... w � gee Lettw to:Folktiv..,. -....... . .� - JODAddtsss: 01 (in L!'. ► r, - - -- __.__._ -._ ._.._... _ �-4 "r R. 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