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11511 SW BULL MOUNTAIN ROAD-3 i l 'flva". •,• Y7 1 ` r.. * 3" -00 I�sayt �•CACEvaluation Service, Inc.. O ;obsidian- corporation of the IntemdtiOna( Conference r; Building Officials 4 {� I► r • y p1 a C ♦� LL 76 • wS i �N V �� •� ".(/ Q\\ M e A. �� rl rl S ww M 1./ l {ypp�ip pp N 7 v 1� M w T 33x333 ,n e s t RC1m at7p M� d �• N • � • yo ` I" �� N wN.w M N e EVALUATION :3 REPORT Report No. 4211 : s ,. 7 . �>R y- lin ; �, �>n wr, _ � A Coavvint 0 194 IC30 Evaluation Serv_Ice.Int. Alonl, 199•: 1� 10 4 Q r °«,• �, '� ' 0 7 w ,' o L g F!" Category: FASTE�tFA - U Fling \. t .. . . " o o >ngS Steef Gussett Plates )066) m m °w O ��'! w / G • N 1 $ g + W sna/ s ss ¢ Imi� ser 7 _ gg U L O Q �mr - � �' r/�• G c a.. wN V r3 � ao�`^o.�lo � r L L " � p r- COMPUTAUS TRuss PLATES 1. The rennet"ora are nsta+lea as set 'ortn .n:nls,coon. �ry g � f ` 1••I y� �\ t COMPIMUS. INC. Z t a S 'ri r \, - '.° gni� g$ w o S i' I•o l i d ww 6 6 u i g « L o L�r - Z u to w " "' a 1 « « Y 12117 WEST 5TH STAE:'. SUITE 113 Alluwaole 10303 are as set tong 1n "acre 4a. I. • s« ° • . o - "' 7 r a ap + K � ..M LL r p^ 0« r•-- 1 � wM C � Nr'1 •�� ia.am w � T Q z w er = 1 /\ I •'�^ �. r1t 31iaWa010 1030smay d2 InC:e3S2a!or curarlan al load in ac- S w .- r i� �« � ♦m m w a o m � L 1< g �,� r � +� CORONA, G../ InNIA 91 T7J a - w g g C ■ :araancs AtItA Section ZEQ4 (cl 1. p 3 y w m I. Sudlrct: �mcuiruS TNSS ?13[eS. _ N ,� o rn i ry « + iQ ►. m w!Iv O N do 1 r+ s. Canr.ec:ars are Inrarttd in pair an oaoesrte tacos at the mem c $ ]escrlatlan: .A. General: �1e '. rT.CC IfJS iC5S �IdieS are _.ncaea ,•• ; , �•o • ' i yS r Io Iw n r. r r, a + 1- a $ f �T i ]e.,.., re...a 300 3r. 10t IOStallea 7I'CCCIla11S NOere trials 3C i n « 1 R i •d o K 4q J ¢ V i a .°� N'� rCltl:JCS. '3 dna?0 gauge y3lVdnll?a:"Est i12e1 meeting mecaan1C31 re- ^,fir, • ; i j ' "t r . , • • • S ru I Quuements astaousnea.n tJ.S.C. aaneara No.3'-1 for A446 G,-aae A or i 1 5 � N•w•n to C Ln c, 5. aoplicauon 0t 'rus. plates :o wood nemoers .lin 3 molstur- 1� 4 b i = q ►.r�. ► �� u� hlgner 1cee:. �e;tales rave 3.4 teeth ;:c•r;quare Inca or prate. .acn at)- content exceeding;9 percent requires eat only d0 percent df the 3 33 �• proximaielc '1.ni:n In,engm and aroroxlmat;:y IJ.'06 inch In wlotn.fie !� ib testa are�un�aea In r . 1 load values 1n Toole No.1 he urea.?!ens.uomlttea to the Du11d _ s Y �Z r tc 4 Colo 0.35 i eacn parr ter wo ,Inc on center aiorq ing orticl31 for approval must indicate 3 maximum malsrure can- e i s - 1 s �- � , �� '� r. the wlatn at:ne elate,ono 0.85 int:!on center along the lengm.Alternating tent for he wood at the time at plate Installation. Jt a 5 s s , s ~[I A � 1 O O rows of teem are staggersa !0 Inc tram aoiacsnt rcws.fie'C:J'senes ; a I [. plates era oeaticai to ,rte '�" senes, ezcspt that :•eery third row or teen 6. Stresses 3t the net section at Steel plates are nal m excess of the is a s omitx,.?Iates are avallaole:n Increments of'r, nett In wrath.;p to 12 values permlttea .n Ctaoter.i at the co0e. The maximum ten t , ee a. a s ncaes.sna 0.3E mea m:engin,as;egwred Dy:tie pesign. The plates are silt loa0 is 0etermine0 by multiplying the erti.lency ratio times a !: i # E37i •ry o g r'• / _ '1' .� Me gross area at the late times:ne nest usl n stress. r. n o o 4ui-Eea st- aaoliea'o:n ss rnemoers.n oalrs on eacn face at eacn joint witm a power P 9 1;a a' g •41 191- n m •-i _ 111 i' . ' /��/ [ � �" „ p a 8ji £ j S press ccnsiructea :n acCJrd"ance 'Neth the ,nanutacurars svecaicavon'. T. Where ane-hour tire-resistive construction is ,squired. s!e X $qi Q i - w i �ts� . �i o ♦ b. � � ° . o 0 0 � e o + I Iie `i ir .. Evaluation Reports Vas. 1352 ono 1 .. � s S. Identification: he Comouirus senes C plate Is �m0osseo .vlth the 6' 8 o • �•�lp.j g „ r ^� t: a le.^.er "pr the^!0.CO doge plate arta'C1 �^ a 9' S"for the No. 18 gauge prate. 8. Ttte 311owaole load values art re, only when plan., 9 ! `s= _ V a 1 DD s a The Nu.:0 gauge CN senes Is Identified dy the letters'C'J'emoossed cin truss designs and calculations ire suomrtted dna accepted b 1 3 e J _ : g j j' ,• o a N +g U n, g . a i Me prate.and"C. ! 3 AN 6 • . Jt 8"for itis No. 9 gauge prate. the dull0ing 0fticral as showing compliants with tAe Umtarin .." I/!g p 99 � ; ■� p r �LL . r C. O ,' Pwlding Code and specifying that faoncanon mspectton will be ( ' pp 3$g d `$ y w+ ,vZ si r IN.Evidence Submitted:Jesc'touve.tterature,details,cticulatronsand r ' 1 1 U g J~ ° aN ' s1'#�� 1� $ � ° provided n accordance with Section.Sip 1 of the cads. r t e �q� i "WiN o J r I • �� Idaa tests are suomrrea in compliance wntn U.9 .C.Standaro No._5-tT. • , wo ; 3 d �! 9. Trusses are individually designed in 3c.oraance with recog- R�' b ^ - d �•,o ,:,; .� aid m 7 m p w « ° I rN •••J • �w •Q •• ,! Findings razed engineering principles. j G¢ N Q O , J • • O i r N Findings:That the Comput'rus Truss Plates descnbed in this roport t9g3 Accumulative Supplement to the U. C.: nls reser s,ina�fecta_ _ N Z ti o r a o'o • \� t' comply with the 1991 Undarm Building Code"•,subject to the following the suoole:rent. S" �, ��• ! # # r J .- rl # i g' ,�a «• Y !t' a conditions: This reati Sublect td .e-azamination n two years. lI >t f _ a w w J " �,!w --• , i ' 1Y 11 A t . �i i�� , I # I• i �, fir w TAt3l.=NO.I-.1L:.CWABLE LOAO 1N POUNDS t>9RH SQUARE INCH OF PLATE CONTACT AHiJ1'= sj N ,� ��tier-•�t■�-.re t r w n11e I oaluus Hl�ta I uMLtcr tino IN rcnct�rr a i I g U"olm•.i■• a...0 r OYttr.>r lJi•II me Ae.•o r Otw�i■r teas rill A•q•R to I Jtncuwl w ta■I wr Nw•a a J.reau•a W vNo rles.ua u W � r „ F � �� ■ As" dompho u°•nwe L the Illi• �, # til / o • i I . I'm OF nt,lrt i•I•e.i• I ',io• r u• .w v r r I 40,000 1 e•1.w ' r .io 1•+o• 1 w 1 ti• l 1 i!, , 1 . c.> < i i =! 0 -0 = c6 j / _ C I 6S I 106 165 1 146 '.114 161 I -0+ I I61 ,9 i2 to d, n � .1 s j rn �' N 11 9T I I , :! i s �i, N �§ � „ 1 } 1 o r Ito 97 tin 107 j lJutls r ...•v on The followingspealic vrttew.S r1 o.:" r I I1 `I 107 I I " N s j It. 3 Ix •- u :, 71 eu 3Sz pnlcrpinr-u -.item-ffr0.43-0.:6.Couslu.Ir•lu*as U.:9-0_0 u1d:auttum cslcilut:`li on rife tniu gtau plats atr� v' � � ` W 4" z s F, �:� µ♦ j • F o �e � L1 � �� .1.111. r N tJ N N 00 V ,,, to 7 • w� N' f` to to V :,• •i•i i i " I w .. w 1'� CL w^ N o .�- iQ RU t� c'. � •6 a n to of i a to r L 0. M w . . iii C! r ` tL V r M V > w F 111 Y C • l0 C> N ♦ > m i • . r; 1�, r 4 w .I° e1r 1tr." m w O C M \ L Ew4urnow repwII aJlC$O Eralilotsow Sernee,Inc,m'e iantdt,4/7 fopsriA•rg/a�waaiow to C:.xts,i a•rrrekr�s of 1CpU,uali3rri the code upas+.lucir stir upon c � ui.. «. .. ` �i ui dp u ¢ ¢ v v m ♦ > � � • • ►. .. r g w is Erssd r am o tis � lobe caiartrwd of npntse.si►ri ossrher■Gs,r=ry etAer am sbwn not specs fi�aul addr.'rsed nor xs an endorrenlrrtt or recmw,vew- �c t; �S o c ►w+ ~ �, vi O ►y. v v g y dstiuw a ate rite {��1 y� f♦� ty117 �`QQ�l 10 le. p� m m p t�ir 2 N M t� 7 + .1 f i \ 00 � �O1 � I •3 LMEsq • � !1 � � 0 � u (.�S IJ V N�N h I-. U M•+�•y M \ ff11 In CT lrp■n it!lard■/•w iwdepewdent reset or other te[Atriea/dao tnbwiEGtatt/)/A■gi.:c,nt The ICBG Eralttwriow Sen+cr,Inc-uchnirol sm�her reriewwd itis - u . ` . lic ° ♦t u$ ;, ` ,. u \ i !I rW. 03 cars■tuawdrworAero.m.,herdo�,ntptrsestrarjcilttieta.rtemir CO n ~$$Y! $ o r • bditeslliwt wiJtctttion. 00 There u no wrrunry h*C80 EraGtarsaw Serncr.Inc_ s R . or ilwptie%m to ae�"!r[wlitw.'or wAler mma in AAe tr a rtr nrt+orr to w�le•�letoww•if i7 then arc This d idelineriwehldu.hu is not(united to,inerchduwliL in yQ�t(Q� t p Iy p. Q - t� t�1�{� 11511 Sw BUrr N1C-l:1It&Ir, Ili 57 .- 2 O1 J ♦ f . J J � u W m P to � � O�� •' � Z m ~ f>;1^Y' fn��pt� • � � u'• \ 1 h► •` BJP 95 0773 Pada f of t .-4 U Y e 4 J << o z r o 4 Q rt^► .Q "MEC 95-0150 - IAl N N M N r yI y� (n N * � w f q r ■ In K M V tL O 11! 1!1 �Q it 1•. • O .l u(J uu fW yw� yW� ty�, y y� y/• }•� :��•.' 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Q a t1 ti 10 r , 1Q IJ�! m rl m r. to $ N .. go 00 _ u i �L y�yrLO m ... 3 . �` 3 q �+ o rot .. �, �; " ■ 1� ro'so- ; tlf ro-c a t� n d W til ni N i•m �. as If{ n 0 W m ♦ y w U w IL o q w •D •D -t0 3 J r .. r. �i iu N Qtf� v.31 w tl Q,, s t , rn to Iv N N r r. in H yµ yyR yWi yW� yu� a i of ►/E d 5996 'oN _ SNI Sf1dWQdIROJ 6I f� r _..Jqd �66I �� 'any m� �/Z 'd___-599 � � a � � ��w �, � � �� eta g tL ��U °N- - _ ....r�NI i:�J,fI 1IN�IJ._plid8l - 9661 t,Z Inv m� r '0 m� 6/9 dt°�6Z96 _.__. i � ,99fi �J5661 'ZZ '�nY 4 IF THIS NOTICE APPEARS CLEARER THAN THF OCT 51998 DOi('UMEN'1,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED M(I(I( 'i, I1Iaf+�I�i+ f11tt11l111ii r'�11'i1li11ACf �i ��il�l��l�lc1� iii{�� 1i��f� ►1�I��tt�� j��I�. ��1� ��1I �� '�i��1�. ��i �l� III`liii IplNtl!1111I1IU 1111II11!Ipti�tiit ii11II1N ltlllNtt ttll�lfltt1111I4t1! UIlIINI INllltlthtlllfllt ilttlltlt tt}IllttftllttlN,tl itttlHtt ttttltttt ltttilNl tf ttt�ttt nisi Nilii3t tn�i hi ! dirt tart NHt � �If111wiYrrtwhRMg1A'. . ¢ , �.R IT. V 1� 1 rRAPAqQ4. �►" � i I � f �'y LT r � ........._.._�-.�......—._....._.,. ..._.�..........�.--..-._...................w.._...._......,,„.......__....,....-...._.._�_ ..�.r._..._.•�.._.•___•..+._...ti__•._ _«... ..._....:...i...�w�.-..._........ww.rr.►_•__•_�__._._....w�►....w..,.._......._.-w+..,_-.-r...,r.�-_.____ .r....w..�._...-........._...-.. .+..-•_+�.�.�_�.__._.n..._..._. VA IV PAt2'1% sa -�Y 1 Q I"'rt, ° (Ail 7400*lr pr L-0 A c a Vim-t r Y ALL. Pi M E/S 6 O” 5 � � � .•�+ / i �ytl�lu 1 � N fit Iv�py;k A L-AR- TO 3�0� .G arH�cS -11112. M 11 It C-L A�crX,F Y /Aj.-L �I►Apa o adHU t For only the work as described in: r J GENERALX0T7,q: PERtd!R'N0. D ._. l r n Job Address: M S 1. ATTP C''r"'' ' 'CINCA AT 10'.0"0/C 9v:- ji,._T __Date: OF TRt1SS FlOT:'Qtii CHORDS. 401ztjv%L (v 11f 0`111Ki:.._ :':1 CONirT'CTION. i;.IUSSDn-NVnNGSFOR ANY "Y w3 EnACRi`_.. 1-4EQUIRED GENERAL NOTES AND CONDITIONS' S. CONSULT A ACHED"GREEN SHEET"BEFORE A APPRpVAI. OF LAYOUT CONSTITUTES ACCEPTANCE, AMIE % ADDITIONS OR DELETIONS MAY AFFECT FINAL PRICE. 8 SU B. S. IS A RACY©MATERIAL TFIILISSYPLIER, NOTA PROJECT; C h774 1,!, GUARANTEED TO COMPLETE YOUR JOB, PURCHASER MUST ROOF A FLOOR TRUSSES LOCATION sal '-7Z�r� VERIFY OUANTITIES, SPECIFICATIONS AND DIMENSIONS. I GLj- LAM BEAMS T.V.tl A, GUARANTEES MATERIAL AND W014KM ANSIIIP. LUYECE R - WHEN FACTORY ERROR OCCURS, WE MUST BE GIVEN THE >a erlaar,oaure+ulraa�T,n � SIMPSON HARDWARE � DATK: CEDAR PRODUCTS ARCNIT!CT; OPPORTUNITY TO MAKE fiH_le REPAIR. NA OACKCHARQEB ARE ALLOWED WI THOUT T.V-81' PRIOR APPROVAL. CenNSO,,,,�'OW-APSC��'�"31 WINDOWS A DOORS 11511 SW Bull Mountain 13 of 57 Trus P%W _ 11111111I>731 0I1I8IILT ATTACHIII10 T. P,1. 70 GREEN SHEET FOR PROPER BUP95.0173 11111Mw JOB No ONTRACTOR; I, Al TAf.LAT10M1 nRC CEOFJREB. MEC 95-0150 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 5 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I�Ijl�lllllll 111 11 111 iI !;Ijijllljljl I'llllljl�Ilijlll Ijljlji�iiljl I tjl�rjl(T�I;! I Ijlj!il�ijl�l i IIIIiIl�llijl I Illllli�ljl;i i Ijfllll�lllllll I iliji�ijij!'I !)I�!�I�I�I�ii INCH MADE 1" CHINA I I I j I I �T _ � I --_ IIIIIIIIIIIIIIIIhIII!11111111;!IIIIIIlI11►Illiln+IlllIIIIII IInlllll (+I+I+i11111111lIIIIIIlIIIIllllllllllll U+111111 IInIIIIIII11111111 11111',1IIIIIIIIIIIIIIIIIIIIIIIIIIIIi1111111111it1 III1111101111',it{III11!II", nnlnc111n11111111u111n1 Inllnnlun!III111111litIIII !nlJllt VAL. LEGEND r -- L—• 9 5. 0 7/2 5 1 4 : 5 9 P 0 1 s Ep PROFE AIi2 F1.JW DIRECTION � 5��1GVi[fy`rJj (Q (�jl SLPPLY OR OSA DUCT SECTION , '.G�! ROUND, REC''ANGULAR RETURN OR EXHAUST DUCT 5ECTION ROUND. RECTANGULAR architect • planner �/;Ff 15 tNpO� Bu7TE�LY VOL':�"IE DAMPER F :DOUBLE ORO Y. r--t—y ~ BLE LINE, S,N'.iLE LIi�E - D(PWES 6/30/95 F_EXIBLE DUCT, 5 FOOT MAX. LENGTH - 590 N.W. Third Portion 97209 Phone 248 - 1088 `la-`-11J•q DOUBLE LINE, SINGLE LINE July 14, 1997 !�7I I / RE TUR.N/EXHAUS? GRILLEi_ 1ana'r••Nae /a» `71twIiSAL, " I/L�D SUPPLY AIR DIFFUSER /' -..- "r - -y� - : - Mr. bob Able �- ; X I --► Y t A Construction c.-ry U) TW THROW DIRECTIONS PO box 11766 �.. , q,m,• /)$ Tigard, Or. 97141 ... " 9- •i ,:. 5PIN-IN UI,TH VOLUME DAMPER �� Q� to - 'a z" .0 a asr ��-- - i; ,y nm:v...lArtmx br,s "Au cK-OwAi IG4•-s4G I'm W ,1 . 4 c"i •• / ' 4 -Se sguecr It. :aYa 1o36c�1 Church_AAdit�n _Inc ,gull lrumy'= ELBOW WITH TURNING VANES ae.,�r cri%N .aw INC �;�----� /)B Dear bob: `�---i ELBOW DOWV WITH TURNING VANES / . P / ,` ,6 St- JWa bplecopal Church, through this oftice, has I, I L�_--1 ELBOW' U LITH TURNING VANE5 &Vproved the following changes In the Contract: Ir1u' � ? dy � �, 3.1 The supplier of the range hoed shall include a 1• -•-- -- EXI5TING DUCTLLIORK Qy mechanical gas safety shutoff valva on the natural gam - -� PSFS U _ ng, connected to the Aneul *ritaa 1n the hood. VALVE /7$ 61/0 e. Shu shall also provide a 60 Aa 4 OrchiteCl • p:anner �T Y P pots contsetor !a SIO N.W. Tnvd Interrupt chs range circuit, also connected Portlond. Oiegon 97209 C 3e0 ►maul eyetaa. to the Phone 248-1088 ABE3RE /I /1 T IONS �� d Q{(p �� veer tMee shall be shorn In his subafttel for Cit of L.�I� —Y F-1 IONS Q+b CCF Tigard approval. y r 1,� 4' U,a /TH y 1.1 The air Intake well near grids 6 - C, •horn on deanlnp B'• ROUND DUCT DIAMETER INCHES j ; ay ; YR. <� '-� *host. A2 • M4 and detelled on drawing -hoot 91, shall 12x6 RECTANGULAR DUCT SIZE, INC•HE9 V FO M located with • ■iota-- clearance tram the wall at '\ ,� ` grid 9 equal to the depth or the exlstlmg parl*h M31 Z 4W CEILING DIFFUSER 4 WAY ,,, /?g 16 6; / R root overhang (approxImtely 1'-6', field verity) . 3W CEILING DIFFUSER, 3 WAY a+/0 / W r ' 2WO CEILING DIF UORR 2 WAY OPPISITE 2111G e \� LA- CEILING DIFF.dER ? WAY CORER • . e IW CEILING DIFFUSER I WAY d, R s /q M- Lane brown A. I.A. S Q OGs'. s♦ /?$ / Aachft*ct/Plaer EXN EXHAUST GRILLE r(gp nn CQe ee. �T � '0 RET RETURN GRILLE Q � �/� ~ • . FLD FUSABLE LINK DAMPER �� 6+T0 �'V y 5/FLD COMBINATION SMOKE t FUSABLE LINK DAMPER - r dy � B' ' 4'S p c "Vc kiy Architecture • Zoning & Land Use • Facilities Planning V SSW HIGH SIDEWALL GRILLE •.� A 3a _ �� < �, �'4 _SW LOW SIDELLlALL _ VB y" . FLR FLOOR GRILLE _ \ />$ d-0 J5• , " gam! 1C.Q _ . X4/0 SYMBOLS ,�. d < = ,,� i ��,� o a CL ' T , ROCM T.,ERMOSTAT I /� ee �� Qfi��aA�oF'°c,;,o G ^\ p/� W Z. WALL SWITCH Co` PEED' CONTROL % `\'. /0,t� G \r; •,G4g SKS• rO rO4' •G, / Gq`'S ��`,1,/ 16 Tc TIMECLOCK R //� r 4 da - - •—\�\�, ��+g 'S� �ko��•'pOArpipl� W O. ® SMC'GE DETECTOR ! / 'Je�4, ' /? L�I+C 4s, vs r0< 00 ' > 12� LL.) � M ... - �c 4a 414 CFM AIR Z 4 m Wiz- CJTLE7 SYMBOL. ,c SIZE �,'4( ? •ro , ' Q w t ' z LQ 3 . CsENE RAL NOTES a �r 6 `� 1 / PROVID: FLD'S (FIRE DAMPERS) IN EACH CEILING DIFFUSER 1 �ScTWcEN GR!C8 A 4 C / �$ -'� PRO IV DES I'T1N ATTENUATED $HEETMETAL DUCTWD 4g _ Q V) ;:HERE EXPOSED IN JANITOR/STORAGE ROC1.15 \ He y ALTERNATES sheet t: . Ie ALTERNATE 3 I \\ MECHANICAL BASE BID: PROVIDE F19ERGLASS DUCT BOARD DUCTWORK IN / /Y�F ?rb LOWER LEVEL { CONCEALED SPACES, UNDER ALT=RNATE e3 PROVIDE INSULATED \ a yF� . I ��0p� FLAN' SHEETMETAL DUCTWORK IN CONCEALED SPACES sF per} ( .P'4 <�%I CIV J s� / �LPERMIT REV.semel. 4 project - no. 94Be64 IIIrr date CITY OF TI)ARD revised AII'Iploved..._.....v..:............:.......................... �......r'� can thwf*aII ...,_.:. .:_.:.-_ I.."......... . For 0Ny MPs t 1*q a III PERMIT Nil. gt7�.!1,..Ulf� ' Sne lMMar to;Folbw ........... ................... ._.. Cf E't no.. . Joh Mitrahat /' Jr 1 -(A-Yd l of SUP 5weleMoumm� 4oIs7 � -A� .' TOTAL SUP 4s-0n \(Y//!II}�I\1 i MEC 95-0150 Vb' . I'-0" 4jF ('.IJ. IQ' ' _d ZwA.1w:lrlii IF THIS NOTICE APPEARS( LEARER THAN THE OCT S 1998 MICUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED !I!II1!III!II II!1!II1IIIII I I IIill Jill I!141111 liVIISDnoe I tII'rIIIIIIIIrIIII IIIIII IIIIII IUIIII IIIIIfII IIIgI I II IIIIIIII hI 11111110 l Vl rI t IiIVllI lllIllI l II IIIIIIII{I II IIt'ltllllnll 111;1!1IIIIII IIIIIIIUIIfl11tjIIt-UiItIIlIItiIIIIItIIIVI IIIIIIII IIIII IIIIIIII-III'IllIIIIIIIIII8I1I11I111!1l-IIlIi1l�l 2 4 X 6 - . .et i PRO (�(PIkES�695 / / 2 • ;• l�.I 1"7RIl�D • ' / i 0• 81tR19i Dl:,Xh 0mLTAMB W i.;;N1„.' asraa,m= S 4 Ionn r JI 0 r f N.W. Third Portlond, Gregon 97209 Phone 248-1088 .�°� \ ✓ Q LLJ S / /C / +,V \ �,. •,� y1� �.--� l�01 + \ + � '•LSF � , 7 -- - / 001-7 PKII 110 4%1,0 6,0 '4k U c4 Gas 'S' 'Fir -Sr / 4 ; �• ' , a l..t� r 49,0 40 0 O 3 0 l c - e, / '90 0o O \ ' I Al Z 6-0 <. dei ( I iy Z ILI J16 l CR / 1 / L �Y ®may I 7 �.•�U/0• r Frp, A - i, . • fir+ �•0 sheet title MECNANIC�,L. iA f �.• o � ..- '"1A1N FLOOR Air" � . _ ._. t i �,,�' a PE RM I T RE V. project no. i• \ i rI� 1. y • � • I ' v / 949964 -�,,- date revised sheet no. I I ► � of - r"1,41N FLOOR l�L4iv - 11511 SV!Bull Mountain 15 01 57 � TOTAL BUP 95.0173 MEC 95-0150 \ IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THF, DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED Ijilf�I�tll�l CmwMM1MIll;l�l� I l I(I�I�IJI�I�I ! I�il�l��l��i �I�il�ijl{ISI I I�I�TjI(T�1{I I i{I�l;IJl�f+� ({�{illJl{ISI I�I�I�IJI�+;e ISI{I�I�I(ill{) I�I�IJi�l�l�l I�IJI�) fJl)I{ INCH ADE 111 � a• 111►11111111111111 ►1111l1111n111n11!1uf11l1111u11u,f l�11l111f, !nllllft f ffil!fNllllf{I!'illlitllllt�itli,Illl Illi{1111 (fli+Iliil(ifl{IIIIIIIiIIl111111114It�jf 11{IIIltllilkl(f1111f�llii Iilllllli IHI�IlII IUI{IlI� nttltttf mtlttu mflfn! !uflnnlfnf{nf! fn({!ff(!u(f{n( 1.+ J' L#1 i �'1`�-NT &C� 4EDLUL E PESIG DESCRIPTION A515 OF DESIGN o PRO F-5 'TWINNED' GA5 FURNACES 'INE If DAY ! NIGHT r / Iro00 GFM ' 00' ESP, 3/�t MHP EACH TWO 383KAV060135 r ( HEATING CAPACITY, NATURAL GAS, EACH: 132 IMBH INPUT, I'J'1 h151-► OUTPUT, 801),. AFLIE ! r V PROVIDE WITH PROGRAMI"1ABLE TIaERM05TAT ON PfROVIZiE WITH MOTORIZED 05A` DAMPER �FF�RD N, ' START F-5 FANS WHEN EF-2 CRERATE5 !NIGHT MODE OVERRIDE i OPEN MOTORIZED DAMPER WHEN TF-I ! EF-2 RUN EXPIRES 6/30/95 F-h GAS FURNACE DAY ! NIGHT 1954 CFM 0 0.5' ESP, 3!4 Mo-4P3t33�CL+v060135 `- HEATING CAPACITY, NATUR-.L GAS: 135 MBH INPUT, 101 MFH OUTPUT, 804. AFUE PROVIDE WITI4 MOTORIZED 05A ,HAMPER ! FROGRAM"1ABLE T"ERN05TAT OPEN MOTORIZED DAMPtR � 250 CFM MIN, 05,4 DURING 'DAY' CYCLE 33 M T EF-! ROOF '-iqUNTED EXHAU.S' FAN, DIRECT DRIVEN �� a�cw .. GRECNHECK G-..O 9 4 100 CFT^ 0315' SP, I/6 ^'INP 8rg1Ei1OE91a1C01$LtAlf18lIC 18 SONES My z.a o22 7 FAX (!.)J) .,o-az+o W41ACT arr(ft hoop EF-2 ROOF MOUNTED <ITCHEN HOCD EXHAUST FAN, BELT DRIVEN GREENHECK CUBE-I(b0"P 1500 CFM Ii 123 SONES i EF-3 CEILING CABINET FAN WI'N BUILT-IN FLD L GREENHECK 5P-10b/GRD I EF-4100 CFM o 0.!5' SK', 31 WATT "''GTOR EF-5 2.4 SONES n Farchitect plonner 510 N.W. Third Portland, Oregon 97209 ` Phone 248--1 088 EN-XX FAN FORCED ELECTRIC W,4–' L HEATER ' XX to WATTS IN KW CAG�T __ ___..__ - --- ---•— TIFCABINET FAN, DIRECT DR•,/EN ECK GSP-11 150C' CFM • 0325' 5P, 550 WATT MOTOR GREENN ,� PRCV;DE WITH BACKDRAFT DAMPER / ~ • ` INTERLOCK WITH EF-2 ! F-5 �- �_�� l , J J (D ,. �;�• 1 ,Ei1 W cr_ 7 Q C> F / f v /6J6S/ J / (y 0 P/ ill 0C^�A' �� z/�, , �e w Q i W a- 0 / S D J z CIO • a sheet title J MEC�4ANICAL UPPER FLOOR PLAN i' Q,PER" IT Rev. ' cod Ac\ project no. J' 949564 Y date 4/10/95 -1- _ a-- � revised :R _ _ .... sheet no. of EX1571NG AT7C / C�401R LOFT F'L4N 1151 t SW Bull Mounteir 16 n(W -- --- - _ _- N TOTAL BLIP 950173 1,8• MEC 95 0150 I ,q ;I IF THIS NOTICE APPEARS CLF.ArCR WAN THE OCT 5 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED �(►(ill�llll!(! ►f�l!(��lJ►1! ! �JlJiJlJ�IlJI !� !I!I!I!J!I!I!I! !11iilyllJ! li/CN MADE IM CNINA J J 17 IIIIIIIIlIII►IITIIIuIIIIuIIluilnllluullllilLl�lln,, �l�ll��li Il��lm� I�llhniil llll++ll�I�ll+llllun Illlhlilllnllnlllulilnn llllllulllnllnl1I1111hnI1Il�itll111 oil mllll�i mill!!+ilnlJl�tt nclJtilo nnln�i n��i�m�uilm� nnllln �i1�111ielmrls,�i11 c r. i . r PRO, WR WQ AREA SEPARATION 90 0p i (( D O FL�UB I EXPIRES 8/b/95T � 4Q� O 1 FLO 1446 1 ` 1 : ." r— Y (>f r FLUEmax` Ox0 ` 1 6xVO .. 33 Fm M4 I' GAS TO FURNACE LM b'r FLUE 2 \ FLD _ ; a< (//'/ - Hilo OB"00ALTAmm M4 n 14x16 :0x20 iliei WN n — / _ �.i 0x6 '2Ox20. UI r a', FLD , FLD 14'r FLC •\�� T G' IR�O K�K TCFIENTCNEN 6. I WR FIRE RATFC GYP SHAFT COMBUSTION AIR DUCT I I I I V Q architect • planner TERMINATE ABOVE INSULATION / i i I I ..-- _ _ __-- _. 510 N.W. Third Portland. Oregon 97209 ld' b' OVAL FLUE N WALL --- - I I I I Phone 248-1088 � I IV,• GAS 'O Fez 12x5 COMBUSTION AIR i I DUCT ;N WALL --- - -� _ 1 I ft4'0 .. • - •. v...- 'f' O 4'0 FLUE FLUE24' WIGW PLENUM U 12x10 COMBUSTION AIR OPENNG WITW 1/4' MESW SCREEN tilt Q 7C � Lk 1 � 12x10 COMBUSTION AIR CRAWL 24xIv TW2000.1 FLOCR - -- — SPACE . I L IbxlO / GAD r 1 IOxI0 BEWND 6010 12.TIC BEWND O J a Li Q O SECTION A SECTION B �' 0 z 114' . 1'.0• o C ) � 114' . I'-m' O w 0- o � J z N -� Q Q w QU ONE WOUR RATED $WAFT IRE Z CONSTRUCTION FROM WOOD -1— Q N TO TOP OF FAN CURB VIr ' ROOFLINGCURBGUIRED. PROVIDE ROOF - - SUSPEND WOOD I Q � LEVELING CURB - - A5 RE= RED. + STRUCTURE GREASE TRAP ----- - - --NON-COMBU5TIBLE VENTED CJRB OCLINTERFLASWING SEAL, ALL SIDES EXTENSION `\ !112x6 CURD --- — 100W VAPORPROOF GOUNTERFLA5WI ; sheet title INCANDESCENT LIGWT !!12x6 GJRB �( \ MECWANICAL FLASWING — �. V \,( CANT STRIP -- `� \ 16' U.L. CLASSIFIED FLASWIN5 SECTIONS AND R \ _ 11 OOFINGKITCWEN BAFFLE-TYPE . _. DETAILS —. WOOD GREASE FILTERS CANT STRIP --- \ . , ROOFING Qi PE�I IT V. ROOF DECK -- -- -- SLOPED GREASE DRAIN ROOF DECK \ II v\iA9s WITW REMOVABLE CUP DUCSIZE T DAMPER - 3' UNINSULATED STANDOFF ONE WOUR RATED $WAFT DUCT SIZE TO FIT FAN. CONSTRUCTION FROM WOOD •� project no. TRANSITIONS BY MEGW. �- - � - P I CONTRACTOR TO TOP OF CURB -----� 94gg64 date EXHAUST FAN DETAIL 2 KITCHEN EXHAUST HOOD rS -� _ KITCHEN HOOD EXHAUST FAN 4(I0(gs M4 NO SCALE M4 NO SCALE r4 NO SCALE revised sheet no. of 11.511 SW Bull Mountain 17 o157 SUP 95.0175 MEC 950159 TOTAL 4 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,TIIF,DIKUMENTI90FMARGINALCJALITt'. MICROFILMED © �II�II�iI Illi �h!�IN�aI fi i ilili!i�ilili i il�l�li��;q� �Illilllilili i rII!ii�111 i ilil�l��llill i ilililillii!i i ililllilillll illllli�Illllli � Ilili�lllli!i ill!Ill�llljij 1� III —� 2 4 X 1111111 IIIIIIIII MI III IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII Illllpll VIII!II!hndnniunl!1!III!1!!111111IIIIII�ill!�IftItII�II1111 IIRIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIItlI IIIIIIIII IIIIIIIII IIIIII1pIR SET I'1 (�)At • 2 , 3 Sheet A7 / N�. tQA' t540l. architect • planner 1-D°tail {/A7_ 2 . 15 Sheets M1 through-M4_ 2 . 21 Sheet E5_ Revise detail to Indicate extension of exterior gypsum board sheathing through the soffit space to the top of S Replace drawing sheets with attached sheets indicating Add note "At main floor addition north of grid line C, --- - the framing members . revision 1 , dated 6/7/95 . area indicated as Occupancy Group A 2 . 1 , provide a 5 1 0 NW Third P o r t l a n d Oregon 9 7 2 0 9 Phone 248 - 1 0 8 8 % bidder designed fire alarm system 1n conformance with ✓ 2 . 16 Sheet M1 : June 7 , 1996 2 . 4 _Sheeta S1_thrcugh S6_ UFC Section 16 . 30-1 (b) . Supply Fire Marshall approved Change general note, def Sling FLD ' s as Fire Dampers, drawings and gain approval by the Architect prior to ADDENDUM NUMBER 2 Replace drawing sheets with attached sheets Indicating beginning any alarm work. " revision A, dated 6/7/95 . Added Reference to EF-3 & 5 uvct work calling for fire 2 . 22 Sheet C2 , Typical Section: ADDITION AND REMODEL FOR: - 2 . 5 Sheet S1 Foundation Plan: stopping materials at ceiling penetration. ST_ JAMES EPISCOPAL CHURCH -�--------- :1511 S .W. BULL MOUNTAIN ROAD 2 . 17 Shee, M2 : Revise width of sidewalk and curb to E ' -6" TIGARD, OREGON Add cripple wall footings as shown, reference detail 13/S6. Added note locating tank for Kitchen Hood Fire SPECIFICATIONS Suppression System. \� 2 . 23 Sect .on 08'700 Hardwares Part 2 Products, 2 . 1 Material, NOTICE 2 . 6 Sheet 92 , Lower Level Pram1� Plan_ - The following additions and changes shall be Incorporated in Add cripple wall tootinga per addendum Stem 2 . 5. Added Transfer Pan, TF-1 , to deliver make-up air into D._Hardware Schedule, Type 16, Door 53, s e 71 : kitchen when Hood Exhaust Fan, EF-2 , operates . Add "If smoke gasket is missing or damaged, Install new your roposa ,- 2 . 7 Sheet_52 __Typ. Section: S88D gasket set . " Changed the ceiling diffusers and ductwork to Kitchen. DRAWINGS Add reference note 6/S5 and add cripple wall footings 2 . 2{ Section 16500_31 E__Lighting Luminaire Schedule: 2 . 1 Sheet Ali Main Floor Plan: per addendum item 2 . 5. 2 , 18 Sheet M3 : Revise plan at doors 39 and {5 to QrovSve a minimum 2 . 8 Sheet S2 .-Main Floor Frami� Plan: Changed equipment schedule for F-5 increasing heating Delete Type H. capacity and motor horsepower . Also added notes Add "Type K. LSthon'La AH701,116AR 120V" clearance of 18" between the strike edge of the door At line C from 13 to 14 , delete 6 % 12 No. 1 and requiring controls for outside air duct with damper and and any obstruction. substitute 5 1/8 % 12 G. L. interlocking wiring to EF-2 & TP-1 . 2 . 2 Sheets A2_& A3, L:ler Floor Plan and Main Floor Plan: -- - Add top plate chord splice note . Added Transfer Fan, TN-1 to Equipment Schedule. ' ( OF ADDENDUM NUMBER 2 Add notes : 29 SheetS3Added outside air duct , motorized damper and roof cap " Handles , pulls, latches and other operating devices . _ _ on doors, windows, cabinets, plumbing fixtures and to nge system. W. Lane Brown A. I .A. storage facilities shall have .lever or other shape No changes, this sheet replaced for convenience. Changed flues for F-5 to 6" diameter for the connectors Architect/Planner permitting operation by wrist or arm pressure and not 2 . 10 Sheet_54,_Sec_Son 3LS a_ and B" diameter for the common section. requiring tight grasping, pinching or twisting to operate . The force required to activate such equipment Dimension walkway slab 4 thickness. Changed size of combustion air duct . shall be not greater than 5 pounds force (UBC Section 3109 Ic) 2 ) . . 219 Sheet M4: 2 . 11 Sheet SS : _ The Tho highest operable part of environmental and Add detail B/S5 . Chapped BStehen od Duct enclosure from wrap material other controls, dispensers, receptacles and other !o gypsum boa construction. operable equipment shall be within at least one of the 2 , 12 Sheet S6, Detail 3/S6 : Added details for shaft construction at hood and fan. reach ranges specified in Section 3109 (b) , and not less than 36 inches above the floor. Electrical and communications system receptacles on walls Shall be Add reinforcement and note . Added outside air duct to section for P-5 system. 6 a mounted a minimum of inches high above the floor 2 . 13 Sheet S6i Detail 7/S6_ Changed flues for P-5 to 6" diameter for the connectors R i UBC Section 3109 (c) ) . " Add A35F note . and 8" diametor for 'che common section. 115115WBw1Mounimn \J 2 . 20 Sheet E2 : BUP 95-0173 10 o157 2 . 14 Sheet S6 : MEC aso155 Add detail 13/S6 . Add exit sign at door a 54 . Architecture • Zoning & Land Use - Facilities Planning 11511 SW Pull Mountain Connect new TF-1 in roor, 203 to nearest outlet circuit . 1s o157 mC$BUP 95-0173 Coordinate with mechanical for control wiring . See �4- 11511 SW Moun addendum Stem 2 . 17 . `_'M BUP95'01,WI W" 21 o157 MEG 95-m 50 ;;a.w MEC 9501,50 =m7 �r v1 • �lUlll�� architect • planner .,. architect planner 510 N.W. Third PCrtland , Oregon 97209 Phone 248 - 1088 ADDENDA 510 N.N/ Third ° ortland . Oregon 97209 Phone 24e - 1088 June b , 1995 June 15 , 1995 4. 5 Addendum 2 , Item 2 . 17 : ADDENDUM NUMBER 3 ADDENDUM NUMBER 4 Add "The installer for the Type 1 hood suppression _LOW SWP E Pnc=r-FCPn system shall submit a permit application andlans and MIN• 7 -i5F Vr=WT .Ar1EA .� n approval b VHf7 gain • LL:- 6 . `^'/Af^1c H, ADDITION AND REMODEL FOR: ADDITION AND REMODEL FOR: Y Cit p y of Tigard then submit and gain ST. JAMES EPISCOPAL CHURCH ST. JAMES EPISCOPAL CHURCH approval of Architect, prior to beginning of -- 11511 S.W. BOLL MOUNTAIN ROAD 11511 S.W. BULL MOUNTAIN ROAD fabrication. " V_ E_ _h. rLrTE 1-�T. P'1E4, - TIGARD, OREGON TIGARD, OREGON `- - '� - - r 4 .6 Addendum 2 , Item 2 . 21 NOTICE NO?ICE Add "The manual fire alarm system shall include the system for initiating the prerecorded message The following additions and changes shall be incorporated in The following additions and changes shall be incorporated in anno•..ncement and an approved emergency power source \ i� your Proposal : your Proposal : (UFC , Section 14 . 104 (b) 1 , 2,3) . " \\\ DRAWINGS DRAWINGS END OF ADDENDUM NUMBER 4 � I 3 . 1 Sheet A3 Main Floor Plan: d . l Sheet Al Site Plan - '---------- Relocate handicapped parking W. Lane Brown A. I.A. i Architect/Planner Add note "At soffits along grid C, between grids 9 and Aped arkin spaces as shown on r1ATCH-EXIST E/4VE ` 16 and at the diagonal north walls of the Chapel , add attached drawing sheet indicating revision 1 , dated N_GU _ . E)bH T P►^,GFTL"LE tI C) 1/2" Type % gypsum sheathing prior to Installation of 6/15/95 . '1 the soffit finish, as required for one hour soffit . .TT l'2ET.y;: 1 construction. " 1/ 4 . 2 Sheet A7 . Detail 4/A7 • y Sl SOFFIT C' CHAPEL ,Z Q ACOLYTESbn l� , I/g" S Replace original detail with attached detail indicating .I°LY WIO, 5H rG�. t ND OF ADDENDUM NUMBER 3 / ^yy ,,-' gypsum sheathing at the soffits fox one .b EV, 51b1WCa TO MATCH /-_\ ct� " J, hour rated .EX15T.1 PLYWV.). 51101WCs \ construction and addition of roof mounted venting. MAIL, ELtIERWI-IE"C, GYf allTG. eALL W. Lane Brown A. I .A. 3 4 . 3 Sheets M1 and M2/ I J Mechanical Floor Plans : W. V N@ .. 0FFITS FOP"1 fi FIF'1, CONST, Ar :hltect/Planner Add note "Bathroom exhaust fans directed to the 4 SOFFIT ) exterior shall be within md one-hour fere- resistive shaft when placea within d within the floor/ceiling Joist Space (UBC Section 4305 (b) 5) . " SPECIFICATIONS 4 . 4 Section 08300, Special Doors Part 2 . 1 B Roll Up Door TUR_2,-p_age 65_ '• d "Door shall be provided with smoke gasketing and UL listed releasing device activated by smoke detectors, as required by UBC Section 3305 (h) . ' t 1511 SW Bull Mounmin 11511 SW BullMounmm BUP 950173 23015] BUP 950173 22 o157 MEC 95-0150 MEC 95-0150 1 T Achtecture Zoning & Land Use Facilities Planning Architecture Zoning & Land Use • Facilities Planning 11s11swBunMCunlm57 n 24.1ri • • BUP 95-01 11511 BW BWI Mounlmn 25 0151 MEC 950155 0 BUP BS-0173 MEC 950150 A IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MicRoritLn7<Ln SD 11�110 esI0IIIIII IIi111yi1i1i r�lllli�111�1 tIt111gr�11t ►1�Iriq►iit� Ililt�i(iIFII �llllii(�IQi �1iUi�{ti �t�4hr f►4 �iN��PUi II�IIIt� aela Saes m am" 24X udtm uuluu naluu unbe( nnlul unhu d Intent -thew nub- unluttlnnhn) nein -111,1 Rbnl mdnu unhm nuhm nninn u G �' • -1 . 21 C174 �� j' O1 . H�� corer&y Tob . • archf&tect planner 510 N.W. Third Portland , Oregon 97209 Phone 248 - 1088 June 20 , 1995 ADDENDUM NUMBER5 ADDITION AND REMODEL FOR : 5T . JAMES EPISCOPAL, CHURCH 11511 _ S .W. BULL MOUNTAIN ROAD TIGARD , OREGON NOTICE The following additions and changes shall be Incorporated in your Proposal : DRAWINGS 5 . 1 Sheet Al , Sate Plan : Replace addendum item 4 . 1 handicapped parking revisions with those shown here . ca 5 r EW T�f f v r k/ l.J SGT� ` END OF ADDENDUM NUMBER- 5 W. Lane Brown A . I . A . Archltect/Planner A Architecture Zoning & Land Use F ' aciliti ® s Planning 11511 SW Bull Mountain 26 of 57 BUP 95-0173 MEC 95-0150 h. IF THIS NOTICE APPEARS CLEARER THAN THE OCTT�98 3 CUMENi', THE DOCUMENT IS OF MARGINAL QUALITY. A11CROFILMED CRM W � IIIlilii IIIOIIIi! ILI.IlI�l�l�i�l�lill t�.f � 111iii 111!lil�# iiii! �i I� t ! i ILII 'A � ��. �.1T. rte• E'��U INEW CC; r GONNEC i TO E X 1ST. gYJ . d ST. p's-'�`r .•,.•,,,,, LOT ,Z Lor „ nr,A, �4 TO bLoc�. I NE`/'JnrUHT' t.pi. VJAY E,/', I•q•” / SEE Owv . Cb NA III lx�ST. Hi[Jri oe,.._.E . ° L - tv�19Tr PA`i1I-+C. 6�dut 9fF Cn.1C.� ,Q •v g TnEff ,�.. VEU. \ LA1Jrl(IL NEp GE - - EX1_T. OEr..I.,E •�7A,y 1p �rt15 IlkAQ TrIEE w ' rye/ fp my CEGAPI T IEEE OICAT%0rA nY s n'is wti.�+ prT. of J rlCs E ti Y O M6 W PI+' EpNL exlgT. .o' .uN ,. , • .o / " / - —� 0 9" _ - - J ours L 5EWE" EASEFnENTIT 17 �sT sT - E� I7 ,Iv NE v(HvK a,Fwy�^C' G� TO�b / 16--- ;,F. - --- .NEw rine Hnorv.NT AWN / OY•jGON ECTd N W 5!E/low4'r`, ItChJ / may ' ,r 0�- - - - - -_ EXIST. STOrv'I GPwrti SET CK 1111"511'. S10r,N Aw i� / D Tb 111 H, 2To IO I NEW qN. IN •W1EEV • IP / � � . CAS ON 92 TO IbT� / t(Imp� 40 / ✓ � _� � - _ 1 g`qE wiatK TOE 011plAOC - if 3% 2'NCPI TO 1' vEr'1T. , TI 10 / JIB 4r� / \ ENO OF ENOF WA6r[. AL: IIHlCI .o E OIC • plonrer LOT •j�J Tli 1 I •10 / J ' - 510NW Thi —E Pull". OreOv. ST. co, wOOp i Phone2ae oe W `NGQ I ♦ NE BIKE Acic7 jr\ APowill O P,Cp / "y / Pl7LF QE TVDu1L1oltic,� $Ehv�c 1 / Fd 4Di Sh .;vim? arm / �\ •"1E L0CATE MOLE; NOTE ; FOPI 114 10 I n• l.. G J, 1 ISI. LAI 114 obCCAiowvS,� i+ ►'1E�OC EXrOT, EXIST 10' WAirvF^� a �j�llTto �a, A� 1r_�.,e�,O,. _ G1 , C2 L C�j O EK1 _T. PLAY h a NEW WATEII METEr c7 MAIN EAJEMENf Ar1EA O 7I � S1p 6'e OI jMh aVQ7� \` N!w O 6EE OWCA,101 IL Cbcc ew N. 3! / _ ^ Io •10 EyvE � .c 1 t�E.oG I 0 'to pill : - NEw NEW C Ping CL T CL 2, I ti 1 I \ \ 1 A• �� I 5 vl I W 24 w,Oor► ivE NF L Xf �� EXIS i� NEW E � b•Y.S GiNEwreI Isr i.K -'' kfY'1rvE LU��.T IOrvI ;~. -- EXIST. BANITAr1Y - s. - I °Ic a. 1 w • �1 ew4 'o Z _ 6i wEr'1 RTOI•^ / ^• PIANTI 6 /T:o: / J i e � AtA�EA T1NG DLgCa �bEwEr1 EAOEn1ENT "� E I.- Ow E►•� rTs_��._ _— v _ \ I " /p EW M'GGPIO. hELOtaT F. Orc+NS cc cc EXIST/SAN. SEwE 3,_ aloq^cE3 , �� _ -----�---" CON CT NEW h Q o o� - r1!S7r 11 15 �'" pE All Ex15T. C.'wOep �Z i I r�ELI C1,E011II: \ - •i{ ' � I � Q � AlSNOW I �� , / \ ,� P 0 FEtin6FIr,E 6 wEKr•�T cna'_ i:Er- v.cE Q r]L�V9. . . /1EmTPlrFE EXIST . _ EXIST. Q O LAWN i /Ar11cINC.a hAl"1P aXx�w�IEB-1 M TE►'1 n Z 2Gf I I �\ / O F1 E"V ML"6 IN l Z '' E TO It cx, s EX1br POLE! rno.�INTEIp Q 1 L14t+T6 TO WE AbAN100NE10 Q. LCT j4 Z � s � . 5 C / 0!• 0, W W .., I me �-EXIST, PAVING W Q" S J MAI g 1 �.- NE�.• '2 . icr' YArn -" -S !%IST. LAIN 1pSCAPINO W m 1 O~D C7V!T. F l I < I ! Lri' OwNEP-1 � / / EW1,b T. PAr11C 11vG! h MOvE TP'1EE9 d - EX 15T. FI/'1E EXIST. LAN0bCAPUwcP / P VING. FOI'1 gANI1C ��._ ►IVgr1ANT ZQ TO ."ALK 1 O / 7 x90 o pi / NEw 24' w11oE ap-live. f— T- O 0,0 \ CZ E X 1 T, E X T e 1'.. .' C] N � r X �, a G1G° a�' 4E° w aal �::''Y�eXI _r. �YO _ �Ry DP TIAARD _ r Ex15T, co' wocb FENCE 'i Y r— +P ...........................�}: r �. r .. ......... .............. 1 EN15T. Co' w001C FE:INCE — EXIST. °AY Appmved ............N........................... ro 1 LOT 'J13 __ / - � - - LOT � ?, �- EX °.,7. '' STorlwl GgANITArIY _ _� — ExIST. :,AlJ. 1-1N. C�L� EP � �I, y C' BEWEr'1 EASEI-1F_II. T SOT 40 db-Co' NIbM ta:FpA6w................................................iC EX1DT, TF"1E EI„A LOT 41 ..................11 sheet title .. . ............... ►'1N0100t+6Np1•••:ON d - , AttAcll.•.•• • - • • ,uIN1Per, HEICIUE I { I Job AC '� SITE PLAN SITE 1'>E�/EL_Ol� .iIENT LAI\ OCA1agIrP �N ox TT C-2 F- II E�,A ` I I\I pro SUr�gG� �-p yp� ® S - P"lliIATION LE !> ENc: "1 '141 r�1lQ _ lp?r'�EE I � ENTOP" 1`f' / ICIN ITS( MAFo SimPROPERTY DE7 . 41 PTTON: TAX LOT 100 MAP 29 1 1DED "'• ' (`�('` project no. Sim SIZE, 2 . t ACRP.9 EXi9TIN0 AND NF.N SITE GRADES J .JD( 1 . 22" FIR 7 P.XTS'11 N0 sANr'TUARY SEATING 2A PENS X 10 FEET LONG . 2 . 16" FIR �_ �- ORAUFS TO PE MODIFIED 3 . 20" FIR PARKt NO REQIIIRF.D AT 1 SPACE PER 6 FEET OF PEW ! . 30" FIR date LENGTH - 47 SPACES . 5 . 5" MAPLE •b RETSTINO TREE TO REMAIN, WITH VARIETY DESIONATIOK 6 . 6" CHERRY PARKING 9HO1rN 67 SPACES, 9 ' X 1B ' TYP. , SOME 7 . 7" 9WEE70UM 4` revised 1•AROF.RA . Lt• PARK1 Nr, AREAtS EXISTING, 9 . 10" REOLEAF MAPLE 1 S�9c 5 TREK To RE REMOVED, WITH VARIETY DESIGNATION 9 . ! MAPLE -- - IIANUI'CAPPED PARKING REQUIRED - 3 9PACES, ONE, OF in . UNKNOWN W/11(711 I9 VAN ACCES9IRI,E. ] 1 . S" JAPANP9 f. MAPLE 12 . 1" ,IAPANIII MAPLE sheet no. 1O PARY,i NG APPA TRP.P,9 RP.QUiRRD AT 1 PER 7 3PACF.9 , AwIN� INI[�EX 13 • 6" JAPAKESE MAPLE f 15 THLE.^, EXIS71 N0 . U p" EEECN AI-A8 AP"1CHIT 16 . 11 " REECH P.Yi STT BIG PARKING ARP.A SL'RP.i!Ni NG PY LANUSCAP tNG OR $1 _ y� ECTUr'1^L ] I, . 6" REECH _ � 5TP1 IGTLIR^1AL --- .. PENCF.S T9 EXISTING . f1 . 7" SNEETOUM ,1 MI- M4 tiIEGTANIGAL : R S" SNEETGUM I wr l � � of Al.r. LAN'DSr:APP.b AREAS A,JO IdNN ARP. CURRENTt,y PI - PQ IoLJMC�1Nfj 19 . 9" SPRUCE IRR MAT P.D RY IN GROUND SPRTNKLER SYS'i EM. EI - Eco ELECTP cl c3 G Im,n Mrniniain WITH 'i IIE EXCEPTION OF 2 NEW STRPET TREES, ALL �/ 1 LAND9CAPTNO TS EXISTING. AREAS D19TIlPARD BY "^ CONSTRUCTION WILL RE REPAIRED TO MATCH EXISTt Nrl . IF THIS NOTICE APPEARS CLF,ARER THAN THE OCT 51998 " DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED D I,IIII11.a1111 m mom I'IIIIIII�IIIII I IIIIIII�IIIIIII IIIIIIIIIIIII I II►Inl�rllllII IIIIIIIIIIIII I IIIIiIIIII111 I IIIIIIIIIIijI I IIIIIII�IIIIIII I IIIIIIIIIIIII IIIIIII�I�ljll IIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11Illll IIIIIIIII IIIIIpII IIIIIIIU IIIIIAlI1111I11IlIIIIIIIIII 111111111 IIIIIIIIdIIIIlllll IIRItlII IIIIIIIIIII�IIIII_IIIIDtlItRlltll IRIiIIR glllhilulHlll,r nn6m nldml mdnn In;!nnhmhlllimdnmluu�''1 24X oc S ROOM FINISH SCHEDULE s EDUL.E LOWER FLOOR PLAN NOTES j e��, � ,r\\ no norm narrx2 firs bas¢ r'o -east sr�utn west coin trim \ rrlC�t fin ma fin mat , fin mat fin rnat tin t mat tin remorKs 1 . NEW CONCRE7F. WALK ABOVE . ; r �} �\ 1`�1 C.LA56- CPT r) Gf� MNT �r� IpF-IV Vej PuT csb AT d wto / cy`Gp b 10 A T 7 . EXISTING CMU WALL . L'ONS'I'IkUC:T NEW PEP. - ` IJ �'�� STRUCTURAL DRAWINGS . ?�, ��, v,�r'i0 !db C.L^�, b P►r T �N 3 . AIR SHAFT ABOVE EXISTING CMU WALL. AND BELOW G )`1�`V !04 CLA _ M ('(7NCRETF. WALK . C PHT ��' 10� '�'O1 1. T Vi N1.� En+nxr v P - i . RF STAIR AND FRAME SPACE FOR STORAGE . / � T,V�,p _ O E Ox Mw Ernx r RELnCATR DOOR , FRAME AND HARDWARE FROM / v4 IOG CLA h :f<.- N'1' PWT PNT P►.IT w o SZ �trtrt>W, I�rMM+ (►FENING AT TOP Oir STAIR . PATCH CARPET WITH Q1gti IOT CC�I'11411{pOP^I VCT MATERIAL REMOVED FROM STAIR LANDING . �� - 5 . 108 T©1 Le T V It~ be 09 Elq�rcY x ►bx '! �F_____ —F_ tog *Jur, rl7x'f pHr b • RF.MUVE EXISTING FRAMING AND INFILL WALL WITH `�` ` `r h��=-f- �1.aT PLAT T PLAY AT �� 40t 2 X STUDS AT 15" O . C . AND 2 LAYERS 5/E1" _-- _- _ gip, v fro Cen1C75 CPT � TYPP. X (+YPSUM BOARD EACH SIDE , APPLIED PFR ?. ' �� y� •Q'' C " III 5Tor'-1AvE VIN OE�F HOI1R RATED CONSTRUCTION , SEE LEGEND . PNT' 6 . FX I ST T NG CONCRETE WALL. PURR SIDE AT ADD IT T oN \ 112 01►"")L !a ,EroxY EPoxY Ero Apx� AND APPLY GYPSUM BOARD FINISH . rl 113 CjC�YS '- V� 1� 7 . `SAW ANDDOOR . RFM(►VE CONCRETE WAL[, AS RF.QUIRi?h FOR 114 :JTC P, -14, vCT hub ANT f+wT PNT pNT NEW Dr)t)R . �' Q + ,c1;�5� Y\ (1 �j_ 6*A i►-1 CIdT' T_VAVLE5 A . NFW CONCRF,TF.. WALL WITH INSULATION AT INTERI(IR ' U \ AT wlp 5T a I I CD ,JAI-i i-L^.p''1 VCT P 1"+T B' S' AND SIDING; TO WITHIN 6" OF (;RADE AT EXTERIOR , s°J, Ii7 OF r- CIT aT I F1o11R FIRE RF.SISTTVE WOOD FRAME WALL ABOVE . c;`� �G, . tine `ic. ' IFF.I(;FiT VARIES , SEE STRUCTURAL DRAWINGS . �' T 'f ,o - ' �1' 118 Cc10-�1I qi;; --^� EEE 9 . NEW ENTRY PORCH ABOVE, SEE MAIN FLUOR PLAN . / � �'// ��'� .� IIS CLA€35 I i ! __ wt� bT 10 . ? Hf)UR FIRE RESISTIVE WOOD FRAM. WALL FULL / a Wit' S bti i'YCI �pp�.P-, ,�:,�� , HF.IG;HT, SEE LEGEND . / .� �\ 12 V G..Afa�7 11 . '1 ' X 8 ' X 4" THICK CONCRETE SLAB . �' } j►0/t' �� `.� r�� Z'1 cat* 12 . EXISTING CONCRETE PATIO TO REMAIN, REMOVE ,�a r 1'Z�j bTOr'�AG� YC T' WALK . �� .O �` ®s (O 4 EK NNT EX 13 . CONCRETE WALK WITH 6" HIGH CURB AT (L �� !�� bAlCAr"t� �X rC — EK EX -- �}c — E -- PATc►r ;`� r-�ATGN Fes► T. . PARKING . r C g -" — S i, �. > 1 4 . HIKE RACKS . SSE 2/AL � + v ® X55 s�~' architect • plannc3r 1 5 . Sr)ppnftl' POSTS FOR CANOPY ABOVE . �� . � �Q 16 . 2 X 8 STUDS AT PLUMBING WALL . �(i' a 8 510 N W Third 1'1 . BABY (:HANr I NG STATION . '4y � �' 5 Acv Q. �''E r-�+c�v E AaPH. , Portland. Oregon 9720v 18 . FUTURE FLOOR SUPPORTED OPERABLE WALL, TNS'CA1,L \' J C � AI{7►O P"10CK i!jASE ,�� F'hone248-1UBN HEAD SUPPORT FRAMING ONLY. c �p D C�" ) 19 . F11T[1RE STONE WALL, GRADE COURTYARD LF.VFi, TO � ��`i e .�� i�Q`b",�,i � WAL W. w/ I N T E G�''1A1.. CRTs I-,INE . t; t �u��`S C D / ,J ) Gu"lro. TP'1owEL. JC�1r.Jls 20 . CONCRETE STAIR , LOWER LANDING AND HANDRA I GS , nn 4f C),C. t , E x P/,►.i. JTy , ALTERNATE #1 . ^. r J \� 24' O.C. ' aACKF"ILL w/QIJSITE Tc)P501 Ci-aAw�L Alolo. -- �, $dl 1 `' ` irty�J / Cr"sAw� 5P^CL ,,,� ��•-� �� Oti�� v SEE SRT. 64- C � / o c C - 'rj I 1tLl 'All 19� - lJyC r'�A vw P / ( l 6 Ac E Co` " -`�/� N N NA V) C11- J " j� r 0 cc 0 CA EXIST, 5ANCTLJAP-�i%f % bov E t`� h / e tiF �,,-n I � 1 ICS F WA L K. 1% a: AV :ocH.4o c�mow, STL. Q, ��'✓�'")bc� ) � ' \. 3!E 2 -'/'� " � Exr -4 ANG►+ . EA . J ICI ca" 411 2 A bov F- 5 E E 5►1't. Cc Q ~ z ti �.. v I Q" 4t i r f \ Q 1." �. SFr � 1 r of � ,o IV �i 1. , ,' 19 Sr �7. co 0 n,7'�,� CL 2 W cc W 44101 _J r � 4, 4, V 71 14-1 LALL S�ti - ° - - C d 0 / ,t, y 1 I o r r , 'o�� 1 r YS \ tiT ^ ,;fit C�, Mr^� LEGEND G ro �� to ), `cotiti Ab bti a 5�,�'�rc' V - c. N F.W WALLS tt� ,- �xrS�'ti ti SFr r bf �►3 k EXTERIOR 1 HOUR FIRE RATED EXTERIOR(1R r - - - - - 47 SURFACE WITH PLYWOOD S [DING AND BATTENS , rte, ,r C }, f A1111,n I NG PAPER, 1 /2" GYPSUM SHEATHING AND PLYWOt)D �11 / SHFATHTNG ON 2 x 6 WOOD STUDS A 16" O . C . WITH BATT' \ INSITLATION . INTERIOR FINISH AS REQUIRED FOR 1 HOUR FIRE RATED INTERIOR WALLS . APPLY SIDING ANP GiYP,911M �� SHEATHING PER UBC TABLN 43-B, ITEM 17-1 . 1 AND ._._ ..__ /c \ -� , , \ FOOTNOTE i I . sheet title swrwre w►�n 4.'Jr•r aMhn$nvrr 'Ir'�yTaum slre»Ihing tin Y a�1' LOWE I"` �...�G�.*!�'� -. / wird %tuda ml 16" rm eenlrr, intrritn autraee Ilea Ilw1l, a, tegaired rw t.ne lwvur sled rsfetior nr interim 2" x 4"ward slttd mlltinna (i Hurn \ 17 1 I" ' ah�alhing nailed wish I'M"by Nu {i Raa`e by 'hr,"head�alvanired Haifa al 1" A f \ Von txnlu-Sidie6 nukd with 7A 6alwniud smooth bn+,nails. EXTERIOR HON-RATED \ EXTERIOR SURFACE WITH PLYWOOD SIDING AND BATTENS , X i O 4F. TOP A �F-H , TC. -r F- A `\ c. RIJILDING PAPER, PLYWOOD SHEATHING ON 2 x 6 Wool) 1 STU1►S a 16" O . C . WITH BATT INSULATTON. INTERIOR Ex1� T /+\!�.rl� I F'TNISH 5/R" GYPSUM BOARD . - i Al r project nQ. fJ�VI CCr t( ... % F L a.`. ►-� `^'/ EX r - - TFRIOh .l HOUR FIRS RATED 2 X 4 WOUb-STUDS 16" O. C. , 5/8" TYPE X GYPSUM fate BOARD BOTH SIDES APPLIED PER UBC TABLE 43-8, ITEM ' � l 4"M r1rMI MIMIa 24^av cents%wish a/s"h't't'%Ey(+awn wal7ttttanl�»Igtlird Ifs 1 ill ' velli aliv 1N IN firmilally nailed wif(t NI riwile111 o"w»IMMNIrtif?ItaiN M 7"n" revised \, Nandrs, pulls , latch"s and other Operating devices ( tenlerwith etNlprinlannna11in6nw•ntlter.Starperjnimt ro.•Itairk Ext�T, A�f'►� 1 - AF+ 'Ph rx . LDC. E:>'c,r= . on floors, windows, cabinet* , plumbing fixtures and __._.-. ---- ---- �� Co 15 L!� / /�5 A�;pr•4, E +oCsa 1 storage facilities shall have lever or other *hope � IFITFRIOR 2 _HOUR FIRE__RATFD pernl.ittinq operation by mist or ars{ pressure and not i v i WC)nT) STi.iUgPii5" O ,C . , TWO LAYERS 5/8" TYPP' X � requiring tight grasping, pinching or twisting to rYP11M BOARD BOTH SIDES APPLIED NI!P UBC TA81,E 41- sheet n(�• tip. t operate. The force roquired to activate each equipment i B . ITEM 16-1 . 5 . L W �.. � P'"� ��4 , �., ' >,.y •hall be not greater than 3 poliadnd• force (U9C Section — - �) d 31 G9 c 2" x 4" %wind allots 16" nn e"Ier whh twn layer M" PyI+C X Ryptnnr wallhnard' eMh akle Baas layen applied verlkally aril nailed ,•ilh NI I-. - - - 4". G outlet"to wall►Nratd"Hills 7l 9"na renter Dace layer applied,etfically m The The highest operable part of environmental and MtrifrnNallyand nWedw• RdcnnMr't,nwdllx,ard"nailsat7"a;center 1 in nail adlleaive applicolin, ,hale layers five nailed 6^tat censer I ar a las evs other controls , diepen*ers , receptacles and other mliplk,l whh rnNina of a(Mrnved watlhr,afd »tNteaive stns nailed 17" ria /1f 1 �J Operable equiplsent shall be within at least one of the 'enlet 'VI r 1 reach ranges specified in Section 3109 b - - - , ( 1 . and not __. Fx 1ST 1 NC WA1,1,: TO REMAIN t, 1!'s* than 36 inches above the floor. Slectrical and cOMMUnicatione 9yste{� receptacles on walls *hall be F� r t 'r 1 Nr, WATJ,t- Tv PE; REMOVED 11ri11 SW 8uII Vlounlaln 7A of 57 counted a minimum of 16 inches high above the floor ntip 95-0173 WC 95-0150 ( UBC 'ec t i on 3 109 (c) ) . - IF c) 1 . nIF THIS NOTICE. APPEARS CLFARF,P THAN THF, OCT 5 1998 I1)CUMF,NT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILM ED it►i+ INCH !1M !►I+; +i+I+li !I!IlI+�+{!I+ ! !I!i! !+tllll+!+ llllil+;llf1! + ililiil�ljll! + !�l� i!l��+I; I III!i�l�l�l(I I IIIIIIIlllljl I tll�lllllll!I!I 1 illllll�I)111 1111111 I� III! INCH ' MADE IN t'x(!NA l i►il!I!!Iii!!hIll(iu!!!11I!!:1Ih1!!!111111111f1!Ill 11!111111!1111 !11!!!!!1 1!!! !i!III111111114111111111111111111 ll!llllll Illi!IIIIHIIIII!!I 11111�IIIIIIIII!1IIIlI,Illlllllu!!u11i,I11llli, ln!IIli,{111111}I!IIIIIIIII!+!Illlltlli!Inl!II!Ilnlls:!! !!uluulul,l,Inluul„nl,n!!u1�1111 NAI N FLOUR PLAN NOTBS " NmN14MIr Fu1L, latches and other operating devices 1 . INSTALL NSM XANURAIL AND WUUU YAc1N0 A1' SLUE / on doors, windows, cabinets, OF EXIRELOCATE TWO STEPS, f Plumbing o fixture. and � RO_OM FINISH SIKH DETAIL 1 'JiAS . forage facilities shall have lever or other shape � SCHEDULE 2 . AND FRAM TWO [XISTING bT11 NED GLASS WINDOWS Perml tting operatlon by wrist or arm r AND FRAMES TO YEW NXTEAlOR WALLS . requiring tight grasping , pinchl Pressure and not 'r/ n0 r'oorn name 11r bd5¢� north ¢15C SO W¢St. C¢I�In rim J. TRANSITION ►ROM LOW 80FVIT TO RAISED CEILING . qulrsd to acgtivaNwsuchnequip merit °c /s " ImQt fin fYIQt, fin no In mUt Tin mat. fin t r¢mQrKs operate . The force re �' � -� c°CI, 5r 4 . EXISTING SOFFIT. shall be notOI TOP-,^r( CPT ��D GD PN7 pG q,7 mat fin f� 7109 flrea Cer than S pounds torte ( UHC Secion \ / \ r1*r Yo4 u INT �C Pr.'r GG PN g_ I 5. NEW SOFFIT TO MATCH EXIBTERA \ (c ) 2) . 20 AAP') „H A1.r b. FUTURE Y40OR SUPPuk'f ED OPERABLE WALL . INSTALL 70'� vEST' [H-,A AT WIO b PnT Gpa DNI , c•V, 9 gyp; ti-,bRGh�oo r HEAD SUPPORT R, LOWER ONLY . / The The highest operable part of environmental and - o` \ L 1 . ALTERNATE STAIR, LOWER LANDING ANO HANUNAII, ` °ther controls , dispensers, receptacles and other - Vp ° 04 K� Tc..Eb ti•I VC7 ENAN INA M111•M ENAM ` M ALTERNATE TE t\ opera ble equipment shall be within at least one of the '� \ t0 ` /~��?~ 20p WO,A krr vIN SEG [po,rY [pplF• F,rp.,v [/o.T ryT ` LAW e. NEW CONCRETE WALK AMD GUARDRAIL. each ranges specltled In Section 3109 ( b) , and not q _ 9 O 20a W'q N v. NEN ] HOUR FIRE RATED CORRIDOR WALL, MATCH ( leas than 36 Inches above the floor . Rlsetrlcal and 1 \\ 20_r A'N ' TC'� vCT hvD IRAN �«� Fri EXISTING C WALL THICKNESS. communications system recaptacle■ on walls shall be \ [ '� H+AN FNAr] les . RHW)VH CEILING AND FLOOR FINISHES AT EXISTING r4r1 ��rrrnnn 208 OGFiG E CPT hi PNT INT OuSP A7 Wr0 of mounted a minimum of 15 inches high above the floor / \� QAt 2u QFF � c ST NT. Ex,f.'T pHO, KITCHEN . PATCH ANTEING TO MATCH AUG .STING A7 ( UBC Section 3109 ( c) ) . " / t0' A_ O CON ErTE ® p M NARTNRX . PATCH AND PREPARE EXP , AUcDNA . \ � c , ,\0 O !'I, ► FLUOR AS REQUIRED FOR NRW C Q `r C 1' YiECEP YION AkPNT . - Q y ANO Qrl 11 . REMOVE SINK AND TOILET , INSTALL JAN . SINK, I i� p \�\ + ✓D 0 2.2 PIEC IfPT IOrr PATCH FINISHES TO �� U MATCH EXISTING . ' ;bLOQ` 21� LO C)Y l'2 . REDUCE SIZE OF CLOSET TO HUGE OF EXISTING /' ?IL NAP'iTMbiX cp7 _ _ "'v'' '�+' MME 45 BLAB, MATCH EXIST,%IG CONSTRUCTION . NEW DOOR ► \ r101/4�' WO PNT Ex EY NMC•+ Er4.T,cLa arwu6 ` 215 $TAIP'1 _ _ TO NATCN EXI9TIRG ' AND RLOLOCATE EXIST . HARDWARE . O m�1� b,\ Ex - Ex Ex Ex 13 . NEW CONCRETE PORCH AND STEPS WITH GUAkUkAII . Q.)O_ A�/d �, / /P� 21<o JAN • TOP1 _ _ _ - ".. 14 . NEW 4 " CONCRETE WALK AND 6" HIGH CURB . ^ 2 ,9 C-•AVIIu cPT cpr w ) _ - _ Aic., tO M EXISTING STATGN@a,jT_ 15 . INFILL FLOOR OVER K ` r ►NT VC PNT C.ab PNT AIR OPENING TO b'�'rrti'S \ o' 210 ALCOvlI - wI° DT SOFFIT TOHMCrr lx,ST, MATCH EXISTING FLOOR CUNSTRIICTION . r / /0' - - GG PM wtr ST a'11•' 16. EXISTING WIRED GLASS AND METAL FRAME •t0 / O / \\ 1'\c, / - �'ZI 9', 2 9 ACCO-, tE :i� h�D C,G PN7 t GD AT 9`-I" REMAIN, N 17. $LAN . N(i CHIMNEY CHASE TO NEW CONCRETE WALK / \ SLAB . BLOCK OUT CONCRETE SLAB AS REQUIRED FOR \\ \: CHIM.I H URNRATED UN TO AIR INTAKE BELOW.NEN 1 HOUR RATED SUSPENDED ACOUSTICAL. TILE CEILING BETWEEN EXISTING OLD LAM BEAMS v` TYPICAL AT ALL AREAS O➢ RECEPTION, uF'k'ICES r '„ AND UR CORiNCERIDOR NOON. OrchlleCl • pIOIY)& 19 . 1 RECEPTION CORRIDOR WALL CONSTRUCTION BETWEEN / ,p \ \ 8, EXTEND AND ADJACENT ROOMS , ' O •y 7; o, EXTEND WAL!. TO SOUND INSULATE. � oa / ` FWOR SHEATHING ABOVE . /3 rs J` SY N We or /.a , \ / Fanono. qr 9'2(!4 t 30 . NEW MALLS TO BOTTOM O➢ EXISTING BEAMS , SUUNU // • ' / �. - , C p,.� , I ,Xe 2481OHM INSULATE. J.�/ \ a rr, \ 21 . NONt'TION WALL CONSTRUCTION ALLOWED BETWEEN / `� 9 \ 3� \ry - RRC!?TION AND LOBBY PER UBC 3306 (a) ANI) UBC \ l` % h APPLICATION/IM7ERPRETATION MANUAL PAGE 1o4 . 22 . REMOVE EXISTING FRAMING AND INFILL OPENING �! r F WITH 2 X t STUDS AT 16" O.C . AND 2 LAYERS R / j 7) {jJ ~ �1) I , / C� 5/8" TYPE X GYPSUM BOARD EACH SIDE, APPLIED " ) / I 9d ? / \ S�). 0 FOR 2 HOUR RATED CONSTRUCTION, SEE LEGEND. 0 � pr / �% ' 23 . A7 2 HODS AREA SEPARATION WALL, REMOVE C' r rre ` I ?o. 'O 3 EXTERIOR SIDING AND APPLY 2 LAYERS 5/8" TYPE / fy.a}� r\� / Cil / LU X GYPSUM BOARD TO THAT SIDE OF WALL AND APPLY / Q / \ / ,Cc'�'t �� / X / O ADDITIONAL LAYER 5/8" TYPE X GYPSUM BOARD A7 S \ N / �/v/ F'687rrC / / / t%ISTIEU INTERIOR SIDE OF WALL, SHE LEGEND . i/ � 1'J • 21 . INFILL OPENING TO MATCH ADJACENTli� • CONSTRUCTION. HI'1 CONgT. FOP'I +,�'-p" FP'10,..20 �P ,. ZS. 2 X B STUDS AT PLUMBING WALL. ! N/ ,. / �" co�4o 26 . BABY CHANGING STATION. �� <' �tiCF-� \- . p' o1v 27. CON NALL9. v-b 6c Gig Ir /v.,/e C�'Yup 28 . CONTINUOUS HANDRAILS BOTH SIDES OF STAIRS . a 3.0 . 1 •V /' 1 0 < <' ' F'- 29 . EXISTING KITCHEN R. CONNECT AND CATERERS TO BE / d l 5 �rcti j. / �0e�1�i, a;Oa i RELOCATED BY OWNER. CONNECT TO NATER , SEWER t o . rkla ,� :), F '�y h r�rc°t , /v� AND POWER A9 REQUIREb A3 PART OF THIS do / 'R � . CONTRACT. / \ ;.,, i r°,t,c R1nl i ryw *�p''ES b� ti aR�O • \ ''8, ',, 30 . ENTRY CANOPY BELOW. /�h�' S �nG^�"c ® �•, /dG C CT/� -,y / P / ' ''O�fa 31 . ALL EXTERIOR WALLS 1 HOUR FIRE RESISTIVE E e�T_� SF,�G { / 7 CONSTRUCTION WITH PLYWOOD SIDING AND BATTS TO G^7 a 0/ Af - MATCH RE RESTS SEH LEGEND . - 32 . NON-FIRE RESISTIVE RAYED EXTERIOR WALL WITH / '717/91 P�► 4� ` / ti ♦ �nP �,f RIDING TO MATCH EXISTING. tr .f ryp7 � ' e �i/gV(� \'�C[�, , \ �/` 33 . RELOCATE DOOR, FRAME AMD HARDWARE TO OPENING d 31r ♦ \ r %/ 125 AT LONER FLOOR. / %' •FO" N ryn� r� f Co 34 . REMOVE CLOSETS. RELOCATE. DOOR SPRING CATCHES � �pA�o�_O�M\ ® / � �� °•, ;r b - 7�Cbr TO DOORS cc 131 a 32 . PATCH REMAINING WALLS T(• '/pPIt V r/C / O,t� b w i r ' F� /' O a Z MATCH EXISTING . • (� d' Q •', c,o` '9 ,�e� \ \ 77 Sr}rev O < 35 . RP.LOCAT! HARDWARE FROM DOORS TO BE REMOVED TO 0 , �'• a. / `�� - / 'y" / R ® ., �` ry OC�, r v j NEW DOOR 153 . 1J \ k' • \J�4 �bbs1 co Y' �r br b/ \J a� �t ® Q yAc.b eAV a (L W 0 -3 40 63 C0 36 . 2 x 6 STUDS FULL HEIGHT AT THIS WALL OF STAIR \ \ ®Fy 0 -Y i1A• / O Q 37 . (n FOR MECHANICAL SYSTEMS . \ c c "t^ NEW 'WINDON9 AT EXISTING DOOR OpFNTNGS . ® '�r� S . ti / ?/ 4 ,�y"�, A•9 38 . NEW WINDOWS AT EXISTING WINDOW nPEXI NGS . 39 . ATTIC DRAFT STOP ABOVE, 1 /2" OYFSUM BOARD, ® } ® i ,� 3/8" PLVNOCO OR 3/8" TYPE 2 -M PARTICLE BOARD \• A/�.''�9 < : ® �t \ 1 N+�Jt'• /-1 �_� j LEGEND r PER UBC 25] 6 , P ) . Frt0v7DE REMOVABLE ATTIC �rps,�: / r itv � / / 5CCP93 OPENING MINIMUM 22" X 30" THROUGH \-\ CV/ �F i � NEN WALLS DRAFT STOP. v A`r 40. B ' WIDE X 3 ' -8" HIGH TACKBOARU WITH 1 % 2 ex16T. P-40 © , 40 /' \ Fk "��' / EXTERIOR 1 HOUR FIRE R[II'BD PAINTED WOOD TRIM AT ALL SIDES . ALIGN WITH e0cle P. I{ A,� F«" J// PXTRR io- SURFACE WITH PLYWOOD D STDING AND RAT7P,N3, LI ?OP AND BOTTOM I LOBBY WINDOW OD TRI OSP vv7r.•1 " .► 'T>c Cj�'gr / / RIITLDING PAPER, 1/2" GYPSUM SHEATHING AKO pLYW00D hll 41 SIDES . AL WITH 1 X 2 PAINTED HOOD TRIM ALL BEE POP'"I"T FLCOILEI 1 �rAucaN c rW / y � //A�•, SHEATHING ON 2 x 8 WOOD STUDS p 16" O . C . WITH STDE3 . ALIGN WITH WINDOW FRAMES . PLAN Fp'1 TOiUET +� 'd' r / INSOLATION. I17TERYOR FINISH AS REQUIRED FOR I HOAR Sheet title 42 . NEW DOORS AND WINDOWS THIS EETIRE WALT, TO �OI"1 blNteNS,ONg � ) 2r plY" ,�' \ 4 r �E",71 / ►+i3 �• E1RP RATED INTERIOR MALLS . APPLY SIDING ANDGYPSUM MAl hl - P-)00F EOc>E ACIr,.•e- : I�cou. rF MATCH DETAILS AT EXISTING NARTHEX ENTRY, SP.E .,. . " ,Q f rO'�o 511P.ATHiMO PER UBC TABLE 43-8, ITEM 17-1 . 1 AND FLDOP"'1 3, 4 . 5 , 6/A4 . oa ti'✓ ♦ FOOTNOTE 11 . 43 . TACKBOARD AT 2 SAYS WITH 1 X 2 FAINTEr, WOOD + `xiSi,ASFrt. N �� / _ )p QooB b gar PaMxn..�Gc..xb TRIM ALL SIDES . MATr;X HEIGHT AND WIDTH OF -- LAN rruM w IM1' T «wler; IM"IFw wiwe ,rtxntr" w mrybM b WINDOW UNITS AND DETAIL WITH 9IHIC.AR MULLTON SLAP. nni,�•/ �a,� / rte#w.rxM..,,vbr,n yMw" r, �•...,/ t,,,,l��,,,, rtrMw, �i ExIST. a t.l 1'pp AeaMry wUN wM 1Y:b)rG IIeaee b)",i be"d Nvw,irN nniNx A7 ERNTER . ASPM, 1'w,ter,.,.twlq,el4d Mer{ PW no"e bw,Wb. 44 . AL?ERNATE 12 , NEN CARPET A7 ALL AREAS OF 6 k m' � � r+r?A,oE. o+ _ EXISTING RED CARPET, WITH MATCHING CARPET AT CHAPEL, ALCOVE AMD ACOLYTES ROOM. _ �-- r2Evv bvgt,lC G�cp" EXTERIOR--NON-RAjHQ 45 . ] HOUR RATES CEILING NITN 2 % l CEILING AO°v6 TOP lxIST, \ O ERTRRFOi SURFACE WITH PLYWOOD SIDING AND BATTENS , MAILER 9 18"USC D .C. , I/2" TYPE X GYPIUM BOARD A6Pr1. // BUILDING PAPER , Pi,YWODD SHEATHING ON 2 x 6 Wnnlr project no. NAILED PRR PLL TABLE 43-C , ITEM 13-1 . 4 AND _ 9TtiT19 B 1!3n O. C . WITH BAT]' 1NSIILATTON. INTERIOR ADHESIVE APPLIED ACOUSTICAL TILE . FINISH 5/8" GYPSUM BOARD. MAI P.) ITC PLAN / INTERIOP 1 HOUR FIRFIRI BAIRD date I/2+' IOII EXIST, tf. r-lEvv FIN. FL ETH ,/ 804, 0 N ' 7 X l HOOD iTVD9 18" O.C. , 5/8" TYPE X GYF9IIM WIARD ROTH SIDES APPLIED PER UBC TARLP 43-8, ITEM revised .•.� r -,'nl„LMlr t/-,.,n•,nr..wn•A"Iyl*xt.Lr,,s r;w,r-1"aIM I c./,5 /g15 j/y to „ rerWdlrw lwrlr,nrwy nAMrxlM,,.dty" ,r.IX..N",rtd.,,r.,. -- i cexar•Im melIwl,aMuYlr,b a,e„ev" T,Mw pM{"wArb4 _ JJ_a-_fl sheet no. rEr� ;NCRRI CD STUDS ]8OAC6D TW') LAYERS 5/9" TYPE % f GYPSUM BOARD BOTH 9I0E3 APPLIAD PER UBC TABLE 43- 16-B ._17E_M 1 .¢_ _ 1' r nwN If a cewar rM Iwn IV•'x M' trio X rrrye wAMwd'M Mw. ow Mw" ppw K,*,ar .W Mb{ wm, b "ft.hae Mre yplGd v,rllrAr,w at E FJI-! T M11 " ' MNrm,Nl)xW,wlb{wbb 4d n,.kr"m wnlbarpr nMb,l l"„,t„r„H I,v nnll ryrHr{ araXh.rrvlrrt.nl"1r,brr{xebw7 "wd Iry-1111111-14nll"1-14"-1-,-1 -ow Inr,n" Ir m "Hvll Mnuntam %9 u19 BulM mP •,�, FXTSTING WALLS TO RRNAIN PXIgTIMG WALLS TO BR RRMOVETI IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 VOCUMF,NT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED ® IIII1I1I�IiI2 4 X +I I�I�lal Iii iIIIIII�IIII�rIIUll�lllll IIIII�III�III I IIII>ll�Tjlll I Ill�lil�lllll I fII�I�I�i�l(I f IIIIill�llljl I Ill�l�l�lll�lil I I�I�I�III�I�I I�I�I�I�I�IIfI mllm uuluu ImllutlmduulunlutUunjml unlnn nulun utduu nnhm uulnninulun nnhul nulnuhndnn uullndunjnuUudunom !;iIIIIIIIIIIIIIIIIIIIIIIiII IIIIIII;I IIIIIIIA IIIIIIIII uulnu uulunhudnmm�lnumnhu)III: LOw .51-OPE P-*10kai= o ' •� VEwT EII'--). �.G�G 6F/rq Vic:+�.EA �~ OUE P^1FP11A1-1E A00 T G) K-NGa bET, �rr11.�5sES � 2ac, HLAIC�Pc/'1 — _ `�� VEP",, PLArE HT, P'1EG7. .- TP~1 2,e? NG pFrvl:�`v• ,IIV P'1Gc'�F f''l1El 1►15L;1. ON 411 40 L O — NEW C L A a 5• Id G O M p, P^I CKJ F _ TO ►-1ATC«-a EA15T. , V1_I0C-.7 - PA0E P1 1 4 1/2 C OX e--)OOF .5HTt3 LL ( rMY41 UrIt�M 4 ! —NEw C�uEV"1FP'1A►-11NU Z NEW" 1 — I a, E x I'�ooF t / 1 f Z LL U> / MATCk-4 LacIST EAvE APP, AT. SEE 1/A-1 -- NEW 2 HP�. .Ar-)EA SEIQ. w^L�. I 14 r,-), b P. SID - <1I r1!I-II H ' Pp-�0FI LE TO uNCE-r-"1 51bE UF' P'1OOF GLC ., SEE 1 /A1 _ Q 0UTT#P—) OE TAIL F CEl7AP 1 1/2 r2 MUG / - 1 HV) EXT WALL S+�Cy PER-) a�C 50'5 (F) 4 —`�l AIG1-�ESIvL •,r'P. X xr'Z / P'111 IN50L, , SLOE ExCEPT 10N 2 . SEE LE�EN0 1 _�T raj o ^GC�uST TILE 1•-� SOFFtT C' CF-�AF�i.. �.. -- '� ON °.5NT, A2 FOw-1 CONST. \ �� ACOLYTES AUIC?, I/2'' ►.Ec�E►-11v SHT. A2 P^1ETUP--'%t-4 To E IU(:.,E C)F �- 4 `2 -11 APPEAn, 51101wcv InL`( W !a. ;,►-1 T'c�, C (7 5oF'F I T i OVEw1HA�4v EA, , E►-I� 10FP--) �►•" . w /C�-fP. DEV, S1 �1F•JC� TO I�IATCf1 f1 "Et-L , PL.AN .5"-r, A4 ��• X11.1 . EXI T. 1 PLYwIT t11AIC C,l I Hr--) 1-LOOPn C"c,, , I - E V L T. P'I I PSE►-�1 C�v E EXT, M A T L. E L L E \I H F-P')E 04 f, I• bE E 1/Al 7 i O v E P"1 H A a,l� d l N T'E P"'�I Afy"1 i- � � 5 1 TCS. C �►.�.�.. �. J NEW --ZFZ1D1T5 FOP--1 I �; FV�P"�E10 ;�OFr` IT Z /A, f�PEAP��NC � �E.AM W 1 �! 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ZEE 5HT. 51 CJ EAST EN1O WALL, A7 SEE SHEAF*, WALL SCHEOJLE SHT, 52 sheet title EST it MAX.2' OF W For') 51ELEVATIOPh 101 NGf sbAT THNS WEST ELEVATION l0ETAILS O FW• GPIAOE 11= 1/0"ELEv, vAhIES hS n1CPIO IW6UL, n b STPIIPPINOCZIU1oC. `r• t port GYP, b10. project no. ATTACHMENT r-weP1 PIOCK i2i2 � _ date 4/21 /95 Z —FIOrevised N . SEE SHT,51 r r= ^� m � 411 PEP1F. tC" _ FON, L9I,AIN Sheat no, � INTEP 1MEbIATE" G � � 1LA S 1/1" MIOF STOPS 6TAIP'1 CONST. �'/4" ML7rT FPIAME " SC6 b/ 61 I'/211 A ALUI-1. HANOr1A1 L /2"MOF 7PIIN1 CONT. N SET IN SLEEvE w/ COVEr1 of EIGF—+ T V'02" C3 NEAO6 uILL XLA14Cjls [gam ,�.IObITIQN E �lb WALLS o nELITE F"Ar1E5 I HALIL�P'1A1L. BUIP -0173 Mo"me1" 34.1 v MEC 950150 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED SD 111fI�IIIl1 mo III/ICNIIl1 11111fy1i!11 I !f1!1�1�If1111 IIIIIIIflllll I rl►Iril�hfl i I�!fifl�If!�I I Iflfgl�ifl�1 11flfify1f1i111flfl�ijl(if111I IfIII�Ifif!�I !�Ififl�lj!j1! 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T-ro P C ( bC)TTO -- - - -5%, CNA N N E l,. !K'.u^�v F ��rchitert • planner k"10 51 N co J 1'/2” 510 N W Third CLEAWALLw P"' OF Portland.Oregon 97209 r I I P"11`�' C F"1 C o N L' , � � 4.1-011 C L E AP",% Phone 2-d8-"8 -----;=— SLOPF . HA)( 1'/Z'' 4 SLOpEIo . 2x .2 51 f �11�IC.�EP '1;� 2 � t o"O.C ' 01.1 NOS1►.IG C.0`"/ 116" PLY W 10, TP1t'A10 2 x 4 CP"11 f'PL E WALL',) NOTE I N bTAL.L 10A 10 TO Tl`nEA10 C)EL.OW FI ►v , FL , Q /4" ISL'! �ti�0 P—) 5C-P 1 w/ 1 '/6" roLYw10 , STAID 1 � !ANIOINC� CPT. _d ( SLC PE 10 11/2" TO TV'lEAlp ON L`f. 6TAI r"1 . • 4 u+ 1!:)EL0W. CLUE 8 !JAIL r'L1 w1c>, TO t)TIJ C.,6P°-) SKIP1TI►.IGa TO MATCH Z:`A,5rc. 4'_ •• FIN. SHA1--iK NAILS. © 1 ! T � lilt IDE S I V IJ 10Y �5,r^,i P- ►� i MANUFACTUI'"1E10 45TEEL. 5TAIr"') Q r Q 0 CC cc u- a. -J 0 w z 00 -- o (J) QI a. 2 1 11 II li l+ ; I UJ UJ 1 II I I cr a � GC1►JCFsAL,Fb Pi Ph z P"1DG�F iOr- ' ^1 rd W/ AC0L.`f TIES P-)OCI f-J CLEA-MOLIT C'' CCNC, 0 Mow STI'niP TO EAIbT1 W cp A1010 I tI G� r.1 MATCH ExIbT, @ SArNCTUAiy"11' THI -c, L ocA'not-4 owL"( r... 5 4 U T ►�—I � �, � V AT I Q N Sheet title S Q U"T' F-4 E L E VA7" OETAI L5 project no. date •„� 4-!'21 ,f a revised sheet no. A � of E IC,H"�' 11511 SW Bull Mountaln 35 of 57 BUP 95.0173 MEC 95-0150 IF THIS NOTICE APPEARS C'LFARF.R'THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICRO4 1L,111 Ei) q1111111111111 II11111111; 111`.' i111111�11111 I I!I!I!I !11!!1! 111{1!111{I{ I`I '{I�II 1!I I I�11� 1 111!► I Ilili111111 I I I I I i l 1 i I l i l l i i Illli ili{! 111111111 i t 111 f Ii INCH I MA;p� IN d11NI I ' I [ + 1u!11u11u1111i111111111u11i1illul111nlniil�ul!u1Ilnnl1n11111!1,11 111111111tn11{IIIIIuIIIIIIIII- IIIIIIII III II I,I f I ' 1 , ;�, 1 , , „ „ , N toI II 111 1 1 1 InnI1n1.11nI111111I1 1111111111,1,111111,in,Ilnl7nllln,11111111,11111n111„VIII!II„1,IIIIIIiIUllll�1111.IIslllllllll!IIn11n111nn,nu„s111n. DRAINAGE PART 1 GENERAL SECTION 02�pp � EARTNwonK \ VV PARI 1 UENERAI. 3 . 3 EXCAVATION SECTION 02200 1 . 1 DESCRIPTION 1M Wd A . Rough grade site as required to produce floor eleway from t A. mat work under this sectirialon shall lncluda all labor and f"'1 1 . 1 DESCRIPTION to match existing and an even finished elope away from the Tile works nder thin workbuilding for drainage. Dispose of excavated material on on the drawinge, y tO instal] foundetlon drains as shown A. The material under lbl" nncllon shall Include all labor and site as directed by Architect. Grade disposed material '•�.,w v'eyw i materiel ne resaal•y l0 perform all axeavatlnp, structural smooth end level for prase seeding by owner. stockpile B. Related work a eciflad elsewhere: rock backfill , Section tri fill , backfill and grading . topsail for placement at landscape areas adjacent to 02200. P 'f B . The work shall lite lute ell necessaryballing, building . shoring, g, pumping and Verify elope& and grades of exterior walks and ramps with PART 2 PRODUCTS Architect prior to excevatl 2 . 1 MATERIALS C. Protect all trees , ehr'rbe, paving, walks and curbing that are to remain. B. In the presence of the Architect , proof roll the building A. FOUNDATION DRAIN PIPE: site with a half loaded dump truck to detect soft spate . " diameter, Perforated corrugated D. Contractor Shell provide Kroslon Control Plan and all Remove unsuitable material and dlepose of off-alta . 4 q polyethylene tubing and connective fittings. Advanced Drainage Systeme . of %el' mtbmlttala an rrqulre%1 by local jurisdictions to Un1n n°rmlt npprnvnl fill' the Work. All work shall comply Replace excavated material with beckflll and compact as B. Willi 1prvorrnin {l g rnulntioll" regarding environmental hereinafter specified . Payment for title work will be will PREFABRICATED ORAINAGB MATERIAL: b& addressed by change order. Filter fabric. covered deformed polystyrene sheet material It t•nlR+:l lux• or compression reele[ant nylon matting . Mlraff , Inc. E, Work In the VIGbt -of - wny "hell conform to standards shown Undisturbed native soil will be sensitive to disturbance "MJradraln 6000" , American Enka Co. "Enkadrnln gl2o" . On (tin elvll Englti""l'ing pions and as required by L% the presence of excess moisture . Avoid rutting and PART 3 EXECUTION Waebinuton Onul%ty and City of Tigard jurisdiction, . pumping of material by constriction equipment . Contractor 1 . 2OENCII NARKS shall be responsible for maintaining an adequate work pad 3 . 1 INSTALLATION still for removal still replacement of unstable materials �'ttJJ IW/IV/fM1Y4 disturbed by the Work, at no additional coat to the Owner . A. FOUNDATION nRAIN PIPE: Carefully mnlntaln t'nnch marks, monuments or other Install se shown on drawings , complete with couplings,reference palma . 11 disturbed or destroyed, replace as C. Excavate footings to a minimum depth of 116" below elbows end other on drawltJng 99 recommended b a(0hilecl • planner dlracteJ, existing grate and 1 ' 6" below flrtl sl%eJ grade, will cite ver le manufacturer• Extend drain to backwater valveandmake SIO IJW )hrrtJ 1 . 3 TESTING lower . connection as Extnecend d to backf1111n to assure tree flow. Remove Williry. Teat dr8ln line oetructlona,ir Ppno,xl. 24810v77!r': ❑ . Trenr.h L%g for u[ t11Ues wI1fl II be aw nnrrrw wR pORwIbI@ but g P Nnp,e 7AA MNP To assure alaqun:n aubgrnde conditions 'n the owner 'nay sufficiently wide to permit compaction of backfill . replace damaged components and retest system until engage a qunlltled salts engineering firm to teat the satisfactory. excavated arno" of it'll building site . The Contractor Is to E. Excavate for walks to provide finished walk elevation an p, PREFABRICATED DRAINAGE MATERIAL: Give notice to the Architect when subgrade excavation to shown on the drawings . to bogJn. AL Conlrector 'e option, install material In ]lers written instruc tJ ora, system z u' of foundation drains rocket ed Install%% draiage 3 . 1 FILL ANI) UACNFILL Cost of remedial work . beyond that hereinafter specified, per manufacture required to construct adequate subgrade will be addressed A . BASE UNDER FLOOR SLABS : OEnd of Section Ur by change order . Shall consist of compacted fill as required to establish sub-base elevations , minimum 4" compacted granular base W and a 2" sand leveling course, placed over ground cover M PART 2 PRLUUCTS material . O 2 . 1 MATER I AI.S Fill shall be placed In maximum 9" lifts and shall be Q compacted with large self-propelled compactors to a dry PAVING AND SURFACING A. FILL AND 11ACKPILL: density of at least 95% of the modlfled Proctor maximum cc PART 1 GENERAL SECTION 025D0 Q OrnOulnr mnterinl ohnll consist of Imported, well graded, dry density ( ASTM D1557 ) . pli run, nothy Ur•nvnl , fragmented basalt , or crushed 1 . 1 DESCRIPTION 0 Jnur•gnnte motorist , 2" maximum, with not more than 5% of B. BASE UNDER CONCRETE WALKS: Work of this Section shall Include all paving and 2 the mntnrinl which pnnnen the 04 sieve raseing the #200 elnvo will nnalyulu . Flint Shell be non-plastle. Shall cut'&let of compacted fill as required to establish surfacing as shown on the Civil Engineering drawings . IJ sub-base elevations and minimum 4" compacted rock base . Ir B. GRANULAR NASE IIIIURII FL0011 SLABS: PART 2 PRODUCTS U Well graded Sand and grnval or crushed rock with a maximum Fill Shall be placed 1n mnxlmum 6" lifts and shall be particle size of 1 1/2" and containing not more than 2% of ^Omllacted with vibratory plate compactors to a dry density 2 . 1 MATERIALS T the mntnrinl pnnelr•• Uta 0200 &leve, wet analysis . Fines of at least Sok of the modified Proctor mRxlmum dry rJ�, Shall be non-plastic. density (ASTM 91557 ) All materials shall meet the standards Indicated on the U q C . BACKFILL AT UTILITY EXCAVATIONS: drawings . Q C. SAND BEDDING UNDER CONCRETE FLOOR SLABS AND AROUND J � ItNUEnanouND U'rIL1TIEst Shall consist of minimum 6" sand bedding around all plping FART 3 EXECUTION Clean, wanhed: course Band, Oft rretolned on 1/4" &leve. and conduit and backfill with on elle material at O landscaped areae and material Specified for fill and Work In the Bull Mountain Road right-of-way shall conform z D• GLOUNII COVER : backrlll at building areae . Comped within building areae as specified for base under floor slabs . required to standards ysWaehingtont County and nCitycof nTiger,] end as �( 55# roll rooflnU or npproved equal . w O D. BACKFILI, APOUNU DRAIN TILE : Jurisdictions. � Z E. 2"tIdiamete DRAIN drop ILLI Place rock to a minimum width of 12" beside and over drain 0 Z) 2" diameter gradrrd round river rock. elle , to It'll oil O grade elevation above drain tile . 0 PARI 3 EX P.0 IIT IDII E. TESTS AND INSPECTIONS : 11.1 W To assure sub 1 Y Y PIPED UTILITIES Q 3 . 1 EXISTING IITI[,1 TI F:!I grade a& s recified , tests may be made b the SECTION 02700 _J nolle engineer Lig firm. These tests will be the final PART 1 GENERAL A . Vr.rlly Imrntlotin of nil utilities and protect same from fauns for acceptance of subgrade for pouring of slabs and 0 M dmm�gn dur Ing oxcnvntlon. Should uncharted utilities be foundations . 1 . 1 DESCRIPTION Z [1.1 encouUlsred , cunlnct the Architect immediately forLU directions . End of Section Work of this section shellfne]ude e11 storm dralnR e piping from catch basin CoInclude Z D. Protect existing Itn%dncape Irrigation system from damage. exJetlny storm -1 to the connectJon withdrain System at the northeast corner of the Vnt•Ify system locnilon Willi Owner and coordinate removal site and storm drain systems at the Bull Mt , Rd . right-of- 0 from stere of building construction. Repair damages to .- system caused during construction. Y O 3 . 2 CLEARING Related work a e!Piping, ingSQ (n M Dackflll Of on-litip , ection 02200 t_ A. strip all vegetative malaria] from construction areae to a Water supply Piping, Section 15050 m1nlmUm depth no requlred to remove all roots and debris . Dispose of thin material off site . FART 2 PRODUCTS 2 . 1 MATERIALS All materials shall meet the standards Indicated on the sheat title Civil Engineering drawlnrv9 . 31TEVVOP"11G PART 3 EXECUTION 9PEli FI"1of_1 FP-10.lEGT 3 . 1 INSTALLATION M AWUAL- A • Work in the Bull Mountain Road right-of-way shall to standards shown on the CIviJ conform Englneering plane and as requlred by Washington County and City of Tigard ,J it rledl ct lana , B . Storm drain connections shall be made 1n accordnncr will% project no. requirements of the Unified Sewerage Agency, C. All on-site Piping shall be backfIlled to date graded finish, read for . provide a smooth Y grass planting by Owner . CO / I0 / 95 End of Section revised sheet no. SpI of ONE 1 ^ 11511 BW Bull Mountain 3e o157 SUP 950173 MEC 95.015o 4- IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGIN..L QUALITY. MICROFILMED D NM E611 -1111111 rtTIT1�mtssa ml's m a �r __�� 2 4 X IIIIIII IIIIIIIII IIIIIIIII IIIIIIIII n111111I1111111111111 III IIIIII IRI11111 L11III1111111IINI IINlllli IIIIIIIII IINllllthUitlllt IItINII g11f0 IOplll f111tN IlltiN IItIIR IlltKl AItIN Iltllll INIIIK IINI n DEILALK , SFE. AR'C.:r, T.aiGKEN S� -�� TO 24 Xi6 ' x1? , G cFP C'• '.�wINCsS. T+-�ICKCN SLAB Tv t4 'x24X12 DEEP FOR 5T,41R5 DESICsNED 5Y 5"EEL STAIR N -G. i ' FOR ST,C.IR DETAIL SEE --r- OR ENTRY CANOPY SUPPORT. I 20 4 5 `1 8 9 I t r� 11 12 , 14 � Y C _ y J ""�-'^. �-� i -- ...-- _ "� __._ '-- --- -+--_.._. —....--✓~•- - ---_-- ,.._, ~-- - ----- - ---- - �� iii '�� ';� j� SY .• � b �.6 FP FCOTIN3 APPROX��,4TELY ; + i r �'�� ' UJB-IERE SNOUJN ACCORDINCs TO _ - STEP FOCTING APPROXIMATELY F!NlStiEG GRHLE E�.cv•�,''lONS ___ -. ---- , . .__.___ __._...._ _,.. _ _.._._..__ -- -.-._. ___ - _.�. -- ---- ----- - ----- -�- -~ -- WkERE 6+40LIJN ACCORDING TO --- SEE CRJ33 SFC !G'N 1 i I _ - i - I _ I -_ - __ 7_ - FINi5+4ED GRADE ELEVATIONS SEE CRO55 ISECTiON ' I .11 ►, 1 i i � � EMBEDDED !N FOOT►NCS Wt�,L�, O AL Ill 4� NEW—' i 7 �OL11�C5 _T I0K_UALL a;7_0UT, P4CF OF V` / wI T� DOut-iLE 37t�D 1•�11N. AT END OF S"EARt.UALL. I Ex,5TIN�s FC,iNDATION. 4=5 VE. 1,136 QfLhltect . planner '510 N.W ThudA3�o TI-TREADED RGD ErI6EDDED i9 INTOPcnlians. u,egon 9720` -- FOOTING WAIL, C�F�SET TOAL:GN WITH 1-IDSA Oi�i Phone-- - DOUBLE STUD MIN. AT END OF SWEARWALL __- — ��---�, _. (Oil � �.W.1=. p � r I z T �. b ANCJLE IRON 1'% „X,.,1 ,,xlfd " W,/1/2 'X4" STUD Q Ek'GAVATE UNDER EXISTING FDO , 1NG, I �. � ANCHOR e MAX 24'' POUR BAGK NEW L;NDERPIN CONCRETE. �- } 36 AIR :N7,4< O.C. � C.7 �-- f - 11 J �, �•O. �P�E t_ AGc BEFORE F'I T SEE t.i1 . _i, C.O`IMENCING ST4C In i ! CzRA1E Ul 11/4„XS LONGITUDINAL BRG. BAR ", t 4" O.C. � �--� SEE 5OUTN ELEV. 4 5116"0 CRO55 5AiR MAX 4" O.C. !1. 5� IE ET Ab FOR , ' � G.4LvANIZE A55EM5L 1FND WALL TOP %EE 5+4EET aiFc:R cif 7" ` WORK TL4!5 4REA L INI _ E X I S*I NcOro 3 STRUCTURE / ;' I I / ��`\ ___---- �, _ U QDEPTI.4 OP� 2) - M4 T 41✓ L�4P 18„ I '/ I f - Z O ,NTO ,rSOJ.C.CENT FOOTINGS. _ - � -- 1"_2"0 RIVER BOCK. Q �._ colic. PERIMETER ERIMe Wa L -j cr y_ , _F� � ! ' W/ 04 VERT_ 4ocM �oRlr. L� 'V12" c.c. DOWEL Tc FoLjND.:.TiOr., (D <C z LU/ (2) 04 X 19-," EA. SIDE. _j 0 d LL.I U r 6 X b C) � 0 51DEWALK SEE oe RCI4 , .� - - _: /tel,�N'D�► t ��ll 0- FLAN z Li 1� Q 0.4 0 12" O.G. 12 r-11N. p to r- C) .�- o �-- L0 Q V) �. - 4 sheet title �i A ( la X15 J4 C ( 13 s G o EXIST. CONG.-- i 1 I w WALL J 1 1.7 TOP' OF GONG. j IU I j WALL & , 1,U -- LLI '� 9' 9 W !!1 r ca _ 1 i �D WALL �� -a - / EL. 300r5P� I Q1'-1 fl j 1 W - a SCE NOTE ON E'LEV. q EL. 2W,50 I __ � 3�4T. Aro F 1 TOP OI� s"�y. F E L 29-1.88.- - -_-�-----------_ .__ - � FOR TOP OF WALL � a _ LR i �__ EL. x%.5_ ® -T--•-- -- _ _._- __-- __ __. _ �.___- I i EL. 29400I r I project no . - - -- - - -- - -- - - - 1 - _- - -- - - - - �. - - _ E EL. 22�3 tai - - - 121 x21b � - - I 90.93 EL. 2S331 dale UNDER PIN TOP OF CONG. FTr-z. - - - I 1=0pT1N � �1 r c v ! sed A UNDER PIN, x 18" DOWELS 0 2'-V O.C. ._-_- - FOOTING: x 18" DOWELS � 2'-©" G'.G. I , „ 11 EPDXIED INTO i/s" DIA. x 8" I4OLE8 NO'~E: VERiF7" TOP �7F WALL EPDXIED ,NTO 1 DIA, x 8 +�C?LE5 W , IMI~'S0N E722 SY5TE1"! ELEVS, ALL LOC4TION6. WiT 4 SIMPSON ET22 SYSTEM 5 h e e t it o . FO�ADATICN ELEV. (DEVELOPED VIEW) 1_00<ING AT iN51DE FACE p3383-211 0 t S1x . JOHN W. PARKIN COMMILTiNtC CS"L KPD STIM(OrITUAL BRrIkatD 37 of 67 500 WAWWTC*1 STREEt 11511 SW Bull Mountain t f1� r.v� F.1JA vi�WCf�.NFR WA. 9116x/1 FAX k-4,0) ",44-3376 BUP 95.0173 MEC 95-0150 �•�+----•r...— Aco ?. SST ib IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMEN f IS OF MARGINAL QUALITY. MICROM MED 11111 1111!11 III�III IIIiI I I i l l l l l I`I I I I I I III I III i'I I ! I'I i r'I l i l l l ilI I I I 11111f11 IiIII 11111!11 Illjl 11111111 11!111) f111i 11111!1 1111111 Iji�lj , . IJim MMW WICHMA 111111 111111 I , IIiI Iilj� l 111111 I I I I � IiIIIIIIIIIUIIIiI IIIII!I111►IIIIIIiI!NIIIIIiIIlllllnli 1II1lnt1 un11111 11(1I1I11111nii111 111!hnlln 0111 II 1 I I I Inn Illi IInI11111111111111111111111111nIInI111111t11111•rr11h111(IIII nllllttl Illiltilt ttttlltll tllllu,l IUiIIIIt tnllrtlt IIIIIIIiIittlr11111 In111111►InI1111�1111 � — 2x6 STICK FRAMED OR TRUSSED OVERLAY. ce rP6crF LOADS MUST L°!E SUPPORTED ON TRUSS NODE POINTS. � - PROVIDE SHOP DETAILS ° I J OF PROPOSED FRAMING AND ATTACH"ENT. A J `'� 4 rj Y O I f3 I OJ� I�f 1) 12 13 �4� IC✓ I� a 1 Q' 2� �� Y Y �+ v �x > o•% i r'LYtLu�CD SHEATHING OVER FRAM'N(y/TRUSSES. j I U,yN w p�P i - - �- PLYWOOD SHEATHING OVER ' ENTIRE BASE ROOF ` J FTYP,,lrAL 7J1/35 • 16 O.C. \ _ THIS FLOOR STUD WALL /mss" TrG PLYWOOD GLUED 1 2 �� b 2x6 NO. 2 � � � I=, 'xlt1�" MICRO-LAM NAILED W/ I0d RING SHANK NAILS `._/ 4) • Ib" O.C. POST I / architect . planner • b OVER TJI 1 TJL FLOOR JSTS + FROM CRAWL SP. ACCESS / ea N.W. IN'd S ABOVE s VERIFY WITH ARCHITECT «n" a o .a.n 97zr re" MICRO-LAM I / Prrr u6i0ee e6 DUCT CHASE, VER SI �Q GLT3.516 TYP % SW/ ME04. 3 / L --- - - - w) STUD WALL � STUD WALL � - O _— - 2x6 NO. 2 • 16" O.C. 2 6 \--_xNO. 2 U • 16" O.G. 1 -- -- ----_ - --- --.._ --_.-=-- -- - - ---T- --=— - -------- - - -- ---% �. 1 /A4" Tt(= PLYWOOD 2 a O i (3)-t 3/4"XIb" M/L NAILED I0d • b" OVER - 6b TJI FLOOR JSTS Of EXIST INCi ) 4 Li STRUCTURE h^ h 1 6 - i 1 STUD WALL m ROOF OVER \ LCUJER LEVEL FLOCK FRAI"IINQ PLAN = SEE ARCHQ. r7I=, 5EC7ION �� 9 lm 11 12 13 ( i� a !4 16 i2 `r RAISE WALL STUD 16" TJI/rPCC i i J : d 1- HEIGHT FOR TOP HUNG Ib" O.C. I U -' 18" TJL TRUSSES IN .--- --- -... - -------- -- ------ ------------------- ----- 16" TJI/50G -_ J THIS AREA ONLY I -� IN WALLS AT GRID`'' 2 - TS-12 SEE �" OC. l _ -- - - �.._ 1"A", '15" AND „Cn I STRAPS �� , , - I i I CANOPY BELOW W 0 370• ,MFG. SSES • ( STEEL FRAMED ST IRS W J STUD OR eL0aaN6� ; / T� 0" OG. / LANDIh1CiS DE51 D dY reovlD[ �� 2x10 tU18 STAIR MS=G. SEE A DOGS. ? CT] NAILING TO EA. TOP PLATE --�\ I — -- FASCIA �...._ >+ iI-- -� ---- -.. W y�1 yl 2x0 �--� 1 2 x13 A 8 i C4 ) 8 A t�' L_'___ I z Q ASe 1 A 8' 1 `� 717 1 51 '1x12' GL 2x0 I ';-- b Q (n x71Td0. 1 _ _ i�nxl3li " 1,2 nNO. T2 N I I I F r SI•IEATHIN6- `� - _ ''v-� _ — PANELO "r"" i"rV- �I -SLOCK ALL 1 _ as r � �/��) ' (� �-- (eEE , " r / J j W7llA°PORTED 1 ru ax.•l+cLO SC.WEDULE) EDGEe. 1 L 12)-2 'X6" FULL HEIGHT 6 . (2)-2"Xb" CRIPPLES (TYP. LOWER TO MAIN) PROVIDE Scw+EDW ED B x \ n / / NAILIN4 TO EACH STUD 04"LE END Snipe I `' �' sheet title (TP.)OR AX ---r - -2 L I _____ ___ _ 6 •."xlm " G NO2 HDR OVER 151 DOORS AT w_A, L IN BASriNENT «gp-oa,r; e" ---- - --- ------� I-- -- — OVER I== _ , --- =____= --- ____—__—=__--'__—_=____— --_=__ = ___�_= ==__=== 1 �� FLOOR Sa scwEpuLE� eONEDULE) 2 INTEW. STUDS Mas I I I T l WAILS Dz. 2 2 �RAM ft"Am MIN ibb Lil \�J�'\ 5 n " 9 6' I NCS ---"'------ -----i ` BILL PLATe I 4 X 4 T DOWN 2-14'1xib'1 M/L I TYPE? SHEATHINCs SIDE STUDe/ 81LL EDGE ANCHOR HOLD H1•IU'5410 I +' p r j e c 1 rno. 19LCKLs PLATE NAILING EfOLTS DOLLNS B A STAIR WELL 1 -p" CDx ONE 2x 2x Ed • 3 1;" p) • 3'-0" HPAH677 x ' / 1.-- e 't" CDX ONE 2Y 21Sd 3" 'q" ¢ I'-4" HPAHp17 v © I'o" CDX EOTH 4x 2 - 2x 84:1031 !_" 0 R S" HDOA -- - _ � � 0 — - - --- -- -- -- r ONE 2x 2x Od • 4" 16"d 4' 1 - 6T6296 O -- _ - - ---.- --_--- I - - -- -- - 12 NO. I '4"X0 -_ -„ 6x17 NO. I 6xls- NO. I 6x — (late C. ''o" CDX ONE 2x � 7x ad � 6" 16"d • 6.. I -- �-- ----- - --------------------- O — ---- -- - -- — -- r'" 0 . 3'_m„ O 1 .! I ExlbT. WALL i �. ._� -� revised Q 6' - - - - - -- - 0 3-2'1X6" l DER 1 l 5 I "I I-5T6224 AT EAGN 3-21 6" 1 o G�T�1r - – GIRDER TRUSS I EXISTING B ITT JOINT OF TOP sheet f1 p. STRUCTURE I { PLATE, ALL AROUND TT F .1 0 1. ALL EXTERIOR WALLS 4 STAIR MOOR TO BE6HEA1'IIEp WITH I'," CD)( OR 17w" NAILED j I A 001 � 6' ■D0E0, Od • 12' PHILIP, WITH IS" DIA. x ' 4� m" • 9'- , E)6GlPt AS AIDOVE FOR 1 C C i ARCH. SHT,�MIN I SEE 2 D3583-02 SIX SHEAR WALL SCHEDULE JOHN PARKIN f 15OUR71 3W Bul1 mountain 38 0157 MAIN FLOOR FRAMING PLAN " "`"V,,, �" . �"`OW) ec 65.0173 -�� r r'y� �� iyWM fAN 1]60) 581-7)78 Meces-orso SHOWING SHEAR WALL HOLD-DOW S, AT LOWER FLOOR I IFTHISNOTICEAPPEARSCLEARERTHANTHE OCT 51998 DOCUMENT,THE DOCUMENT IS Off MARGINAL QUALITY. MICROFILMED D II li�ilM I MWIEVIlCH Innllllill�lllll I IIIIIII�IIIIiII Iillllljlllli i rI11�1�I11 I IIIIIII�IIIII IIiIIII�lllll I IIIIIII�IIIiI I IIIIIII�IIilliri lllli�llillli IIIIIII�IjI�I� �1 �� 24X IIIIIIIIIIIIIIIIII IIIIIIIIIIilllllll!IIIIIIIIIIIIIIIIIII IIIIIfill IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfII11IIlU IIIIIIIII IC'IIIII nnlnu nnlnn nnlnn nnlnu uulnn unlnn1nn611dnnluul111 z � 1 41 1.4 1 - i 1 + I U214 5KEWED b0 +• .5�8-? �,Ft �N e��r v U ' Pyr CDX, ALL EDGEg TO BE �tiH � CDX UNBLOCKED, 13d b" AT EDGE5, 80l 4 12" IN FIELD - - --- AL-61. '.E ?" CDX, AL-61. TO BE -- � . � �-.._ w BLOCKED, 8d w4" EDGES, ; t I i BLOCKED, 8d 4" FDGEg, --- 8d 0 12' IN FIELD, I I �. 8d 12" IN FIELD. ! #kE-ENGINEFFRED MANUF. 4:12 TRUSSES 1'-0" O - - --- - ,(,, —� ---r----- --- x OW FCR 15 PEK SQ/FT D.L. TO I I AG DDA , E O�'ER-FR.,A1`�Ef.? "r' C;; 1 ! , DUCT ACCF�Sg \ i ROOF IN ARE,4 SNAj7ED + - I'_0�1 OFFSET FOR i s 3 TO �ID E R CONN. r2-"N � ! �� ER TO GIRDER � I* , SEE MECN. - b TrJF' PLATE I L iCxW TROFFER - a3 e� —_ ._.r. CONN moi. ! SEL ARCf-1. DETAIL3 - 5 623ia EISC+-� 32, (2)•-2 x6 "IN. r-51)3 \ { BUTT . _ LICE � � W1 P.) -�-- -- -- - - - - - - -- 4 - uOLES 11� i4 - - - -• -1 ._... afteeuR R Rc RI R _ . -i TRU56 T3 MUST 5E 4 , i 11 DESIGNED TO AL-OW /2 V SPACE FOR L IG�4T �_-_�♦ � FIXTURE SEF 23 D� 3' (CONDI. PLATE) _.- Q-4 + Nc•, --- - - -- - - - - - - - -- C DET , architect , planner I,4�r TW, STL. IE Por tt•pd, Ot•Qon `gyp. Ph"* 2"4089 5d 4 T f�tl E Lf } / 311b1�V p 0 Ld � / 435F 2'-0„ 23, I r , r s 1 r Z 2 3 D / - - -- - - ' 5E E TA 1� " i <C , a U.. � ON N1 4 �r'f TO C�r4NNE CONN. _ SEE DET411- 1 R • . ON A �r. r s• r• '`I-s b x I0 '�{O.- ( — — — _ y 51ie"x12 '-zL 3 \ (2)-2 ✓ \ ` \ ' 2; 1 3i X9 M1 rr �. .a-..\_� Im ,...,I ,. w . .. .,. . ... .. ,\- _ ' pp pL�•'t 3 - NANGER 3 - 5TC�23b EACH ' »s.00- / �J I I BUTT SP'L iGE / Z U- U.,,,�/� .11 - `, c .w w w i. w I r . I! Y.�:R!Ev+ - -i! 63 E Q. 5P. - - _ .... _.�. — ` Olr am MIt• w w �_ war w r i w w .� w \ .._. - -__ _ - �� AI_L_ OVEiRAMI r NOTE: ROOF * '�F�' EX!., I . i N O BE l POINT DOES NOT I�_` �'C' / C7LU-L 4. =3►'^S. i l I.)ESIGsNED Iw3Y TRUSS MF•G. CL. �-� AL.GN W1 GLU-LAM .,: .., _ L 1 _ _ _. ' � L,.1 BEAM o• p, _� I , OVERFRAM ING TO BE 2"X601 "2 c4 r u>1 ! 24" O.C. PC?5T Dp ' ' W1 2' X4" P05TS mss' Z � , _ •t ! TO 5TRUC+URAL L3EARI!�G POINTS r BELOW. MAX. +4ORIZ. SPAN OF J I I 2' xfc" TO BE 6' �¢ �_ z ' 2x4 STUD WALL-- ' '� �1 x � STUDS 's 24" O.C. '� d) ( II --- OVER EXIST. ROOF � _ -►�- - -- -- - -- - -- - _. - _u1. __ 11.E I ` ,�`'• i' / ,f i� I I U 1»`' �, -- I 1-4h► 7Yp= I r - e-•- �IANGEI@ EXISTIWx $TRUCT. /�� //� , I I EXISTfNG 'N' / \ � - / - ROOF TO / : I / REMAIN VER1r7' ETTING / I 2x4 gTUD 19 2A11 O.C. OUT CT- CANO T 4 - - I WITS► ARC"ITECT. / �� 1 - - -_ - ROOD � ® BOLTS =.��:"�` � 3.. ¢ �' _ -• I i/2" 1 f 2.5 EA. JsT �T! R+�.S,M ING, rF TV— DETAILS ROi F FR 41`11NCz � L 4N ys" -- _ - _ �� Glmxi53 SI-�OWIN6 314E40WALL HOLD-00-i.:Jr13 QCT LtP�ER FLOOR '`g -- EXIS?ING s project no . r'2)-L'.R.�C .ETS L4"X3"X3%I�,"NQ" W/ (2) -%"0 Q M ��.nx?1" G/1.. BOLTS TO 4"XIO" NDR- , (4)-%„# 50LTS TO GLU-L4%%I• 1 V ` -� ` -_ —= - - I ,12„ � I -b DIA --_ 3 . �'s" DIA II 11 1 1/2., i t 11 `► _ .� ,/ 2"NS" L EDGtFR I '�, BOLT3 E30LTS c j r 1 t e 111 I v a -EX13'' G.L. BEAM. - / �" y1 `0 W/16d NAILS s I I 1 1 4„ I' ,� , 6" O.C. TNRU ! ! - - - 4x10 HDR revised 51-I1M TO BEAM I I SEE DETAIL_ (�4r 2''X4" CE�' I , - -- I ! I��. I o O � ,NCI o ` r� JOIST • 24" O.C. 114 - I - c) �►r1 _; I -. _ _ 2"X4" DANGER FROM - '• ILII ,, W,4,'- LOCATION _ I ! sheet no. c : 4"X8" 70 CEILING JOIST EXI°T. W,4,'- I I LOCATION ! I U5E (3)-lead E��. END. I I ;.tlf 11 . _ 1`1E►.ti «�E ADERS ` 11I1�1 IIII!) EXI3t COLUM�iN 11- l I 1 { _.. .. .._._. _._._ ..,._,_ JOHN W. PARKIN 63 i CONSVLTY"t CIVIL AND AT*%)CTUIIAL 11pagpUSA 5(X) WASHINGMN 4TRFET (3+i(1) F94-AJ78 11511 SW B"II Mountain 39 of 57 vANGOLVt R, WA 99hr_„ FAx (J5q) eAs-•,411e BUP 95-0173 MEC 95-0150 r, n t IF THIS NOTICE APPEARS CLEARER THAN THE OCT 61998 IX)CUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICRO MMED M !1{MCHW l t {I{+{��►{�{I {11III{I{I1III{I Iii{��►(��I� I �{�{i{►�1{t{I I I{I{IlI1!{t{1i{I{II111{Ili J IIIII11111I!!I►IIIiIIIIIII!Illllllllll!III!IIIIIIIlul1111 IIIIlI17 III I111(!!11 InlllillllllllllUllll!!INlIII!!!!!!I 11'!!1111 !ltIlllHlllil{II)r IIIIlIINll�lrllllllin+Ilnnllrlllrrlrlrlrllun rnllrm nlljtnl IntintYttthltt rlulmm�ullnt tltrin!Icllllr�l�lrl� Irlilr�llll ► ! J _- -- — — NEW OVERFR6 GUT RAFTER RU88STICK1cr 13 1 15 7E8 OR FRAMING � .l 12 131 [15 \ 4x8 4 Y � , EXIST / . \ HDR - - HGR RO<?F DECKING� `> � NEW , GIRDE NEW TRUSSES TRUSS / !` PRE-ENGINEERED MANUF. 4.12 TRUSSES 2 -0" O.C. I EXIST. ARCH / ADD 15 PER SQ/FT DL. TO EXIST'' yj I \/ ACCOMMODATE OVER-LAID TALL Cmu 4x8 ROOF IN AREA SHADED I WALL 11 s - / Ba ` . \'k \ tt 4x11 - i t 1 x . 161, O.C. NDR GIRDER TRUSS 2 - L 311„x3!,Y ,xI,4 - �--� -- - __- II - 2800 LB AT GEn*ER I yd ea 4 - %"10 BOLTS Tp VERT, � - -_ - -- - ---- - �=� —T- tK-- ” 24 � F 1 9'-1" CLG- Iii _ II TRUSS MEMBER, —�------ � --- -- ) _ _ _ OPEN BELOW 3 aa`• BOLTS TO EXISTING ) t8' CL I I II I " - ' WALK FOR AIR 4' TO REMAIN. 2x6 EXISTING I I- — - - it WA L TO BE REMOVED - - INTAKE. 5EE It - - - - - - -- - - --- - - - - - - - -- - � \ SHT. A6 - - - - - T - - - - - - - - - f \\ \ NRTI-I. ELEV. CRAPE \\ \ r\ DOWEL NEW I�Np. LW/1�i \\ \\ ADDITION CUT DOWN. FND. WAL"6 TO EXIST. ��jjj T n* \ FOR SMOOTH TRANSITION, W,'•6XI8" • 2'-0" O.C.\ 4 `� ! \\ \ � archiDk . planner bo Kw 3r.d s, \\\ \\ EPDXSIMPSON' ET22 ED INTO 14"# $ x 5" Plelf" o, o" p72oq \\ 9R•n• N!-x186 •4 RRE"10VE EXIST. GCNG EXISTIN,= STRLCT WELDEEDD \ \ EI8" LONG /"OW STRIP. \\ \\ TO ANGLE \ Z EXISTING STRUGT. \) I 1 L4"x4"xIQ". 436 W W/ 6x6 -6/6 W.WFCL . I 1 MI I /!/ % CUT DOWN FDN. FOR SMOOTH Id„ Q I I /j TRANSITION. DOWEL NEW SLAB REMOVE MOW TO WALL W/ % X 10" DOWELS • 44" I S 2 ° x6" 't -� �/ / STRIP s A')D, 2'-0" O.C. EPDXIED INTO nb",P x 5" / WE ANCHOR o 2a" G.G. HOLE$ WITH 'SIMPSON' ETA22 r' / Z - -L f✓/ % \ SYSTEM. II - - - - -- - - � - - - - - - - - - �--- -- - -� -- - - -- - - - - - -- - - I I / U I - EXISTING GONG. FND. WALL _ - - - ^ EXIST. MOW _ T w I I� STRIP \ D NEW CM.U. WALL I I —� --- ----- e CONC. SLAB . BE'r OND, CONT,, I I I I II - � sb ON GRADE W/ . S VERIFY HEIGHT_ . 4x8 AT WALL BEI 4xd GIRDER TRUSS \ ro"X6'' W/ 49 Wi.4 I (, �d 64 SONO, GROUT •4 • 32" OG. INTO HDR \LIDR 1800 LB AT CENTER 1 u / IkAU 1 OVER x" SAND / EXi$—ING EM1a7' ; CORES, OR INSTALL 04 SEE DETAIL � GROUND COVER !' � � _J IZ' DCWEL 5 X 24" M 32" OC. USING 'SIMPSON' 24 Cs4 Com: BASE, 0 Q Z ET22 S` STEMI IN GROUTED GORES. \ i _ J O E 'STING GM.J. WALL - - --�L T 1 a' a X EXISTING GRADE TO REMAIN �� % PRE-ENGINEERED MANUF. 4:12 TRUSSES a 1'-T'' O.G. NEW MOW -- --- - 0 « z ADD 15 PER SQ/FT D.L. TO STRIP. / ACCOMMODATE OVEFI TALL — I ROOF IN 4REA SNADE:D ii LJ CC w J SECT ON ROOF FRAMING PLAN �, - -- -- - _ A-T_ BASE BID F >_ OLND. AND FLOOR PLAN a Q w 1'-m 4'-0" GLRZ I -� WALK BEYOND MATG EXIS' RADIUS NOSING , SLOPE PRISER BACK I" TO TREAD I ` n r ----- -- ---- - I BELOW AS PER ADAAG 'd(c•) �� -- - - - ---- - - - - C� F " UO ,1� r -- - -.. STAIR BEYOND 18' / rIT EXIST MOUJ STRIP r' d V) ` STRUGT. FILL 4 I I •4 ® 12" EA. WAY UNDER STAIR •4 s 32" O.G. VERT. f- r -- - \ C.M.U. WALL f- - "'"'- NOTE SEE ATT. BEYOND SURVEY FOR - --- --- 12m��4 J 1 I / �� Ex ST. GRADES. — --- - SACK ttINISH / EXIST. I EXPOSED sheet ttitle 18 RISERS b'�,' - - _ VARIES �8" '_` CONC. WALL 1 I - EX STING CONC. FND. WALL 1� TREADS Il" s + �•4 g de° oc. HORIz. I I✓ �---� , _ -'-- -- ~ - - , U,INCs - - - - EXIST. GRADE TO M.J ( ��DDITIONS NEW C , WALL r iF - - 7 - - - REMAIN, CONT. VERIFY, - NEW FINISH __r_ __- DETAILS. - -. .I I - -- - - GRADE LEVEL (- TO CSLOPE GRADE J I HAPEL r EXP. JT. MTL. FOOTING To BE te ' rt!N _ E:'ADE FINISH _ I BELOW UNDISTURBED 1 - •4 CONT.-_ / u� TP TOP OF - _ EXIST. cM1J. project no. --J I NATIVE 801E * I —� WALL � NEW FIN. GRADE - " - \'�- / GRADE TO REMAIN /' 1 � 4" CONC SLAB - AS DIR. BY ARCHITECT. APPROX. 1 •4 • 18 O.G. EA. WAY date - -- - - - - - - - - - - I EXIST. GRADE 1 - 04 CONT. i . - - - - .--- revisedQ --- 1 t2" 10 bh Jn,r 2 - •d GOVT./ -� STEP FOUND. B SECT ION i e, - sheet no, D3583-04 Ot �SEGTION / &ECTION SIX • • � 9 F- ' .iO1�IN W. PAR)iCIN t 84 \� eo"xuan",; crm. a"n •*•ner wal, t,1101"m ` ) UP950173 MouMRln OUP950173 OO o157 (' MEC 95.01ro 'w wASn. rom STET (58o) 6M-11376 VAwFJWFR, W MARC FAX Oft) 6N—afiR H'. f IF THIS NOTICE APPEARS CLEARER THAN THE OCT 5 1SJB SDDOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. 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I r r}}t n � lwdd t.�' r „ 3 Tote Contractor Is respa4,•ble for=-.4 e�teeluate bre.Ir}Q F Fe 613 pal Y 1 p yOnc+oP leer rr✓o1 oh J L• CJP No. ) F1 I?SD 1 RE l ` li#,; v r• j �'. fI'Sa •trtr::turr♦ II1C1 parts tjoe/eUf r.rY wkid reartt �' � G V•,'. 1 l i �- I ` ` / I •l , f ' � • , 1/ '" f: r-) rt., ` (4 ri' - Amy "rib' .. y��.. i S coftlit%hatfan farces wmil all •trr/ctu►ai c-(/�Uneitt.•are toilrtkai4- f3elaws 4,c pF No I boo pN V Y ♦ 9 4 :.11 �shall ��w u,sc f e� L;*►� I � . t�P�r ,e 1 '�j � A � �' -_-- z --�•- _�_ 1•}91 � w. �, i 1 t�• .�._ P 7 e riot specNlcally eels ix, r✓.t ( lye r Fc 1�iA?2 1 � ! ttl,twe details er s/,ptrt, coi!•truct Ion p•r I `� 1 % \ I • ` ! ` -- _- -- -- ---___..--_. LAP PL 'T WOOID 0/2"a OVER RIt"? *mil rnlrcAD t1:;qcAl jougsPc+' oh+ltar CundltbYl•. •LIY�.I�ct 1 O.C. to revile. by the aroNtect �+ rirgtrtMr J015T AND NAIL W/ Pd s 6 5. �a r I i. ri a ap}gtr«r oral the arcMtsr:t hove not hw+t rotaiew-i w n**" ooA 4 x t ing anti hOki du•r and enCAtt7t belt OR iNST C,L L A35F AT 2 -0 O.C, prt: ride •w�tce• relatYt@ to aanryy tmworary corulrwAlon rah:P&Ondrits, 1� ani 1Zp+l dlirtwrW a wafer ed as 6 i coral.ems such as erection wethode,bresing sharingVoch s Ir Pio ��ir tf 1 ` li"?��i, ,I r 1 ��1�` I ( 1Yr11 'I �'r, 1 I � i� r! I •' o• Mia at 12 co-*% Pt71d, limas• �, �it►tOrW1a0. r• I onrrrork, or any •b►ety rstntsd itetw iii','. ;... ,. �,,,:,,. 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All awrtAr .►>all r + m,;,a�t by att+t nl�Ftl mean• arty I r�r _ _ _ _ 3 We'd wire rataic sh6u cu.trorw w r�'r1 lap ori i tr►+ell EX 15T iNCs 1 x 12 LEDGER -- -c- -_ .-__�- �-x = - - -- - - �.: -_ __ be C"Wolid for 15 kx*w cover to top of *lab PrOP�� tN ccrtate no"ourer em. l m twnemwtt U f il'tove •re W root pe►wItted 4 All weber *hell be faLvlcatwcj and plecet. 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Ir,Claldlny •, xv cktfl. If appropriate. bar 24 tnc►}es SQ1J�',5� BL!'GKING �' arrd other co►+cert dted loads ()rvm •hoer Walla •hour+ on the Lap all kers 24 r3'nwWgA Arid r"_srOtrttaid pl,.,rt md'le•nInWAN at spIWAN. J r`'r, AT BASEMENT INTERiL!2 2x6 uJ�•LL "' INTERIIORp2x6 LJ"4" TF,e manufncturw t►hell I all bk-'ctrl lar. >e :4" 24" baro to �N�tchtioriz<Aitai bare at W `J FLC..OR ONL T AT LOWER ;:LCOR AT _OLL'ER P, 00f2 brldgir:j, OtC, rOr a compl�:tu lura; *��Iffeners, ail -.roll«♦• and InterseGtforw. Q r�n f GrLt1ED-LAMINATE 1't!`AtMMS floe c,ar po*itlonws for ell vwtWal relnrorctn9 0 V / 0 1 All :jluia-lanlnelreld rrr r• •►tali br Douglas Fir 2400 Flo P 3tewad e^`1 ' '"�'.ad ma^•+•r t Lm.to tr If bo �r,_>t•x�ted rr,W l ' ♦ V)1WOIN *V'A-a c,,.-+mbtr-itton 24-F-V4 for e1wr,s .Fume 24-F. lege ' t .B (':r "nt aNvr• C)FP':>F, Vtsue'!y csaaIJ Western -+-pmitss t�r/r ae hill In UMG Table 29•C-I 9. 6pec1e1 Inspection 0'r nc,xx,oaY,ce with fJ®(- ji," (a) 1 10 LL 4 DiA. X 91' \� 2.haft 1>0 do•.ailed o"act ADC) p Micwtp c-lenw. Or Narallan• CrP9tGiN_ IN�PE.rI� (� 6x12 P.T. LEDcsE�? WITH 3� " BOLTS ® 8" O.G. BOTTOM, 32" O G. I`�� .+,.il I>. ��r.n.VO ►v r 5 psis no.rrlr",Irt9 L%%> (n _ •trta••ettt fb :bar psi,Fv 2185 pal olid E 7r t•W7kX7 peI ! e ' m fi��eClAl Yfaptsctlan io nJt r•CIAMttrd on _,:rx�ttw warria in thio W Dili CFflGI/S met tctr4• ata till then 204W a-I. ! N ! E ! �,,. r .'� J � i �r�let:t. s+r em�trt• r n < are reclulr0d for ollwr tt-on r,lrtlr_t.vAi r,sA*orrs fGP, EI�O}cIEL� IiJ''G �,�" A. x -� '� ' I ' 5� _ � I �"''� T1,e st.nArtnral 919vttmer will ry9„rrs *pxlel Itip.x:•tt.:M M Z -40L ES i.UiT1-1 $IMF'Sc'?iV ET?2 SYSTEM � I a,zc«dar>r,d wlu,qac tem 3c* ,;tt.r tom.t•„M--ter•, .�tt the roflowity tw"o of work. - mot•etdtrs,t. it co•+caedte • etrt► ctarnl wa^vcl oar watit Ph r C..� t-- i = _ __ �- = 2x vEt�T.CAL �, I FLR ,dS T 5 < 1 I! SOUS c-I-4 BLOCKING I NEW Ib" TJIi50C JIV 71 11 ti- Lvi 4T BASEMENT O.C. - l-n I EXISTING FLOOR FLOOR ONLY l --._ - ._. -- -'- i A , I � ee1 title I WALL PLATE - -� DETAILS HANG J5T5 UJITH I I _i .... S IMP5ON 'IM 1~ I -TJ I F3L CICKINCI —.. ___ Y __•.� I EXISTING FOUNDATION ��- I RIM JOIST . . .. 7777 ..�. i VERT 5 Aproject n o. VERT �u ,.aH BLOCKS NAIL PER r�F�, 9-1"D:6 2x6 STUD i1J,G.l_L 4T 13A5E^'tENT, dote VARY WALL HE IGNT FOR Is" TJL TMJ5,5E5 iN Af;MA SHOWN. revised Q 4 NEW FLOOR TO E >00< 15TiNG; �OUNDATiONh s eel n . I o , 55 D3583-05 u f 81 x • JOHN W. PARKIN 11511 SW Bull Mountain 11 of 57 t',MrtULTi1f0 CML Al!{I tITRl1CfV/11aL RMCiNf.lR .�•,Y t ' np + r r' d d 0j' 1.�,J+Yt, ` ��w,, � �M R�:� t t xr � ,� t 500 V SHIt3,T]N.STRREEIB1P 95-0173 MEC 95-0150 �� (1T9J))) cX9411»--1833714!! ,I- r n rt,5�+1 r ,. ��' i t i. _�{' �i•ritr` "r ' r . ➢ 1 +�;..-7.777.-..._..�._ -- .__._..,-. ._..__..".....-.._.......-.,..-...._...._..�..�......_,.-.... •a � rel. .. I I, y .(� � ,t '. ,tj •v.�hi-�rs.a. ,. .�• -+. ... .. • .': .... _...-77.,,7„7,_ «' -- ..res,.-••rl.�wn.r•:.'w•+w•...:.+».,«,». •+r...•, ..., ....,"rr,sr•.,:..w.. . ..,.. ..,_........,•:...._....-.....,,...+.,.ilru+r,..•.». «...,. _...._....., -..rr.:..r.-._..._.._....,...•-•,•...,.... �.. ;r i o' t""""""#��;;;.��++FFFFF. ,}�'' S�� t. �r s �r'�t,.. ,M�.. �.. Ill. �� 1.. ,i ,i �J✓1>• ,..•,r.-.. ...,ayAr,y.,,,,•,r�� ___�_�."�—'--�"'^---.. •,.....�r•....++.•.•,►ar•,.r.wl+�...w...e,..._.,•,.,.. ...... _. 5..:- ,,,.. .,..�,.r......-.,...5......,,.,,.i..,,o....•.. ..r., dr`'r� r , IFTHIS NOTICE APPEARS CLF ARF!:THAN THF. OCT 51998 DOCUMENT,THE DOCUMENT IS OM MARGINAL QUALITY. MICROFILMED i III�III�llljl MARC i�l(I�I I f�lll�l�l�l�l{I I�Ill�lll�l�l�l I�I�I�ill�l�l I f�I�T�!(1�1�t I i�l�iil�l�l�l i I�I�I�I�1�1�1'I 1�1�1�1�Ijijl I I�I�I�I�I�I�iII J III�i�l�l�;�l I�I�I)111��1! INCH MAGE 111 d1111A, -_ � ' �IIIIIIlll1!IIII111111►111111;III!IIII!►n11utlliu1111!! 1111111! !1!1!!!11 i!n!!InI!!!!I!!n HNlllitllttlllilt ilillllil (I11ilutltiltltittl►utltntlu!tlnitlinlhint�tttNlnitlltlnn nultlnitilthlll lttliti'• wtt�nst tttlllttt ttttlttn �tnhtn mllttn unllnllnnitlulm _ n 9999 A ie k 14 F JPC , a r -i •; 1FF1 I ♦ 04 "•" 0r. H rlZ 2x!0 P.T. PLATE P.T. PLATES °� -� (RIP TO BE rLUSH BOTH EDGES) 1 EXISTING FOUNDATION y,Buc94; ' 2 2x VST. SPACERS AS REQUIRED ` o%m ` - •4 70P I COVER 2x6 P.T. STUDS • ib" O.G. WALL ,,�" O WEDGE 4NC,4OR5 EMBEDED I EXISTING FLOOR hH W. r j o- ow w "O" OIC. WHERE TOP OF FOUNDATION 4" MIN. • 2'-0" OC. 1 1 /� 64 a 36" O.C. �1 "I SIMPSIT HANGER EXTEND ABOVE FLOOR I I HANG NEW FLOOR JETS WITH I I --- -----_ I 51MP50N 'MIT ( 'TF"021b'-) I I L f t I �)� • °d" OC. -- - - - + SET JETS IN - --— --- -- T ANCHOR B s� S DIA x O.C.T - 2xb PT. MUDSILL WITH • 48" .G. (WITHIN 12" OF CORNERS) 3` ANCHOR BOLTS • 48" O.G. ADHESIVE 6ED f UNLESS SHOWN OTHERWISE 0 � �,/ (WITHIN 12" OF ENDS) 07 PER MFG, $FEC. �- L V ',F IR NEW ON SHEARWALL SCHEDULE GRAWL SPACE 1 "I CRAWL I , " b FOOTING IN FOR IEW 4- "4 LONGITUDIN L W UNDER PIN FOR NEW LAPPED 15" W/ 04 ff OPS • 12" 0 j HOOPS �V►1L 04 . 18" OJC. F.T. U EXISTING orcnlect : plonner - P . PLATE WALL NO e.le, TM," -11��u PmnoM Or"m 97269 Pion. x.�we� s--- -r p 4' 2'-3" 18" 18" 12" 7--if" OI OF � )4LLLJ C� 18" 18" 12" LY 18" 1itfl " " '/2" DIA, x Ip" ANCHOR BOLTS • 48" O.C. , -- ' • 48O.C.g' 4'_6° 15"(WITHIN I2" OF ENDS) — _5'-0" 9" 4 / - 3 - 04 CONT. 7 >� '� ' NpA4TION UJ,-LL .5_ GT(ON - NO SCALE. ---- --- .-..----4 2X4 STUD5 • I6" O.C. ZQ Q FOR 2 - HR SEPER.ATION WALL > 1YOp�►1 B SEE DETA!L � I y � . . W'HEN "H" I mU !_xCEEDS 2'a� M, VERT. USE •A CENTEREDIA • S" E . WAY C,) VERT. 2x BLOCKINGo i O11 b SHAPED -- - - 7 0 a PLATT I JC) 3' I L4 c ' 1. � o VERT. 2x12 BLOCKING E'd • 4" ,ro - .A W �xb erUDS is 16'k O.C. I , ,., , ,4L� �T�N W ® WITH 2xro P.T. SOTTO!'! PLATE 4. 5 n ND DBL 2x6 TOP PLATE _ BUILD OVER Z W cu - 3�- -- - - -- - - PLYWOOD SHEATHING--� SEE ARCH. d A- A35F s 24" O.G.' 1 - U26 BRKT Z '4 Uj I 1 `- EXISTING ROOF SYSTEM `\ CUT OFF AT FACE OF W4"-1 0 2x6 STUDS • 16 O.G. EXIST. PLYWOOD SHTG - X11 EXT. FACE OF 2x6 WALL BEYOND \ 4x8 BM WITH / TH 2xb P.T. BOTTOM PLATE INFILL OPENINGS TO MATCH II I --- C] _ 2- •4 CONT- ;, AND DBL 2xb TOP PLATE 4 NAIL NEW 4 EXIST. SHTG ll I - 2x10 FASCIA Q V T 2x8 JETS • 2'-0" O.C. PER SHEAR WALL SCHEDULE. II I ' " r Ex!STING 2x4 WALL ' / ---SIMPSON CCOI 120-06 - -- -- PLYWOOD - FLOOR 5 JFF0F7 �� SjEGTION SOFFIT 4 eLL sheet title r T5 4 x 4 x 3/I6" jq z c..�7 DET,41L I DETAILS 13 H T1--ICKEN SLAB N � - 2x1'1 SLOGKING - __- \ T X IL 04 w W z - 12" WIDE x b" MOWING STRIP -� U " 2 - 4 CONT. 3/2" T x 10" A.B. F / iti PLYWOOD SHTG � I � _`. project 110 . ��' •x 4" O.CP< WITHIN/1/2 x 10" A151'-0" OF ENDS / %/ RING GLUED HANK B ro 4 NAILED CIC. t °6 date t 0 + / •a TSB 24 _- _ — _- - - 04 x �f— le° �—,-- Q '•-- �------ — revise d CONC. SLAB 2x6 STUDS o 16" O.G. 6171 f MIN. R-5 RIGID INSUL. N ' WITH 2x6 P.T. BOTTOM PLATE 04 •4 • 18" VERT. AND DBL 2x6 TOP PLATE s-- r- - - t - -- sheet no . - - iEXIST. GRADE 2 - '4 CONT. - --` EXIST GRADE 3-11 Y1 DONT, VERIFY I FIN. GRADE - D3583-06 of FDUN�4 JOdN W. PARKIN TAM1TG nmr inn rnnmut "" o""ewND. A r � — Z,- 5(v, w umlw, w S. FEY (366) 044-0378 11511 9W Bull Mountain 92 0l 57 VNlCON P. wn M59! va M (,Im) 594-13 BEP 95-0178 MEC 95-O7bp IF THI3 NOT ICE APPEARS CLEARER THAN THE O(:T J 1998 DOCUMENT THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED IIIII�II"°"IIIIII�IIIh�pI:�I IIIIIII�IIIII I rllllll�lllll IIIIIIIIIIIII I IIrIrI�lll I IIIIIII�IIIII I IIIIIII�IIIII I IIiIIII�IIIII I IIIIIIIIIIIIIII i IIIII�IIIIIII IIIIIIIIIII�II IIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIu IIIIIIIII IIIIIIpI II!IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIiIIIIIIIIIIII IIIIIIIItlIIIIlllll IIIiIIIIIIIIIIIIIIiIItIIIIIIIIIgIIIIIIIIIIIIIIII BIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 11111111111111IIIIIIIIIIIIIIIhIIIIIIQIm 2 4 X N1/4C LEGEND V� AIR FLOW DIRECTION -- SUPPLY 7R 05A DUCT SECTION Q`Q PROlfS ROUND. RECTANGULAR RETURN OR EXHAUST DUCT SECTION w ROUND. RECTANGULAR - 4 BUTTERFLY VOLUME DAMPER, DOODLE LINE, 51NGLE LINE t'(j�-7'n� 2►�C DUCT 5 FOOT MAX. LENGTH DOUBLE [FRES 6/70/95 DOUBLE LINENG . 51LE LINE RETURN/HXHAUST GRILLE SUPPLY 41R DIFFUSER WITH THROW DIRECTIONS SPIN-IN WITH VOLUME DAMPER ,,, Q• uwnw ELBOW WITH Tt;RNING vANEB /t � �` 119101Ii0710p10LTIMy1C -�t�- IssU 1rp7> -a4o ELBOW DOUN ow�WITH TURNING VANES r Q, ELBOW UP WITH TURNING VANES / a+O R 'u•11 _. ...- Exi5TING DUCr TWORK lg / B: A W. WV�1{x e• :e — o--' V4L VE v Na " 610 �rU+�45• ��IL� r - orrhdect planner ird SIO N -Porton0, Oregon 248197209 088AJLREYIA ONJ 8'• ROUND DUCT CIAMETER. INCHES p+� *R I:xS RECTANGULAR DUC- SIZE 'NCHE5 _ � aW CEILING DIFFUSER, a WAY ?g r +b B . 3W CEILING DR IFgiSE3 WS' ZA1+� / O LJ 21LV CEILING C'IFFUSER WAN OPPISITE / i 0 2iUC GEIL INC DiFFylSER, ? W4� COITIER0 - IW e GEIL INC DIFRIWAYBy ER � WAY � R "k e., .,g 4 v ExH EXHAUST GRILSE � R < 6i �y`R T RETURN GRIL_E l°r /a +� /i+� cy— Q /� R O FLD RJSABLE LINK CAMPER 6+,� 644-D C0MDNATION Sr, K 4 "ABLE LINK DAMPER T r HSW NIGH SIDEWALL GRILLE Bi 0• �� / _,\. `O O,p/� 4ic � 1 U h , LOW LOW 9iDELLWLL FLR FLOOR GRILLE -� r5 7�, + � V SYMBOLS _ �R� J Q OROOM THERI'IOSTAT l ''•, Gq5 �Q qC�'�pIrr� / N I J Z i % / LLI _ S WALL SWITCH OR SPEED CONTROL O h- ��'� r/� / G gr / / Tc tIhIEGLOCK j �� (yr �-F�� ` ® SMOKE DETECTOR / i / ti4 0R� 70 Gy . 6�ac�y Orr rOVF �i / . 0 " ..\ W J 3� /VC Z Aa C31M AIR OUTLET SYMBOL, ARB• NECK SIZE t79•I uaCF < rrogrr �� J Q W m GENERAL NOTES Z a �gpoy r/r,�-- -_ - -- +� \ g o PROVIDE FLD'5 !FIRE DAMPERS) N EACH GE LING DIFFUSER \ "'�'ip + R c; '�+� f BETWEEN GRIDS d 1 C PROVIDE 50�-ATTENUATED -�-IEETMETAL DUCTWO \ \ 6� Q cf) WHEN EXPOSED IN JANITOR STORAGE RCOM5 �\ \ % \ Al ALTERNATES ALTERNATE 03 \ 1 '',I sheet title MEC;f4ANICAL BASE DID: PROVIDE RIDERGLASS DUCT BOARD DUCTWORK IN \ /r4S R LEVEL SHECONCEALED SPACES. UNDER ALTERNATE 03 PROVIDE INSULATED LOWER\ a 4� �,N ®:p � LOWE ETMETAL DUCTUIDRK N CONCEALED SPACES I < � r r/ - - - --- - - — �e�/< project no. - — --- 949964 date 4/10/95 revised sheet no. BASEMENT PLAN of —'IOTOTAL• . r-o• — N 11517 SW Bull Mounleln 430157 8UP95.01 MEC - MEC 95015050 IF THIS NOTICE APPEARS CLEARER THAN THE OCT J 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED � � II�I�o�llSD �llljlllllljllllllllijlllll� I t1fIlI!jIIlI�IIIIllIIlIIIIIiIlIlIIlIlIiIIlIJIlIlIIlIIli IIIIIII1i1I11I1111l1111I1IIlIlIIll Iljnl ll ImllIlIIlIlnljIllllllllm1lhluldnutlnllldlu�mlIQAK% � lilnlllllll lnll . I IIiII ,I 24X A ofd psi ' � f 9 ! 2 A, E"IS 88/30/95 1\ r 7\N / i PO"W2 ,@ /0° `�, �i � �001�LTIWIts IiG S ! ACT (eek 020 - i � 0 /0-e 44M architect s p(onner 510 N.W. Third Portiond, Oregon 97209 Ph"* 248-1088 I [- _ � � / / •,. � �. til__. , ... _-.-_-.-- _. - ..._ .._- .«_�� \\\, •� / ' \ \ z 'e a tri, ' / \ \ �' ? LA J !c \ Ilk / S 4//'� Q r �S 80 yd '1_ ` � �'e G,� 'CPQ`► � � � '� - < lkt 0cy- 414 °�cr ►, rid ,► -- � O J Q LA- Q Q d• 00r +I ?y8'I 'circ t• sr,, j j / ?�/ Li ./, _ O O, <' 'P ' z 6-0 SA;r • �{\ lam` + �� / G ��`/1 \ /� -0110 �.\ •A',`•`( f /S� 10 L.Li CL 0 bo QAt ° a '@4.� 6, _ ry ` - ,�'. w Qa 6.0IX)�„ rj S��r� ,q• ,� yrs y� + LD _GJ +ti 14,0 ti\4�1� d �•� r 0, / L I 0 ,p, 70 40- 0A +6( s• F %S +� 10 Sheet title MECHANICAL "AiN FLOC R ___ __ / _► ,l,/ �, ( PERMIT REV. r •• •I ,I � project lT /y date 4/10/95 revised sheet n o. � 12 MAIN FLOOR PLAN of TOTAL 11511 SW Bull Mountain 44 of 57 BUP 95-0173 MFC 95-0150 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. iiMICROFILMED 11� III11► i+�► ►llt►�i�i�il� 111111111l 11111 hilliI I��;�� , i ��ll��l �i�IIII�I�� I IIiJill11ii1iI11i1l1l(11Il� INCH MA" IN CHINA II►Illllllllllllllllllilllllllulllill;IIIIIIII111.111111!ilnnlnn lu(!!(I( Illill(((In(il(n!Ii(nlnilliu!!!ili i!i!IIifili!ifIIiNliiliilLlIIIIIII!I!IllilllilNllillll(illlt!(Ii!!iI!IlIIIII! I(IiI(lii IIiIiillili(IIIIillinlllll(il�il�hluhlll !ulhnilulilnninnhilili(iil:(nl!1! EQUIPMENT SCHEDULE m N - _ A91S OF DESIGN -- PIRO S WFEq J� NNE D' GAS ES `� DAY 4 NIGHT 2 CFM06' ESP 3/4 HNP EACH TWO 383KAY0b0135 ACITY. NATURAL GAS. EACH. PUT, 101 MBH OUTPUT. 8011. AFUE OVIDE WITH PROGRAMMABLE THERMOSTAT PROVIDE WITH MOTORIZED 05A DAMPER START F-5 FANG WFrEN EF.2 OPERATES I NIGHr MODE OVERRIDE OPEN MOTORIZED DAMPER WHEN TR- a EF-2 RUN DORES f,/ 50/95 -- - ------ �—.e._�� F-b GAS FUIay.AGE ----— -— . I IWO CFH a 0.5' ESP. 3/4 MHP DAY 4 NIGH�� HEATING CAPACITY, NATURAL GAS, 383KAV060138 135 MBH INPUT, 101 MBH OUTPUT W% AFUE PROVIDE WITH MOTORIZED OSA DAMPER 4 PROGRAMMABLE THERMOSTAT OPEN MOTORIZED DAMPER 250 CFM, MIN. OSA pI�' QDAY' CYCLE ROOF MOUNTED EXHA�USt FAN. DIRECT DRIVEN --- - -- --- 100 OFM • 0315' Sp, 1/b MHP GREENHEGK G-120 EF-2 I ROOF MOUNTED KI'CHEN HOOD EXHAUST FAN, BELT DRIVEN -----' GREENNECK CUBE-I60NP a»o ISEM CFM 15 SF', 0x.5 BHP, 3/4 MHP EF-3 CEIL INC CABINET FAN WITH BUILT-IN FLD GREENHECK BP-108/CRD EF-4 100 CFM • 0.15' SP, 31 WATT MOTOR EF-5 24 BONER . ar0tteet • Planner 510 N.W. rhvd -- — - Portland, Oregon 97209 EH-XX FAN FORCED ELECTRIC WALL HEATER Phone 248--7088 WATTS IN KtU CADET XX • CABINET FAN, pIREGT DRIVEN GREENHEGK CSP-110 I` 1500 CFM 0 0325' SP, 550 WATT MOTOR 8.0 SONE PRr'VIDE WZITH 15ACKDRAFT DAMPER INTERLOCK WITH EF4 1 F-p 0 0 0 O Q T— D D O _J a + a 6+�spo�� Q O qr �'� kfs r 4 °T LJ ( Z _ r i W a- Q LLJ / tit 1 Z V) M Q Lx.l m \ 10 ( Z Q F-- u \ Q (/I sheet title MECHANICAL UPPER FLOOR PLAN nPER„ REv. project no. 949964 \ date • h %!� 4/10/95 revised sheet no. 1� 3 EXISTING 4TTIC / CN_01R LOFT FLAN of �\ TOTALve . I -o• — -- — — -- N 17s77swsunmo 't.ln ns of 57 MEC 95.00170 f50 IF THIS NOTICE.APPEARS CLEARER THAN THE OCT 5 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED SD Fiji Ill Ill lil yl lihlal�l�i = - —� ��- 24X IIIIIIII IUIIIIII IIIIIIIIIIIIIIIIIIIIIIII{IIIIIIIIIIIIII IIIIIIIII IIIII011 IIIIIIIII IIIIIIIII plllltllllllllllll Ilglllll 1111Inu11ulIIIdIIIIIIlll1 I0IIIIUIIInIh 11utlInlllln1111II mdlm nn6m nn6rdnn6m nulnu nu6m Iudun,nnhnllllnlnmunlnu111 a 1 b rt PRO PR Or " jl } • � � 1 t"IR AREA + SEPARATION 8'# FLUE ) + aR M•N T SIDE AIR DUCT ! � ! EXPIRES 6/30/95 TO ROOF GAP FLD I V 11'x ��'� ��/ 1�,,,_ `-•. 6 4'sFLUE `M4 �, \\ i/i� �.....-r '� �.-..,may_` _'! 1 '^ �.�/ FMC 1 � � �`\ ..:� !`' { '�� y , I' A5 M < 6'# FLUE �., aw f1RY1 G TO FURNACE C ,., �'' �_` , PON it ._\•\ FLD all 0mw00wLTmmW. 7 (_M4_) (5w) 2w n fAY ((1 oleo �. _ � ! � � s�::.•._._r:�c:�z.s::�sazrr�:• ,...�-. / �114 ♦ 14'# •' ` s.,\,+w �., au ....d1 �aaauK � I F C � • � FLD i � � .-%+�►"'�" 75A4AFT I1 ."asa _ - w ICITGbl t ( ' I NR FIRE RATED ; . ' i ( !CXMBUSTION AIR DUCTTERMINATE ABOVE IN5ULATION architect . planner I 510 N.W. Third Partlond, Oregon 97209 y, b' OVAL FLUE IN WAIL _ _ _ I I ! I { 1 u Phone 248-. 1088 i t I1,4 r (mai$ To F� I � ► ! i I 1 � i 11x5 COMBU''TION aIR DUCT IN WALL .._..._.- �'-w M.zxtq{-•�'._ _r .iylyy7xae sasec*sm.�ss> asrts-•-.• ,,;� , i i � I , �• 1 ,. :'.T .39"�....Z a.•><aLL3"l�h:• t:3...«^ :aR4.2�al�- r..=_.. _.. _. - .7 _ C !Y=:.• ••_-•• ! I'V]Ci:':S_�'1:/t9RsR::.it�.•.• :SL2"....1 S"-J4>:T i. tiT_5:.� >�J: _ • � 1 �..'�� i9R:1�-._-iiF.. � �[f�JQ•� � y �//lJy�•�� ,, 1 � c�u.7WJ9t. «.C_1.- � I 1 - ..._�..... ..__....-.____�.._-.___ -.•- ..- .-...w..._.- .-......-". .__._. _... _ ..«.__ i•--► -- ._ ( -..w�� ...._. �_ «••��.."�._ ` 1 r a •- �� /• � w•.iy. ,.7YC� MN � � I ! r _-�. tat�.i�:►-tsa:..--..F.._..._s.: sifr..s'Si'L'r++ic�Pb[�sr:.��i.-«iOipOric•.�-a,.tyr ! _+lans.saes.sRra+assa e..raaarr -.4 -- _ .:ss.s�:_s'_:awssyMrt,avlr♦ v�sxu,z.>r. 1 1 � ' ` .. .a- _ra.+.at•.,aas-z'a'rIu1L4a.s'u -ayes.-tMal:s+oe.trsa7a►lsss' w__. a, a�usa ��wr.si.ls•.mri s�o...+as.wyears.�ms.x. �� -� _. ...._. .«� ... ._.t_-._._. _ .� ._..._... .__-.. �_.r ... ._-_'_mow.-... .. - IfI g.-ss.wayi,w�a�. �.i'�..MI•�a�M'_ lot 1 li i• FLUE 4'• FLUE 24' N N II ! It 4'• F --. 1G PLEMM (' U i ?I ° i I'xI0 COMBUSTION AIR r i, I OPENING WITH 1/4' MESH ' SCREEN a ' El ch ..�"_.-._...� . ..-. ._. ......... .._. ..�;�_-._, _-'..__ r ,, - . .. f •,_.aa_._ a. sf.;,r._,s: :rs-.s- ...isa cv.bar.t,-ss y.rvr y.�:e..xtGr,_�, x.•�a_s..0 s�. ararcarti.a.saa'.ax.•�.a.-aattr�¢nsZ•__ •1 ' J ! TA10 C�O�MBUSTIL-N AIR C� 4R0004+ FLOUR SPACE / { • I 18x10 5E►41NC, IC a bxkD i:xIC BE►a'ItC' O .___I Q t_L._ < 0 5ECTIoN A SECTION W o z 1/4' r-�' 8 Ii4' y 0' - - U Q L11 � CL O --- __ 'x [� i _`\ J 0 Q W m -- - ONE HOUR RATED 15WAFT 1 SONSTRUCTION FRC`f'1 HOOG Tc. , Z Q TO TOP OF FAN CURB N27 _ PROVIDE ROOF � LEVELING CURB A3 REQUIRED. \\� [] •— PROVIDE ROOF 5USPEND WOOD .-- LEVELING CURB FROt-i ?OOF r A5 REO�I.tIRED. STRUCTUi'F GREASE TRAP 1 40 r -- NON-COt-113U5TIBLE VENTED CURB COUNTERFLASHING - -� SEAL, ALL 5VES EXTENSION I1 2xb CURH - - / sheet ttitle • Im0U1 VAPORPROOF COUNTERFLi�SNING h e t(t Q _ / I INCANDESCENT LIGHT FLAS►�ING a I t CANT TRIP .,�6 CURS i t IECNANICAL 5 - Ib' UL CLASSIFIED SECTIONS ANIS r ROOFING �7 K1IGHEN l! BAFFLE-T� PE CANT STRIP _ G`ETaIL4 _ • HOOD GREASE FILTERS ROCS DEG1C ` — SLOPED GREASE DRAIN i T SE (ROOF DEGK I LO -� ? 1 V wITN REMovaBLE CUP BAGICURAFT DAMPER ..- .____... - -- 3' UNINSULATED STANf�OFF ONE HOUR RATED 3NAFT \ DUCT SIZE TO FIT FAN CON5TRUCTION FROM HOOD I project no. TRANgITIONB B`r MEC", _./ I CONTRACTOR. TO TOP OF CURB `34592 64 I EXHAUST FAN DETAIL. '"��' date KITCHEN EXHAUST FOOD _3 KITCHEN HOOD EXHAUST FAN 4/!4/95 NO SCALE M4 � NC SCALE M4 NO SCALE / revised sheet no. � 4 of Tc,')TAL 11511 SW Bull Mountain 46 of 57 8UP 95-0173 MEC 95-0150 IF THIS NOTICE;APPEARS CLEARER THAN THF. OCT 51998 DOCUMENT,THIS DOCUMENT IS OF MARGINAi:QUALITY. i' MIChOI ILMCD ! J! I!� !I! I►i► ! I !{ ! II' !Ilii I I�IJIiI�I;I�I I IIIIIII�!I!III! !I ! I!I+;!{ !I ! ! Ii1i� Il1jIJI ! IJiil!I�IiIJI I il ►i►1i�i!Iii I tiliiii'IJ!�I I IiIiIiIIIiIiI{ ! gilil�IiIJIJI II!I►II !ILII{ INCH I MADl� ;� C1ifNA I !►► ????I►II?II►!II!fII{II!!Iff?II!I!!!!ffflll!1I111!iNll?III!ilill II11{!I!1III!1{IIIIIflllhln?1In{111IInfl{In1?nllltul nf1!1111IIIninnlfell!1111Inu{11!IIi11111n1!1111itmlluflf111111nlllnilI ?i?li�!?Illnl?I??�iFIit?fI ;???I?►t?�I?f!!III?!I!nll?IIfInIIIIInIfnIIIIIIInnI`�II�II E(2;E N1..) -- PLUMBING ROUGH-IN 9r1ft*0'HEDULE CW COLD WA'ER MARK FI:xTURE CW NW V W REMARKS ---- .. F -_ _- F FiRE PROTECTION �� - - - -_ _ _ -___ /��Q i�►Ff iV:+TUR<1L GAS e�. /p�, WG-! WATER CL06ET 2' 4' FLOOR MOUNTED WC:-2 WATER CLOSET i/2' -- 2' 4' FLOOR MTp, AGA - - - -- - - NW HOT WATER ( 1.10) pC� F' ke R-- ---_- IR ila'RICsATION q qr'4� WC-3 WATER CLOSET I/2' -- 2' 4' FLOOR MTD, C44iLD NT. / - RNw RECIRCULATED HOT WATER �/ \ 4 U-1 URINAL 3/4' •- 2' 4' WALL MTD, ADA! SD STOR!"1 pR.S,N G,e,OVE FLOOR DR GRADE 6• L-I !_AVATORY ►/?' t/2' 1-1/4' 2' COUNTER MTV, - .c - - EXPIRES 6/30/95 STORM DRAIN BELOW FLOOR OR iRAGE ti,� F+ � C �, � L-2 LAr'4TOitY 1/2' I/2' 1-1/4' M �r ✓ .E�1T CIFOcP 4eCr 7O� cT r _ WALL�OUNTED ,.t, /,� Vr/moo S-) SINK I/2' I!2' I-I/;' 2' GOOSENECK FAUCET W SANITARY WASTE ABOVE FLOOR OR GR.�C fti s,.� W 5M1iTAR'* WASTE BELOW FLOOR OR GRACE8-2 SINK - PREP 1/2' 1/7' 1-1/2, 2' INDIRECT WASTE - - -- �� - CTG CLEAT TO GRADE 5-3 SINK --RINSE I/?' I/2' 1-1/ SINK' 2' NEW FAUCET, RELOC. SINK •co Nc'XJ3. FCO FLOOR CLEANOUT )� CLEANOUT M6-1 I '7P SINK — I/2' I/2' 2' 3' - - -- �1 w - -__-O PIPE UP t•� NIS-I HOSE 9154 3/4' -- -- •- F LEEZE-PROOF ►pir oil [> �01�6LYAftf1>s ilk i w,'r 248 u217 F,%l ('C� J4$--(r140 PIPE GC I DF-I DRINKING Fc.'.sVTAIN I/2' -- I-I/4' 2' 151-LEVEL, ADA UATACI QiiarI0H000 DF-2 DRINKING FOUNTAIN i/2' 1-1/4' 2' ®1-LEVEL, ADA AD-1 AREA DRAIN 3• J G'✓ GATE VALVE FD•1 FLOOR DRAIN -- -- 2' 3' PRIME Jam— {/ - BV FS-i FLOOR SINK L -- � 3'- PRIME, 1/2 GRATE Ba�L VALVE �, _ >>- S -^ J - architect • planner M._ ----�.�-- BAL BALANC+Nus VALVE ''• .,� cr.. / GKv c�+ECK VAL VE 51) N.W. Third r Portland, Oregon 97209 �-) 5WV BACKWATER VALVE Phone 248-1088 4'� PRESSJRE REDuGING VALVE P'TRV PRESS -TEMP RELIEF 'VALVE UN I CN ti. FLANGE z 0 I �- �i � - �38RE`,/I A I i ONS `'s o CTG CLEANOUT TQ GR,gDE �� l GN DOWN r"i1J .�• G7 3•Sp CY_ X10 , < FA FRO►"1 ABOVE . we FROM BE Late, FOC FIRE DEPARTT'1ENT CONNECrl'-0., / I INVERT ELEVATION 1•� cD OVERFLOW RcoF Lpa;N j 40-/ R:: R^<-)F DRAIN IVOR" RHI,JP R-GIRO NOT WATER !C"JMP \ .3�� /. �,�C� 1 p / cr pSC 5_r4TE OF OREGON FFLUr^BIn;G 5G' 14 M 3PEGIALTi• CODE 41 1:/I u T P CAL e ___.J ,ITR VENA- T►•»ROUG� ROOF '�•� Li. O 03. CL 4L IAN, Ac s Cr �\�,C� J► 1,, �j'�, tie �}. '�•sC 1(Dr �-- V ABANDC^ON a• G ` / ,�✓ `'` z CONNECT TO EXISTING F \� C G /' t•k' \\\, j•� / Ll.I 0 +u �E Exi5TING TO REMAIN �4 r� ; rrO �7 4c)Ne v CAP OR PLUG ..--� � '-_ , !�� • Y . I ®.�•s n oI C` RELCATE / RELOCATED r/ �/ 3�/?. � ,),cp / ,�,/p w O4r OX REMOVE ExISTING .3, �� •� ,.•- � 10 i / CrG 0 s ( I ) OBTAIN ''xACT LOCATIONS ANG MOU'v"i SIG NEIGNTS OF KITC�iEN / /?,'�!i )� / r ��8 Q PLUMB "vG FIXtaRES FRCS-t ARG+-+'TE-TURA„. GR.+WINGS. 3'SC O ,` O 9 _ '/ SEE ARCHITECTURAL DRAWINGS r-OR HANDICAP FIXTURE LQGG T IONS AND ►^OUNTING HE1GHT5. INSULATE ALL EXPOSED �•� �' ' ` ' ` \J. /.'• .; ' - � f . NOT WATER AND DRAIN +WIPING EjELOW HANDICAP LAVATORIES `,��*• �: �40 cvl ' C / �?• / AND SINKS. (NSTAdL ALL PLUMBING WnRK SG AS TO AVOID INTERFERENCE '� 1 •� cwM , �' sheet title WITN ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL t• /” �'� >aGlJ�/ / •ajN , FRAMING. 4r aq F'LUMBINCs y LOWER LEVEL �c FL AN (� COORDINATE THE LOCA'rION OF ALL CEILING ACCE55 PANELS �� 4p�,^ ' --� 4� r O/� WITH ARCHITECT, REFLECTED GE'LiNG PLANS AND LIGHTING 's1 (0 INSTALL ALL CLEANOUTS WHERE READILY ACCE551BLE AND AS 4�O , , �` � V PER SECTIONS 406, AN'.) 1101 OF THE SOP-SC COORDINATE ALL �, ,` \ �3r T` GL.EANOUT LOCATIONS WITH EQUIPMENT, CABINET-5, ETC., AND THE to ®N, �\ / '\ ARCHITECT PRIOR TO ANY iT4TSTALLATION. C'9S/ C� �'•, \\� \ • /. ALL PIPING DISCHARGING INTO FLOOR SINKS AND/OR FLOOR rpt h4 C�� 40to rp ✓RAINS To HAVE A MIN!P'tUM AIR G40= A$ REQUIRED BY _OCALk CODES AND ARRANGED 'O PER! 11T EASY NEMC/AL Cr- STRAINERS. 0 project no. c/ �,� ` c ,l ALL VALVES, UNIONS ETD. TO BE SAi"1E 51ZE A5 LINE SIZE e4�g64 \`\ _ � � /� (�� _ PLUMBING EQUiPMEN`i- SCHEDULE JNA E55 O NER'W15E INDICATED ON 6-RAWIAIGB \ J 'SF4,-_`,� --. P _ date (8) PRG VIDE t�110NS AFTER EAGN SCREW t` PE /ALVE AND PRIOR \ 'yq� C , MARK �- - -DESCRIPTICN ELECTRICAL TO EQUIPMENT CONNECTIONS GAS-FIRED WATER NEATER, '15 GALLON STORAGE 11 GIN revised (91 ALL WASTE PIPIW, SHALL SLOPE AT 2+t UNLE55 OTHERWISE /?• C!(� RECOVER'I' AT 100 DEG. RISE. GL458 LINED TANK, ANODE v^ IND'CATED. '4 S � 'S�4t�,p ItOD, DQ.4iN VALVE AND ASME T41' RELIEF VALVE. BASIS CF DESIGN: STATE 55T'15-15NE �©) INSTALL ALL VAL✓E5 TRAP PRIMERS, WATER 44-,3 ARRESTORS ANC c'+aER EQUIP~1ENT SHOWN IN UAL1.8 OR AlaOVE �t_i _ DOMESTIC WATER EXPAN610N TA , 2,4 MAX ACCEPTANCE. - sheet n o . NON-ACCE651BLE GEILN: S BE�INC AN ACCESS PANEL NK BASIS OF DESIGNt AMTROL ST-12 II i PRIME ALL FLOOR CRAINIS AN: cLOOR 51NKS _ H. -I RECIRC. NOT WATER PUMP- 115 v -..___... F BASIS OF DESIGN ! BELL 1 GOSSETT LR 0,eF 1/20 NP MX-I TNEW05TATIC MIxiNG VALVE WITN SWIVEL ACTION CHECK s ---- of G.�H G pp ^ C /� STOPS, REMOVEABLE CARTRIDGE WITN STRAINER, STAINLESS EN iT FLAN LHN STEEL PIStON AND LIQAD FILL TNEFZIAL MOTOR. T"TAL I/8' • I'-®' - - .`` r{, BASIS OF DESIGN 3YMMONS 5-sE0-W-RC 1 1511 S W BIJII Mountain B(JP 95-0173 47 of 57 MFC 95.0150 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS Q:MARGINAL,QUAL,ITV. MIC'ROFII,MEID I�I �I �I�I! III! II W CHINA l i' I�I�I�I�I�I�; I'llil!IIIl� I�III l� l�l�i�l;i�l I iIi�rll+�I�I I I�I�i lllll;i I IIIIiIIllllji I IIIiIIi!lji;i I Illlill'llillll I illll�ill;l�l'I�i(l�) !11 1! illllllllillilii!Iilin!iliiliii►Iii!,!iUlliiillllPillNlllH!lflll Ifiil!ill illillilfiflti�lil(iiillllllllll!lllili Ilillllll Illilllllliifllllli Iiil�'111{1111� ill—IIIE�II-IIIInIIIIII'r111flillllul Ini ill{i � I I�� t�!� � 1 i I � �{�+I I (i iifll,{il 11111 nlll{IIII I ,IIIl1{i11111 ��lIil,illlllllllit IIIIIIIIII�tIIIIIIII„11,11, , �- PRO V 3/4' ►.N;i TNER!`10METER I,YfE,p SEE 5«.+E.ET M' ----- iTl'PIGAL: ;• HW , Imo• F) FOR G,u=) F-Li.:E - � VALVEIq v, __--.. . - ria ! --- _ .._• \ TNERM01`tETER - I I "'� -i�'� I� I/Z- !TIO• F. c�\ 15 E,KPANSION ,'�'J ��ORD U ,- _rANK —�I ��— —3/4' CW EXPIRES 6/30/95 1::'RE55�.XF-IE Et-TP T RELIEF /AL VE ~ o PE T(") SPILL :'/ER MOP S,N< WATER 2' CW NEATER "He DEG. F- IU %* IFIRST TT i- G �JIJF'QL Y ( POR�i�oi2a SEE SWEET MI 8Y8IEItI�1 QOf6t�.TA1R8 MC. (SL5 148-0227 PAX (503) l*-0240 C'RA IN VAL VE CQNIACT (WOW�10� -� LOCATED FOR i + � EASY ACCE66 FLOOR // "( ► architect • planner AT ? SAT Q l,Ul - 1 ' GE T,4 I L. 510 N.W. Third Portland, Oregon 97209 .- -ICaRAMMAT I C � � � Phone 248- I088 ---- F RST 5110 NOT BEN+NC WATER HEA'T'ER %/ %, ,�� ~.,, y •,�. -� LINE CONNECT tNG i POINTS OP 5LFPORT 6' MAX 0 o FLEX-BLE WATER ''i \�\� �� / , �� LTJ -i' X 14 GAUGE - CC"eCTICN6 `.`��I, ` \ I Ckf PEImF RATED STEEL w'LU►"BER'S TAPE ----,1' MIN. , , (.; ;/. ;t•'�►1 {��/ E r_1>iCL ING TANK I ' SRT AND BACK FLEXIBLE WATER � •�, � lI `\ � / / U ICY 1/4' DIA X 3' LAG SCREW WITW FLAT / 1 Q r-LEX!BL.E � \ / / ( � ; I W 0 Z ,. 545 EL ti'ATIONI ' w (1. 0 f, :�• \ ' / aG / .-- 0 4*� � •� 4 . '�Cl- All e. SAF .;� .\1 ,\ , . f.Y, S-EE- f'1E'AL DCu'TSPCUT EXTERIOR 1 A` GENERAL CON RACTCR '4 'C -al*jT" REOUIRED / BUILC TNG WALL / ; ' �; / V) TRANS m ct) CLEANOUT AGCEiv° -----_ ciN/ 3G'REEMOvABLE GROU' 14Z \� Q_ SDR-35 PvC FIFE WITH \�• sheet tale BE�CINLy 5 PN o N ri 6KET —-—GALvAN ZED STRAP �� \ / 8/ �`� PLUMBINCs t ANC44C'REO TO WALL. ti 'UC' FEET r�F CC'ER--- _ SuITAeLE "ar,,WALL <, ® �• �. "'1AIN FLOOR CONS3RAD- OR 0'A vj'MENT -- USE 45 DEGREE -' SLOPE WIPE AT d'% BACK- - TO MIS° IF REQUIRED �� FILL WIT" G TO MISS FOOTING RU�+f:D ROCK YC J ` r COVER PfPF MIN M11M 6' LG'NG RADIUS r41b/ r O © p ro j e c i n o. ELBOW � ��• <qL' 949964 date �• 4/10,/91_�, GOWN5POUT CO'NNECTIC�N GET,411- <� c�• � �� revised SCALE: NONE '�4�` C �Zen-`,-1 Ry/ASL Ll'G sheet no . F,2 of MAIN FLOOR PLAN TOtAL 2 lie, . 1'-0' -- ---- - 11511 SW Bull Mountain 49 o157 BUP 95-0173 ?AEC 95-0150 IF THIS NOTICE APPEARS CLEARER THAN THE oC 1 5 199$ DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. N[ICIi.()T ILR'ILD 'TI �I�II1�111�I 11111� 1�1�1�1 I ISI►�Il�i;i+l I. 1�111�1�1�1�111 I� I�I�ijlli�l I I�I��jljT�l�t I I�I�i;llill�l 11111i11�i�1�1 i I�I ,i�l�l�lii I IIIIi�I 111111) I i�l�l i�lll�l I�I �I�I I� i)I.1 -A.— INCN ' MADE IN CHINA I I l IIIIIIIIIIIIIIIIIIIInll�llllullllll!!nnlllllllnlll�!iilnlliill Ilnllisi �f!Illluilnllllnilllll+lllill)flnn II!+11111 nislllnllllllllllllll11111+TIIIIIIIII+llcnl�lllilll+�tlllllln+ Illllllnhil�litl� Ill�hllsi��llt��►��►��It�t�l�nilli�� Ilhlliilinlllnlllnlllll�llllll�ill►iil; ti PRO 41 I1�!Ell r� �yF�ORD 11 i E�RES B/30/95 C C aaa Fri w C 1 85 1003I19a1[Oxi? F=) 2411-11040 howhop c All c (nA C -- / orchtect • planner 5!0 N.W. Third �\ C � Portlamd. Oregon 97209 C � C Phone 248-1088 / C / C C Z C O c O C C , C1 IY � I Q C O U Q o w p Z LLJ G z LLJ e / ' / \ H'° / Z 3 e Q Ln sheet title �\ LIGHTING PLAN \ BASEMENT / u � CITY OF TI RD ` __.- _.-._ - --- - - - -- ----_..- --------- Apptiwd............ ........ ... COWItIonally Approved. ........ ...................... [ For only the work described In..PERMIT ; j see etter�to Fotlow..r.Lc— '— �� project no. -- -- ----_. ., JobAddre Attach....................... ^ .... ( 949064 I >, By:�� 4 _Dols• a - d date revised sheet no. E1 BA EMEN7 LIGHTING PLAN of ro 11511 Sw Bull Mountain I9 o157 "} BUP 950179 MEC 95-0150 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 'SD I III�IIII all�l Illllll�llljl Iljljljllljljlll Illllli�llljl I [jfl>ll�ljljl I Illlijlllllll I Ijljijl�ijijl I Ijljljillliii I Illjljllljljljl I Ijljl�ljllljl J11 2 �4X Ildun un6m Iminitlnnhn c , �MGtN f SS r• I \•,\��y 15, ��'qq0 RD PE CELL r1CXNTF.D 18' ABCVE ROW EXPIRES 6/30/95 FACINCa NORTH X45 DIRECTEC BY ARCHITECT. - -- U.ECTRC)NIG TIME 5i.UITGH --__-- B'r -PASS 5WITCH LOCATED BEI. \ C � OW T)M E 9WITGN -- � -• / 33 WW FWSV Ak 3ww z V\ MOilJ10�, � 248-0227 0240 4/ UNTACT! liRbR M!� /AI NI-------1 F -___ __ EXTERIOR L;GWTS A- 14, 4 y / / �� A4i`'fE`,�, urc- --±ect • plcnner XT i /</ 510 N.W. Third _ op. Por*�ond, Oregon 97209 E ERIOR L IGNTINC� CONTROL 4 ! / /' � Phone 208-1088 ri NO K.1L! LOC�11.yOV! .Mel N � / \� z LAJ cy- :4� 4/ I " Q 0 /A - / :17- \. el %4, 40 Q << G CL cy- w Q Z Ab• 2 LAJAf 0 Az- .1 sheet title 1_IGx 4TING C3.. MAIN FLOOR pro ject no. 4�,t awr�..y f 9496 4 st � •� 'ksr<c��+'x01� �� date � F'�s�ir�4,� �� ._.._... 'aC� 4rF,�/ /� �,, ------ ----1 / L• f -- ----•- 4- l�'-�5 ski�� revised sheet no . ri4IN FLOOD? L 1(1I4T NS PLAN of N � 11511 SW gull Mountain 50 of 57 8UP 95-0173 MEC 950150 1` IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MICIZOFILMLD CHOIA IIIIII'I IJII II I►III!Iljl IIIIJII�IIiI! I'I�ill�l(Ill�lrl l�Ill�i�lll�l I III�Tjll;jl�lll I�IIII�I�I�I I f(llillllll�l I !�I �I�Ill�lil I I�Ill�l�l,lllll I I�I�i Ili;iji 'I�t�l�l Iji�li IIIIIIIIIIIIIIiII► illllillllllllllll!!IIIIIIIiIIfIIIIIIII�IUIIIIIi Inllllll IIIiI;illllinllllllill1lnnUmll I„Illn Illlll�nillliliclllnlllllllU111111n111►IIInII;II�Ir�I1,fill 111111llt +I►Ililltlli��l�I�c flll�lll; Illlllltl lirili�lr !nilrr�Iliiulitllliilllllilhln�IIIJIIa tit ffq 9- f5.15. \9 (FORD Y.� EXPIRES 6/30/95 i / --.T.. - - - 1101dCmICCARlTN11D IIC (]411 ➢.FNA {4 11931 21FONp pNnM4. 6�m 110fL _n4ect . Planner \ 510 N.W. Third VorPhon 248- 1Oregon 97209 88 • / Ph00! :�- 1088 / z / ILJ i C] a :D / i U p _1 a0 1 a CY LLJ Z / z LJ 0 w �f° A "bT ! C (II 70:b 41 Vi /� +',•ter, \ �� ! // F•— Lr) V / sheet title ATTlc, Roca / POWER PLAN project no. // \\ 049964 date / \ 4- Z-99 revised —� sheet no. E ATTIC/CHOIR LOFT LIGHTING AND POWER of 11517 °,W Bull Mlunlain 51 X157 6 BUP 95-0173 MEC 95-01G. IF THIS NOTICE APPEARS CLEARER THAN THE QCT +� 1998 OOCUMF,NT',THF.IXN"UMF.N?IS OF MARGINAL QUALITY. MICROFILMED i�llll;lll lull II Iihl�l II i Illl�ll�llill I ilillllllllltll iillllljlllil i rl'I'li�t�lli i illllli�llill i Illlllt�lilli I illllil�illll i lilillljl;illll I IIIII�I�IIIII Illllliji)I�RIj z4Xudull uuluu Iln6utlunhr,,uudnn Dulun nnhm nnhm nul.nlluu6m unhnillndlndnD nnhnlnnl6l;l mdnumn6nlhudnul,mhulnndnn nnlim nnlmi nnlnn nnlmun lln�il lullmqullnnhullnumidnwnnimpl;l �Lp PROrF 5�r` Ef 'rfi CORD W �0 �.. � EXPWES 6/30/95 f % nnel Osla OtyLLiAMA R `. ;Yll i•bOj:1 •u 11u, Itlolu A , y tut \ \ architect • planner ! ^ 510 N.W. Tnird Portland, Oregon 97209 Phone 248-1088 /xI,N \ *A1, �J /�� • � ) �� z o LAJ 1..L O � I a D /I 41 �� N *CIO D Ckf , e� Q �`ROF`aCC%, LJ Q sA �s / Z:) W0 Z v� :D m 31 • O c!1 /,^ ! Q V) A Y `kap r0 t?sS sheet title EASEMENT "OWER PLAN r project no. 949964 �F. date 4- IO-95 revised sheet no . BASEMENT FOUIER PLAN of Ire• . I -m, — — --- - - - -- --- -— E``- `� � 11511 eW Bull Mouftu, 52 of 57 SUP 950173 MEC 95-0150 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITV. MICROFILMED S © i�lll�l l;i �; I��allll illl!II�IIIII ill illllllllllll I rlrl�l��ll i illll;l�l;ll�li Ilill;l�lllli I inllli�lli;l I Ilillli�lll;lli I Illli�llil�ll��ll�1� IIIIII)I�II `IIIIAII mdiiu Iminulllldm!Iw!InnhD!hm IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IH!IIIII IIIIIIIIiIIIIIIIIII IIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII !IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIDItiI r• �cANE'F�ss 1. EXPIRES 6/30/95 33 WIN POST / POAR ORTLAND ow / S(eas Oar2z rQII AX �LT11WM Ws CWTACT CLOTOW HOOD architect • planner 510 N.W. Thir4 Portland, Oregon 97209 Prone 248- 1088 -- �` I \ 0 w uf TOAa 1 v�. Ak C) Of Jeo �, F� O 3� �✓�' srF � �� I � "moo � ,r ,r /sT i _ qp -4 � U Q ti riT 4 40 W Cl- 0! LJJ M ve • � \o'er-� ''�.. V �•� - � % _ ;� • �� _ f ``� �✓ � � • sheet title \ POWER PLAN t1A IN FLOOR ' N",, project no. 9a9U64 LN dote \ -- --.� revised sheet r1o. E5 1 41N rLOOR POWER QLI"' N of 11511 SW Bull Mountain 53 of 57 ©IJP 95-0173 MEC 95-0150 IF THIS NOTICE APPEARS CLEARER THAN T"- OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 111111111 Jill I�IJIJI�IJIJI i IJI�I�III�!JI i'lJIJIJIJIJIjIJI !�!Jl�ij!JIJI I iJ1�Tjll�l I I�IJi;IIIJI�t I IJfJiJIJIJIJI I i�!JIJI�I�Iji I IJIJIJI�IJIJIJ) I iJIJIIiJIJIJI I�!JI�I�I�I�i! — 4* i"C" MADE IM CMIMA i � erg IT w �II�II�II�1��1l��!!�►!i!I!!�!!I�!!l;I�iliJ!!!r��!!'J!!!! !!!!I!!!! !billnli liiiliii!!il!lJiinllili!�lnlfliihln nilJliu IllilnllwInn�inlliir�llnlllll�illlllnl�„Illlllllllllinn IIIlll,lllilnllci! .lni!!�! !n!I!�'illlnul!!!!I!�!! !!!!Ilry llllnl�iininll�lulllll 1 i '(gyp. IC /may ��77 (��pp NOTE Tk:AT NOT ALL bYMgOLb D ARE UbEPOWER R �7F�ORD Y.� ♦♦ i}{l ZD yLyt WD ;��T�-1 iLUOF7ESCENT LUMINAIRE LL' P WALL RECEPTACLEING . SLE.DUPLEX,TA1'1PER LENTW SM-SIEXPIRES 6 30/95 �-x FLLOW510ENT LtMMAIRF WALL HCINTEC 'i' > WALL RECEPTACLE: iG, 4-FLEX �—� FLUONE5CENT LU' NAME 8A1E LAMP @ * SPECIAL PURPOSE OUTLET 45 NOTED O ® CEL►G UMNAIRE 5tMACE,RECE55I:D ® W FLUSN 014LOOR OUTLET DUPLEX CCM INATVA,94JAL ro WALL LUINAIRE SWWACE 5UlS:CE OUTLET STRIP DA-EN510N AS WuN WALL WASHER RECE56ED Ql ANCTION BOX 1,we1iq, �Rn ] Q►--�-- TRACK WTH HEADS Lo ATED Ci} ❑ DI$CC NECT SWTCN Fu6ED,NONA*ED 11H�0®lIf LT FC �-� POLE WI LtIIMAIRE9 AS SHOW, $Dl MOTOR STARTER MAI IAI. MAGNETIC.COMBINATION :•e EE r ru (ewi ile-ozn �.wl.el anolo.om ®X a �DE9IGNATE9 LIGHT ON Ei'EIYiENCY CRw!T 4 roTaR CONNECTION DE64II RTES CENTER CELL ON EMERGENCY CNeCUIT TELEPWOkE CUTLET,la'EM TO EASEI'!NT --� —e C2"IT ELL IP. DN. � 4 EXITLW CEILING,W14LL raRRWb AS SIIOIIN/ I,A711 $y $7 WALL SWTCH: 1 POLE. 3 POLE ® ELECTRICAL EGt9PMENT $'- $4 WALL SWITCH: 3WAY, 4 WAY IRWIN ` PMELEOARD SURFACE.REM5KD _ircnitect • planner $'v $T WALL Sill LM VOLTAGE TIME DELAT PENN VENTILATOR A I I7 510 N.W. Third I o rtmnd. Oregon 97209 MANIAC OSIER �-� IWERE MULTI-WIRE DRANCN CIRCUITS ARE SINOLN FEEDING OUTLETS, ALTERNATE ,e 248-1088 $T $ENTRY SWITCH $020211/1 / OUTLETS ON 150TW CIRCUITS E6IUALLY. $Ts SENTRY $WITCH 3D23211,I 3w MOUNTING ELEVATIONS FOR ALL DEVICES ELECTRICAL EQUIPMENT NOTE AEEL DESKNATOR SHALL COMPLY WITH ADA RECAVIREMENTb. d GGGUPANC7 SENSOR SWITCL,. WATTSTOI>ER 12 Z0 0 C> NOTE W VERIFY ALL DEVICE MOUNTINGRI' INFO1gTION Of WITH ARr„HITEGTURgL DRAWB.lNGNO ADDITIONAL 0 COMPENSATION WILL DE PERMITTED FOR RELOCATION OF DEVICES UWICW CONFLICT LI FURNITURE, COUNTERS OR OTHER 4RCH!TEC7URAL ELEMENTS 0 Q 0 r U 2 U 0 J E L,_ Q O Panel PNL-N Mb Volts 120 -240 J CL Ck: Locahcn Basement 8Me Amps ME) W U Z o U Ha- Service P in ITelle 1FelL Seting P 134 Watts 0 Z 1 Lower Level Li him 1 20 1120 Office L„ Min 1 20- 1340 _ 0 3 Lower Level Li hfin I 20 t 120 a Cance L. ntin 1 20 980 0 5 Lower Level Li hlin 1 20 1500 6 EF-1 1 20 528 0 7.1 ower Level Li him -A 1 20 1500 8 F-S -1 -20 — 1 176 Ld 9 Main Hall L; hUn 1 20 1760 10 F-5 1 20 1176 J 11 Main Holl Li Min 1 20 1760 12 F-6 1 20 - 165-6- Kitchen Li Mina 1 20 1540 14 hltchen Cutlets 1 20 1000 Q w 5 Classroom Outlets 1 20 1620 16 hArhen uudets 1 20 1200 m 7 Clossroom Outlets 1 - 1620 18 Coffee Makers 120 1200 9 Clossroom Outlets 1 20 1440 20 Coffee Makers 1 20 1200 Q 1 Clossroom Z Outlets 1 20 1260 22 Coffee Makers 1 20 1200 3 Classroom Outlets 1 20 1440 2a Coffre Moken 1 20 1200 O S ce Outlets 1 20 1260 26 Trash Masher 1 20 1000 F--� 7 Office Outlets 1 20 1260 28 Steam Table 2 20 INTO 9 Office Outlets 1 20 1260 30 1440 Q �T 1 Office Outlets 1 20 1260 32 EF-2 2 20 828 Q �n J Office Outlets i 20 1440 34 828 - 5 Office Outlets - 1 20 1620 36 Disposal 1 20 900 7 Refer 1 20 1600 38 S are 1 20 9 Holl LI =m Lih Night ti 1 20 980 d0 S are 1 20 i LX!eFIal Lighling 1 20 950 42 5 are I PO Phase A 25,022 watts 209 sheet title Phase B 24,580 Watts 205 Demand Load 136A Total 49,602 watts 207 _E—GEND=4NEL 5GHD, project no. 949964 date 4-IC-?5 revised si eet no . DC7 of 6 sw Bull Moumeb 54 m 67 SUP 950173 MEC 950150 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51958 SID DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED II III IIIIII IIIIIIIIIIIII 'l'IIII�IIIIILI�IIIIIII�iIIIIII ililillilllll I IIIItIIjTJ!II I IIIIfII�IIIIi I IIIIIIIjiIIII I IIIIIII�III;I I IIIIII!jIIUII ,JIIIjIIIIIII IIIIIIgIIIIII If 1 1MOMI rM[w aelA� 3 p- -. �s 24X IIIIIIII I,IIIIIII ,IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIll IIIIIIIII IIIIIAII IIIII!IIIIIIIIIIIII !IIIIIIIIIIIIIIIIII IIIIIIIII 11IIIIIIIIIIIIIIIIIIIIIIIIIItIIIIIIIIIIIIIIIIIIIII!IIIIIII111111IIIII IIIIIIIII IIIIIIIII IIIIIIIIhIIIIIII!I !IIIIIIIIrIIllllll !IIIIIIIIIIIIIIIIII IIIIIIIIIINIIIIIIJUn CONSTRUCTION NOTES GENERAL NOTES- INSTALL WASH NUT ON COUNTY ST'D. COMMERCIAL DRIVEWAY ; q0 ?� - - PER PLAN OW-?OI WITH ID' WINGS. (24' WIDE THROAT) W nMy - �1 - `u O I. ELEVATIONS BASED ON BENCHMARK N0, 216, BRASS DISC IN CURB �2� CON EXISTING POWER POLES IN BER WITH UTILITY BEHIND CURB. 6 1 G i AT N.E. CORNER INTERSECTION OF BULL MOUNTAIN ROAD, AND CONTRACTOR O LO-ORDINATE WITH UTILITY COMPANIES AND POLE I O OWNER. FEE TO 8E PAID BY PROPERTY OWNER IN LIEU OF UNDER 3� J - 9t 0 59 S.W. McF^RLANE. - - m - �cA ,-- - ELEVATION " 394.60 0GROUNDING. FU0 u� 0ti JQ0d ^' k'�b06! i SITE T.8 M , PK. NAIL AT FAST SIDE OF WEST ENTRY. 3 LAP EXISTING WATER SERVICE AND REMOVE METER. BY WATER DISTRICT, min by •14'y I ELEVATION " 375.75 CONTRACTOR i0 CO-ORDINA LE. 2. ALL WORK N RIGHT-OF-WAY TO WASHINGTON COUNTY STANDARDS _ __ 1- 1- X_% _ _ AND TO MEET WITH Clfv OF TIGARD APPROVAL. DRIVEWAY ANDNSITION AREA, REMOVE AND REPLACE TO MATCH CONCRETE 3!0 \ nrn r• WW 4S� yt I `00 �R I "+ Q . . DRIVEWAY AND A.C. PARKING AREA. 3" A.C. IN 2-LIFTS ON MIN. B' - - -� I �Sp 2 t 'a' 3EO 3. TRAFFIC CONTROL BY CONTRACTOR. CLOSURE OF BULL MTN. ROAD WILL NOT BE CR. ROCK BASE. I 9 V _- - _ _... . __ _ _ / , D/WAY .14,{? 11 PERMITTED AT ANY TIME. V 4" CONCRETE WALKWAY CONNECTION. '� I i E%1ST "IG L/L *`54 640 . . . . ' ' ' . i ` PAVE ENI 4. TRENCH IN ROAD TO HAVE PAVED SURFACE PATCH BY END OF EACH WORK DAY. \ I-GRAD ^� 6O INSTALL NEW INN. WATER METER L 2" WATER SERVICE TO 375 S. ALL EXCAVATIONS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.57: INCLUDING 5' FROM BUILDING. SEE PLUMBING PLAN P-I FOR CONNECTION POINT. ' 375 NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACLLJTIES ! LEAST 48 BJSINESS DAY HOURS BUT J INSTALL 6a6 TAPrWG SLEEVE WITH GATE VALVE. I I — NOT MORE THAN 10 DAYS BEFORE COMMENCING AN EXCAVATIUN. � _ 6. CONIRACTOR SHALL NOTIFY COUNTY AND CITY INSPECTORS AT LEAST 48 HOURS PRIOR TO INITIATING INSTALL 6" - 90• BEND WITH Et6 MJAFL TEE EAST. I I - _ ',Y m . . . WORK IN THE ROAD, AND POST ADVANCE WARNING NOTICE FOR BULL MTN, ROAD TRAFFIC. yJ INSTALL STRADDLE BLOCK AND ROD TO HYDRANT VALVE. 370 AY ~ u U�W 7. MAIL DELIVERY AS PER CURRENT SYSTEM. .� INSTALL FIRE HYDRANT WITH 6` FLrMJ GATE VALVE. i � 6, m STI --' < -- ---- 370 a ^ - t7DGE OF PAV MENT . . . ; B. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES - SILT FENCE B BIO BAGS ON DOWNHILL SIDE t OF DISTROBED SURFACES. RESEED NATURAL SURFACES WITH EROSION CONTROL MIX AND MAINTAIN "O NOT EXCAVATE BEYOND DRIP LINE OF ADJACENT TREES LOCATED I - - ti "? 1 EROSION CONTROL MEASURES UNTILL NEW GRASS IF ESTABLISHED. `N PRIVATE PROPERTY, LOCATE END OF SIDEWALK AND A.G. RAMP � � � � � - i �L �n r � � n TO PREVENT ROOT DAMAGE TO TREES. "� PRO OSEO . 6 9. ACCES IS RESTRICTED, ONTO BULL MTN, ROAD TO DESIGNATED DRIVEWAY ONLY. 365 . I TOP OF CURB . An. WS 10. WATER MAIN AND SERVICE INSTALLATION TO CITY OF TIGARD WATER DEPT. ST�„JDARDS. 1. e7 UW C 69 360 -_.i _ { I t N . m. 0 04 \ N M• W. LEGEND PROFILE I r I _ P 355 SCALE _ i t _ I _ _ I EXISTING STORM DRAIN LINE f + 20' HORIZONTAL - TEMPORARY 4' A.C. - W - . - EXISTING WATER LINE .'•5' VFRTCAL 1 CdNNECTION SI EWALK_- _ _ _ TO'EXISTING PA�CMENT ;1 SLOPE , I - W - e' PROPOSED WATER LINE 3� - - -- '------ - _ . __l -- I • • . PROPOSED CONCRETE SIDEWALK, DRIVEWA i 91 e0 10+00 10+40 10+80 11+20 r}dp J ; 121'00 122+40 PROFILE - B.W. BULL MOUNTAIN ROAD REMOVE AND REPLACE EXISTING A.C. PAVEMENT ...T 4 EXISTING CONCRETE SIDEWALK 1 A 1 .I ^^ 51 %toclo 46 W ` INSTALL GUTTER INLET -2-I/2q ti PER WASH. CO. R IN PLAN z I .-i r. NO. D-114. CONNECT 6" DRAIN INLET CHURCH TO THEc � XIS TING 6' DRAIN � `3JS FROM CHURCH 10 REPLACE S" WITH 12" STORM _ _ \_'� \, �\ DRAIN FROM INLET TO MANHOLE - = A ROC 04 2 EXISTING DITCH INLET REMOVE i `. 10" CSP DITCH 377.16 EZ$TINB A.C. \ w .p !_-�- 12` I.E. D'JT 375.86(S) > \. R OVE%Q` '1+ ( �Ad4 4 6 •�`i ,f.=• LE. OUT 387.04 (E) � �T � • , 2' f p � � - ^EXISTING PROPERTY- i 2 S \ _ "'� ,,e• IS ( .+' �} UNE . . .. .:. _ f n 00 T Lit: N C/L OF DITCH 1 JAY ..c v. •• i 5a N CI O E ISTInI, , : _ 1 r`.• 1� ' : sJ� �. ,va•�ys \\l T,�G1 __ �2� _� vl �� X i _ ' ....� �.,a ,,se ��: _T _ _ � ��y � ` , - '_ -- - `J ,� .- - 1' `• i.. , ',,;;nt r: _ J ;, $ - + INN i •'sem- `. 0 T _P(f _ ..`yam_- T '_:.� _ - -- - w-v n T- -x f 39 \. Y vJ•.-6^ C.1. \-STORM MANHOLE pIr'P$'1vEME�If. __ `) - F n �';.i. �i v •9 W�x I -._� EXI TING E�iGE - N RIM 358.60 �^3- 9 y I.E. 354.22 OF AVEMQNT�1 �± _ .\ EXISTING 310kM MANHOLE GRAPHIC SCALE RIM 379.07 xa xo m d ,e 12' I.E. 374,32 OIL FXIS TING FIRE -- HvDP.ANT ( 4I rm � I Inch 20 It SYR RrVISION BY APPROYN DATE �'�r DR-AIM .Ii �. ,1. y, SUB777TJq OB 4�` a o1Nff /� ' Z T e c ENGINEERS INC . .,,,� CURB AND SIDEWALK IMPROVEMENTSDwa, , elsos -t _ 3737 S.E. 8TH AVE., PORTLAND, OR. 9722 STREET IMPROVEMENT PROJECT 1" = 20' 14.. PHONE: tA,(g^ �a (503) 235-8795 ST. JAMES EPISCOPAL CHURCH •40 L.M1 FAX: (503) 233-7889 11511 S.W. BULL MOUNTAIN ROAD, TIGARD, OR. 97224 01 OF 3 CXPIkFS 12/31 /96 PLOT DATE: 4--17--95 LTE+. :AD FILET B19U9--1A.LWL; —J 11511 SWB ou 5 0 MEC9SUP 5-0173 MEC 950150 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 SDDOCUMENT,7HEDOCUMENTISOFMAR(.INALQUALITV. MICROFILMED ICi IIIIIIIm 111111111111111111 I I1I1I1I1I1I�I I IIII�IIIII�III IIIIIII�I�III I III��I�I�I I I�I�IIIII�I�I I I�III�I�III�I � I�I�Illli�ljl I I�I�I�III�I�I�I I I�I�IIIII�I�I III�I�i�lll)II . Il rAot w ally 24X minn unluu unlnulmdmllunbnlhmhnlTnhm IIIIIIIII IIIIIIIIIIIIIIIIIq IIIII!NIIIIIIIIIII IIIIIIIII !IIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!I111111111IIIII IIIIIIIII IIIIIIIII IIIIIIIII 111111111 nulnu nuhm nnhnllnulnuuminumldnl)on F ILIt.II FABRIC MATERIAL FILTER USE SIITCHED LOOPS 36" WIDE ROLLS FABRIC OVER 2"x 2" POSTS MAURIAI ` c / (,RILL I" DIA. 1QT�DIP�A4V DIAI�ACN10 PL. I 1D -3 X 2-3 X 1/4 3/B"SQUARE BAR 1 I 3 4 Y1 " lyp X16 I •N `6 3 3,00 -�' 6•MAXIMUM SPACING �► -- -- -r ----. BEND 'TO ' of----_____- t' I ►..-- --- _- FLAT BAR' i_•' ty ` � 'r� �� tLTf Im -- --= Ile F R O N T VIEW _ N _A A I w ►� Fi.�A SHAPk =i I X 3/8A� - - M I_ ___ - SIDE VIEW nG �e L,-- INON-ACCESS � _ - �- �4 -- _-� NIS I„5 .LATCH ASSEMIDLIES RESERVE I_ I -` ` �' STRIP--�`I ,E.,j �,L.-..�.. QI WASHER USED AS ALTERNATIVE Mi `.' �.. - �� - _..__.__, �-��. 6' ��_ /' / SPRING STOP. WELD SLOPE _-- (� •.► w 0 Q URIL.L 11"Of B,*J WASHER TO 3/H"Sp. J+0 SEE DET L . BAR,3/8"FROM END. t --ANGLE BONN EIIf)S OF F IL TE FA Ii "DIA R ERIC !� � /4 WASHER USED FENCE 10 ASSURE SOIL IS TRAPPEI) --- �UUTT AS TUBE PLUG WELD TO ER INLET PIPE a ;AwctlT Exl`;TINt; A.C. © 50 LB COMP SPRING ---r - \ 1. BURY CATION OF FILTER FINI FABRIC DE @I V4' TUBING I PAVEMENT St:AI AND \tel-1 vERiICALLr BELOW FINISHED GRADE. 4 3 SAN(.) EDGE. -nom' �- 2. 2'r 2' rIR. PINE OR STEEL -�- - INTERLOCKED FENCE POSTS. r I FOR LATCH ASSEMBLIES TOP OF SLOPE ---------� I - AT R.04 LINE 1� ._ �• _ -- EXISTING FOG_INE ,,. - ,� •. , � // __r - TO REMAIN x 2" FQ$TS J. STITCHED LOOPS 10 BE INSTALLED SEE DETAIL L / �� / _ __ � ` S(._�3X- I y_-�'"-'� AND AT TACIT ` UPHILL SIDE Of SLOPE. 3/4„ 2"- 4. 2, I - TGF'_ VIEW ! T �W COMPACT ktl_ AREAS OF FItTER FAORI( �( _ _ rn5 IRE NCH. r"- --^ EXISTING 1 - J / - 2" G�. 'G' A.C. SLOPE 3X TG 5% 1 1 FOR LATCH-S OP TL. E. OF SL�It F -' -- - -- ____-_.__.____ ___ __._ r I j w• I SEE DETAIL'S I T /,. LOCA ION VAh ►_S \ 5"-GR. ROCK BAST: 3';OF 3/4'=0 CRUSHED ROCK Sediment Fence FI TI J TECHNICAL GUIDANCE HANDBOOK SECTION A-A - --------___!_ 11 1► 4 GONCREIE MIN. PAVEMENT, MATCH 1Z OF 1• VZ -0 CRUSHED RC � DETAIL S SIDEWALK, \ ``� EXIiTING SECTION. 1.-. _ - Detail Drawing 3-2 ELEVATION 1' LATCH- STOP DETAIL �''-3/'a" CR. RUr,K• �\ � SECTION 8-8 -�----- ' \ \\ QQ 3/g"DIA.ROD,WEI D TO BOLT- CLIRS a GLITTER \� - COMPACT SJB -GRADE NOTE;At I FABRICATED METAL PARTS © I"FLAT BAR :-LACE FLUSH W/ FFR s r'o, PLAN SIIAI I FIE HOT-DIPPCU GALVANIZED BOTTOM EDGE OF CONCRETE. WA•SK C'T CS-30(, -- TOP OF '-''k6 Et_E\/ATION AFTER FABRICATION. Q 5A"X2"HEX.IILADBOL.T,WELZ • kl.. .A. • 1 =�I TO � OF FLAT HRR, TYPICAL SECTION 3/s"X 3/4"HEX HEAD HOLT, ! WELD TO rt OF FLAT HAR. -- HYDRANTS TO BE MODERN MUELLER CENTURION,:.-442 , 6°MJ,5 I/4"MVO, `3 PORT - TWO 2 1/;:" NST HOSE .ONNECT!UN AND JNE 4 1/2" VST PUMPER, 1 I/C" PENTAGON OPERATING NUT,OPEN LEFT, COLOR YELLOW. WASHINGTON COUNTY v 1,1 +�__-._ G -O„A TEE PLUGUEP OSS BEND PLUG OR CAP DEPARTMENT OF LAND USE GUTTER INLET COVER %F AND i pANSPORTATiON 1 BEHIND BACK OF ' ' _ CURB,AND/OR uri•' \�11 h- +"a\ •K 4I BEHIND BACK OF SIDEWALK WA$K COUNTY Na 2'-0"-� I , � - "*.� GATE CIVIL ENGMEER DRAWN APl'!IA NO. a ,r l from F uV� �4 6'd5 10" B 115 -- rCAST IRON VALVE 3"OR I BOX ASSEMBLY , ! LESS tN N 1 'Lar PLUGGED GROSS TEE CONCRETE THRUST BLOCK SCHEDULE ,PAVEMENT (BEARING AREA 0/THRUST BLOCKS IN SQUARE FEET �/ ,- \�' =,� / ,♦. !►";4'I f 1 / FITTNG LEE,SAT •Kr REND oR TEE PwuGED 45• 22 v2• n iM• 412EIWCHES) 1•LUG ORC'AP PLUGGED CROSS ON"LIN HE ND SEND KENO RENO ic'•2rirL!r AI Az 400" MAX. 151 _0„ MIN. 4 2 a 01 9 oz a oI v 01 3 6"a 6" 10 GA. j 6 oz 9 04 0 os r o• 0 0e 1 01 s R/W LINE F � ^ ,s �I7.1 Io 1 oT I os 9 oz o 01 � MESH - DRIVEWAY COVER DRAIN ROCK ( " o UT 9 I 2 Is 7 .1 2 06 1 os : of 6 y - 1 - WITH TAR csnp' R I �6 FLG x - 36 OF 6 BEFORE B, ,_� MJ GV 3/4"-r) 6 0 22.T 16 0 0s.• 04.d oz s A MIN. 4 s s 21 T ac.7 z( 11 9 os.l 03.1 / I "� 5 20 0 20 • 40 0 26 • 1! 'J 0�.0 040 i 6 25 S 36 0 50 T 36 0 19 5 10 .1 05 1 •• 20 ]1 S 44 4 62 7 44.4 24.1 It D 063 1 24 45 S 64 0 107 64 0 74.9 if I 09.1 _ ABOVE BEARING AREAS BASED ON TEST PRESBUkE OF 150 ?S... AND AN I B 0 o I AI.LOWABLE 501L BEARING STRENGTH IF ii30 POUND PER SOUARE FOOT TO TYP. 01 ''ANAL FOR COVER DET. RECESS IV-x h' ALL f✓�% ,I, COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING I H SIDEWALK SEE COV NO. U 115 T_ ly'TYP t ALL AROl1N0 0 4 STRESSES, VSE ANE FOLLOWING EQUATION. W TO RECEIVE CURB INLET COVER 4 Ili BEARING RHEAS•(TEST PRESSURE/ISO).11500/SUIL BEANWG Sf RESS)•(FABLE VALUE) � LOCATION I III NOTES , } I I 111 !'��r _ 7 TH 1 III CONCRETE THRUSTEAR O N3 TO BE POURED AGAINST UNDISTURBED EARTH II I LS"TYP I - II IL�I - � - u1- '- 1=u1I=1V1 � �.- � � di$ m KEEP CONCRETE CLEAR OF ,i01NT AND ACCESSORIES. - CONTRACTION JOINT 6 RAO 3 THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWI 8 TYP I - l I i+ BACK OF CURB =� ENCIRCI.E DON '.HF PLANS ny 15 INDICATES IS SQUARE FEET BEARING B / i , TOP FACE CURB 11 L 5"MJ x MJ (LENGTH AREA OWN CN may- EXPANSION JOINTS ; 1 t VARIES)HOLDING MAIN WITH MJ x E"FLG TEE 4 F NOT SHOWN B PLANS,REWIRED BEARING AREAS AT FITTING SHALL BE AS � NDICATED ABOVE ADJUST IF NECESSARY TO CUNFORM TO THE TEST ` - - -- SPOOL ISEE PLAN FOR MAIN SIZE) SPECIAL SPECIFICATION- ANC nLt- (P S�pQDf BEARING STPESSIES) STATED IN THE SIDEWALK j CURB JOINT EXPANSION JOINTS __----_------ '--__- HACK CURB GUTTER ' SPECIAL SPECIFICATION,. IP BLOCKING eY ENGINEER) �' A / , 8 130TTOM FACE CURB ��. `4"x 8°x 16° CONCRETE BLOCK 5 BEARING AREAS AND ;RECTAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DE7AllS HOWN ON / \ \L ` 1 1/2 l`DS OF 1 !/2'- 3/4 DRAIN ROCK TH15 STANDARD DETAIL BEARING ARFA OF THRUST BLOCKS IN SQUARE FEET __ _ _ _ _ ISOMETRIC VIEW STANDARD THRUST BLOCKING DETAI(S _ - riOP FACE BUTTER ! B� nrTn1l Nn 9019 A I I \ - _BOTTOM FACE GUTTER STANDARD FIRE HYDRANT DETAIL 7' - s" MIN. i' -1a" MIN. � 3' - o" II FSE OF CI:RR rMATCH FACE OFGUFTER T r �4 OF EXIST. CURB AT THIS Po�T.E DETAIL N0. 101 Ah 20' _o" MAX. 20' -- o" MMAz --- TT IND T _ 2'-9" .. « -.+ P L A N TOP(Zr CURB 3 X 19-x 3�! �, i --2'-3"---- I i TOP FACE OF 110T-D1P GALV. \ t 1�2 Vr'TO►'aL -INLET OPENING �' CURB GUTTER $A g I I' - � ACIEN �±o -'----- I H!N STREET R/W y _ --'- I _ - -----_ -- - --'Li !fl ow �_SNE OI.TSIDE STREET R.,.* t - t/2" EXPOSURE - ---- - --- _.._.!j RESURFACING TO 8E MIN. 3"CLASS °B" AS APPROV60 BY CITY Of THRUST BLOCK AGAINST ,� � -'-'-•- - 1� �I -�V0>��"ANNCHOR 3NDIS Rs1 CON-- ,, I ---- B W/2 NUTS-G LV. No.4 ASPHALT OR MATCH EXISTING, WNICHEVERI T!GARD ENGINEER T �I QT -'t ----= BAR !S GREATER TACK ALL EXPOSED UNDISTURBED EARS`�- A A OUIREp I -+r I:: ---- I - ,� 0" \ �___rnP BACK OF _` � ' - Z'_ N ~� MATERIAL I CURB GUTTER --L-� sawcuT a C. 9 YP- USE EXISTING EXPANSION ,JpINT OR I : '.'' a.N• 3' o" MIN- SAWCUT AND PLACE COLD JOINT. \,\..BOTTOM FACE . --- ��aw�' � SEE N0. CS-306. .r s" •:.:;I?F;' ;er11 ELEVATION DWG. - ►4 ! I OF CURB GUTT:R ;r 't E A l I O N R i BOTTOM BACK I CURB GUTTER F'RAD. R11!LI II� CLASS l ._T II!I - 7fi'Il1ALI /•'!• '4 BACKFILLS _ N' . IIIIt4 I W I I TYP. �L_X11- -I n 1s7E>!1 ► '• \r►�\ ail �I 1 I z I 1 �► _ 8"� I ro STREET . ' rl -- - NOTE: REBAR TO BE INSTALLED r- - __ ___ y ,tea -o CRUSHED •,. •111 T1s�, � 3'._0., • ROCK BACKFILL M"IN ,'S�: •, .• a�\�� Ill�I'1 J► s ,_ 2• 6■ MIN. 1 1/2 CLEAR ALL -4 COMPACTED TO 90Y. +. • , • , 111 SECTION AROUND (PER 1A;,HTO T•i801 , �\ • ��+y��r .E 10 GA. MESH t3• o: - N_ , UNLESS SPECIFIED _ SECTION\ X11 1-1/2" ABOVE ELEVATIONOTHERWISE. N = 3A00 P51 GONC h1 I ; Itl�' 2` OF 3H MINUS -- B Yti T1L`�h� 1 THRUST BLOCK A04;N'Jm* � BASE --- ,p ,I UNOISTURBEU EARTH\99 I TIE RODS T-7 ii------�� _ SECTION A A A �� n., �% II 111 M ti• '�T ? ' RETAINER GLAND--_ I , 0 FLUE OR VTHER A I 'O " '• •''• 1(11x11 I •� r ITTING AS REQUIRED _ - r: • •y' Iy}1 ..' I I f 111 \_LL.�•S;�,i, N `, I' CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 PS.I. { AFTER 28 DAYS 6 SACK MIX BE A TR0wELED JOINT WITH A MINIMUM 1 'a :� �•,,• �J , • ,oa 2. CURB JOINT SHALL --- --- - --- - - - . ALONG BACK OF CURB. /Z•' RADIUS WASHINGTON COUN Y ---' DITCH LINE r I • y,� _ _ PIPE BEDDING AND PIPE ZONE 3. EXPANSION JOINTS SMALL BE I/2� PREMbLDEt) ASPHALT IMPREGNATED MATERIAL COMPACTED TO 96lL •••'.n - D i DEPARTMENT OF LAND USE GUTTER INLET- 2 % A MATERIAL OR EQUAL, EXTENDING FROM SiJ9GRADE To FINISHED GRADE, Al�Q TRANSPORTATION 2 4, SEE DWG. NO. CS'- 300 AND NO. CS-303 TRENCH SECTION DETAIL MIN MIN, MAX •-•- ».�. DATE CIVIL ENGINEER DRAWN APWA NO. PLAN VIEW WASHINGTON COUNTY WASK Coul►rrir Na � '�� 4F11 6.85 STRADDLE BLOCK DETAIL DEPARTMENT OF LAND USE COMMERCIAL DRIVEWAY � - 10 -A D- 114 "�„ %F- A 11 ND TRANSPORTATION I—— - •----- DETAIL P10. 103 DETAIL No 104 DATE CIVIL ENGINEER DRAWN APWA NO. WASK COUNTY NO. e� . t'r, i _ a�� weg NONE BVH-- 201 5Y11 _ RF,VISICN HY APPRGVKD DATE ZTecJOB N6�7, ENGR - ENGINEERS ,, DETAILS SHEET '�• tine. No.:3737 S.E-. 8TH A`JE., PORI-LANCE, OR. 97 � ��,� r}STREET IMPROVEMENT PROJECT 101 - ---- PHONE: (503) 2.35--8795 7: ST JAMES EPISCOPAL CHURCH FAX: (503) 233 7889 1 151 1 S W BULL MOUNTAIN R0 - 2 n F 11511 SW Bull Mountain 56 o157 AD TI GAR D 0 R 912 2 4 BUP 95-0173 ' ' r.. MEC 95.0150 - -^-'----- _......r Pt.0T UA E: 3--22-95 ZTEC CAD FILE:\ 81909 rti.uWi; I IF THIS NOTICE APPEARS CLEARER THAN THE OCIT 5 1998 DOC(IMENT,THF DOCUMENT IS OF MARGINAL QUALITY. MICROFILM EI) !�!1!i!1!i!1! ►i!+!I!I!I!i► I !1►1!�!�!1►1! ! !1III Jill 11111i !111!1i�!1 �1� INC" MAGE to CHINA ►II�IIIIIIII111111111111111111111i11l;!Ililllntlilllill!!llllllllu nllislll llllil,uilll!ln11llt►►ilnllrnllrl illll II III I� Illnlnninrrlllrlllnllnlll,inlru1.r11(hu111111.1n1 nl,inn nlllllll mllII11 nlllllillllllllll nui�nl �nllnlliunillnlnnilnlhullln,Illlt REVISIONS_ B • , ti :",.I r j H - 1, TO r,_L %^✓ •�,UC. L MT.V. )FLS, S E— EJ L I"-:-7-,I/ AwD - � ir�.crT � :, ` /✓"J�.�D,/� T`-%E.vT i�'G.i�.-�I 5.10` - S / R/:--i 3 �• ;F�vs-' I y cc =3 fAAAv If .. •. � F1 �I 'Llry _ J 1 I • y �'/THOF7�G•F*•eL I � / v 2 ilLljr (A) .:.a Trll4'/'+'7 C. CJ. 1111 `�'�.�'-_�., , . /, i / � rs:Q EL. \\ / ._ _ — _. .— I'ST! ' � I � �` �•'T' a. U Z > n v (1) M -r'YP• T.0 s E I 1 O -rode ;-c /IF , T~' W 0 hL �- T-' .V!)7F •I, < LE✓/a -/ANS r,� c,Troc -iG�lzz LLJ J I +1 PTFE ✓%Dc,� TOP�iG. BA�,'= il ON Q +I I HCSAvba/ / CHURCH FLF� . 7�/•E? T j Ij T D.P.9„t/ , � /��- C ttY D.QTc•+M M:A/.:(y [ e 1 ' 6;�,ST. i”✓c �s��--.•� D .'.7 ,I.. Sb.L' 35 �R INST.A1. trNON-J'"7ETF�LL / C PPZ I ' - NO• /L �e�6R�EhI PLFISYIL COg7/N Cr PIPE Wl:Ni(f/9Tr✓� G6VEP, W � _ Z w = Fell 3 CLASS LlMltte ro IAxMIFi 1 Iv u �p Fri` u10 or -I a)- \ 2 0 CLASS C 0A IA'A8E a;uitONar A / i— S e ncN+-or-F•vs. ' \ m. 1-11 nn stttL 0. IS +ic.1.1 Nel uGMp (exfe lMl lr[ W ICeIAI Ir•»,» CMr IFw `�_ n fe cGKF GrcrM�[KF'LL1La ( "� •» _arA»AFp E.GE Ott, a»sEL... / Mw .,M, �[ rG ,WA C.Ant Irt• LY •. LLSf 1✓GWG CIUS1[A •Y',,,.;:..:..' rFAF Rr[ :ELL 01WC 1M. .. . .• ; GvrF a FAO( rG et -I t FieF M.w / s.•e w rue enL .LWwi.1 �.. ••,• s :GiFn I've At "'ED »grIJ �•�A+ur,aM ut nw Mp Z W Gte1/•C'te CAMxe � c]F[. yAOF . G.O. "It fru i• ^ Q.0 Gr a• FNFy rat4:ri T-r— ' aY• � L•• 0 ..•-wO. crw(F GrU\[s )»- IDG iPVINO..G F] I[} AILOF eGFLMrf r�rc III( •V y•• • m q Nql» � •tlV. o �d d�d]a ` •,a 1-I/]• __�__ i-GAGUI rU[ •I wa[ • C]FCACM p•ef •• I•IF. /M All FFLlU1 INW i[• clovatu I- 2•• 0 P1 If ^ r FIF. FM r1lc m w LARaFA NDTc>: I Ie•MIN. F...1 vro I . A mo,mrACTU!IED ;OUARE/RECTANGULAR GRATE AND FRAME Q MAY BE USED FOR URGER DIAMETER j _ J 2. GRATES SHALL BE CONSTRUCTED BICYCLE SAFETY --- 3. PRECAST CONCRETE CATCH BASINS MAY BE USED wNLNrL TRENCH BACKF ILL. BPED IFIED OR APPROVED o 0 uaiflW CRAVING NO.240DETAILS u owworaftl STANDARD CLEAN OUT e AREA DRAINAGE BASIN � � FARAI LAVINB ND• ISG v OR FIELD ' IiJLET f DROVING NO. 230 -- 0^12 BCALt/b 4J / GRA ti MrGNJ HITT Mollmxm ;T ST `o. o ONE ORFOOM BLUE AIIFti DO. IAeosi 3 OF IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT ISOF MARGINAL QUALITY. 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