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9000 SW DURHAM ROAD-38 �. �C�IARLESyf:- S rr'. PORTIAt!D,O011`1,ON o J . z or o 1 D- D D F 0 A 0 _j L_j LD so 00\, _ 7�_ A D Fi 0D-) 1 111111 37nuC 00 Oc) LL. D Lj I H D lo r� c 0 - 7 Beaverton �"'" I�/,�t�-N �>�� ���-i -G�� 1 �1.,�INN � A'.CH, ,�:TECTURAL � i C T_ �.AL ------ r TT,,.RNi�, O' SON �� 'y Oma{- 1 CO'r'ER SHEET S-1 NOTES AND FOUNDATION DETAILS 2 SITE SURVEY c-2 FOUNDATION PLAN �a"tj 3 SITE PLAN S-3 FOUNDATION DETAILS 4 FLOUR PLAN 5 FLOOR PLAN AUDITORIUM AND STAGE S-4 ,ALL ELEVATION AND DETAILS S-5 ROOF FR`SING PLAN AND DLIAILS `w '^r✓G i ��--;''f�L_JGr_I�r'�►_ 6 SECOND FLOOR PLAN AND GRID IRON S-6 DETAILS 7 DOOR AND ROO°'i FINISH SCHEDULES S-7 DETAILS 8 REFLECTED CEILING PLAN S-g DETAILS 9 ROOF PLAN AND DETAILS S-9 UAISELW PLAN AND DETAILS ✓OU'TH cZJP&!5 'W/A7 1 - 1Z 10 EJILDII,� ELEVATIONS ON GI TY , 511IC N 11 BUILDING SECTIONS / SSI. L IG 1�. "-CHANICAL Tigard 1, WALL SECTIONS - HENSLEE 14 MALL SECTIONS �5 INTERIOR ELEVATIONS h,-1 PLUMBING SITE PLAN -Architects h,-2 HLACBILO FLOOR PLANS lE INTERIOR ELEVATIONS J1 NULLJW META' DETAILS h,-3 NAC FLOOR PL-ANS 1"lanneYS !� t { ,� ✓�� c - 18 MISC DETAILS r-4 HVAC UPPER LEVEL PLANS W .4? G, W. �,MfM �t ��,��,� v IIN�. 19 STAGE RIGGING PLAN h,-5 COUNSELI iG HVAC PLAN AND PLUMBING SCHEDULE �� I Mi-6 HVAC DETAILS O ; DQ ,W, . ►;�°�V i0►�I t-T'�^,�Y 09-� - ��'�v 20 STAOL RIGGING SECT l Oh BC W GlJI�HAM II I / nr ,IS S � I i � M-7 HVAC CONTROL DI���P,ArI, AND SCN� ULE �> ��,� � —O� „ ��ON -100 21 COUNSELING FLOOR PLAN AND SCHEDULES i TIG D °�� a.�Nf_� �2 h'ALL�SECTIONSILDIh� EI E�>~T,OhS AND 213 sw Ash Street Portland,Oregon 97204 HIG SC OO ?3 CC1��iJSELIN�i INTERIOR fLt'�F110NS AND H,", ELECTRICAL (503)224-0173 24 COU"ISELING MISC. DFTAILS ✓ ,r����^ ""� 25 SITE SURVEY E-1 SITE PLA' , SYMBOLS, FIXTURE SCHLDULE..':�..i i �� ' E-2 LIGHTING PLAN _ E-3 POWER PLAN E-4 SECOND FLOOR PLAN, SPEAKER MOUNTING DETAIL, e0i1__E� 1✓' �VX 25- 7?500 AISLE LIGHTING) PLAN - L-5 LINE DIAGRAM TIGARD � -1 E , W6, SUN , 140 E-6 PANE_ SCHEDULES, SOUND SYSTEM DIAUP,AMS SC. iaaL Tu atin - L-7 COUNSELING OFFICES DISTRICT l '' 'IrIN�C7111M 2 S. VV- ��."•I �a � a O, -5 1 Z���- rlJ �J.� APPROVED FOR CONSTRUCTION A U® I T O R i U IV! CITY OF TIGARD 9 sem �u1 r� PFRMIT hU .__1_' '_ SITE ADDRESS�,2t RW41 /1 (an/� �� \ BY TITLE- ----- - -- - DATE `.'�J��1�.���Ia IG �- ADDITIa\!S at q� �IGI N I?�' MAf tAJ �L�w APPROVED FOR CONSTRUCTION TIGARD CITY OF TIGARD 31111 HIGH F GH SCHOOL PERMIT N.7.,/ j SITE ADDRESS_ _)U_&jjA^...RD B1' TI E_ 0ATFjZX1k -Counseling 5 - nn t Addition n C t r y O17 TI Gj n rs'D � 1 1 Auditorium Addition Willamette Print 6 131unprint Co. 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'/R^f!Md'v..'s°'�I +,T�fk jlwY.•w'R'�+we. i ....q.,r.. •W�+'•!•`,yuR ..'.w7..,.w_.r.--....+.. ► 4 as - - - /1 I,E.YElEL7 til[ NCU I I gcvs�to 51DING 1 G.1• C��UNTE� �LASN'G Cr EIG��T )ARiE� --G•I• C.c>PIN[ vl/<:cNT Gu PS NAIL_C{prE 2A'o C..MIN �1`\ I i c�PING w/c cot,T, I mo- ILP GE R. ! - i GNEvJ STEEL, , _ I• GU.J'�Tt:):- irI,.ASN IP1G HEIGHT `JhRIES �f I U1 PA11<^11e r es NAKED 24 U C 11 I riGv(t �pRA`1 ) I/ "sPLW . - rnirJ. 1 �_ -- -- vl♦ %2GrP6r•EATNrNG w i P12E 1%RL-r1rCTl�hl TGYGF PL: �r17.Q„ R t FROM A&:1 VX IC, '` A --- ? �' r.tE-TAI.� ;INS - _..-I * ' ♦ •� SGUPPEe CrYR) SM(-*E _ - gulL.�-vP xacr VtN7 WRAP EGv� I E' -tZIUGID INSULATION L>I5, FATIArt-T ! I i NRAP AI.1. EDutS !,. >t.l CIV1R�r$!E. NGTI:S IJE-TAIL I'RIGIQ - 'drL.LrF FL.IGNIIJCj UNIj t ho-rTot•. C-LOV5cl.- sYNTNETIC C_12 ct• 1%r 1.;THETIGM. ., / _T 1� !9 S,\ it 13u1�T uP TZCr 'It.)G I Ib PIY WOOD I I oN 2.' 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GCILINCs 1 'IRE DAMPi.RS A j � - -- 0 A T Ta:1 srr\c8 I - - -- -r J I D \7-- ��^ txFb:�D l'1reCH PIPI Nr TyP/; ./ \, _ - C . 2q 18 CURB TG HSE �•��@ •1N J019T i _- - -- n r-1 - -- - v - RIDv4h Iw]:ru 1./\11 rr•1 __-� �\ Z j "HiK.M UNIT VtNEEt` PO :t cE C 'L / MEGH UNIT ✓ POIL5 Zlv O O Ny Z3 , , \ Q'r _. - \... ---- -- _ r- - .,to IO ► CSC I f l /� L _ _-- - - --------- ' _ - - Phu►-SR VENT .� A ( \yy + IQ ,, / ._ _ .iC`� .b - ` OF `0 P OF FtgT� r ��� /Iv �'� JCe.>'S -`� Y w` -NEW -,AS PENT M5 ` ... _ C �v --, T I THTC,I R �s ueq ,yy L —_ ----- -_ _= ---- --, `� 1, ` S E L I V/ 3 I cn G,I. COUNTER FLASHING , �' \ HENSLEE ' (HEIGHT ✓AP-tEs) �_ Tip OF-PL 2 (3G-VELED �.IUING I \ v / 7 !- G,Z, GO P I N G w/D O N T f L \.-_� �_ t J Architects & u- i -v \d GLI PS NAILED �•Z4I'G L 1 \�0 nwctkNG SIM \_ _ 3Loc.)_►N� ----- �ti A Pl a n r z ers G•z GUVNTETZ fiASHING = r. 1 I y \ i^ � --�c� 3V I L T Uf' (H61GMT VhEIGS) �u elbi�IN' - LUAD FLASl-k,NG-L i T -- ♦y \� - -- -� + ISI-vti1L3.VENT to ` -T-- I y�i / 213 sw Ash Street i ROSE IN�•UL.ATION * L�, J � W i 8 r �` �SIN �� Portland,Oregon 97204 - - 1'/8"PLYw000 -- - L8T�G6R/PVIZA_11J OTc - { N d ` h � � �3 (503)224-0173 ,.� p,►.oc.hIF.ICs II W� �� � rl ZI bJ rnln A 4iL ^q B\r'XV_IN BoTW I �� - BUILD I r1G PAPMT� iL I PL a WGO d i( ro _ — — – (i lD �\1 b tI_ BATT INSULAT IC7N L;LcXKI NG.-y; T I G A ►� x �N r=61t I'LAsTE R ✓1 11 5 �° F I I l i W y5 \' \�1 6 �'�� ~ S C Y't O O 1 �I I i 00�� DL TA I L 12 I�OC)F DE-T A I '� �v•\� ��;� DIS s R 1,CT \ r bYNTHETIG PLASTER T ' `�O• 23J �---- /2" IDtta�lrLEu SIDING - ON 2'' INbULAT•ION . 1N'RAP T°efP� �` - Cs.1... GCJPING 4J/CONT• r.�-rT OM CbGE 9 9 7_ / Hca �- I sIM �}- f -Ni (,LIPS N/a1LED LOd 1Q' G,G, I < {=RY- KEGLE'T' Tti'PE SM i t`�0 JC3�; IM I 60.1. C(7UN-T6 R FL.\SHINca h C:CONTINpL]S A,)R-A F tr H�I/HT yARIES) -� L-auILT -UP RAF 1 o �It f=UG C I I I FtIDGTn INSUL/\TIc�N - yV T� ,, - ti W a 1 WGoI� G•A►.IT E• _`4_- 3 51 � .�� AUDITORIUM 7 1,v 11PILMILING � '' and COUNSELING 6 0 A rJE A D1i 1t ADDITIONS I 21L�V�b INULA'fIl7N II .,V_, 13 \'� Lel aoai.iti, Iti aL � 1'/6" PLYwOC�O I vv A I 1 TIGARD - I.EDC�SR Oit F�VIz.LIN IP - I dLDykwCr Itt ANT -i' ^g a - ,� —_ ---�� - - .`�� y\ \�\- -\'` - ( _-- - -- GONGNE.Tli WALL - r - - -- .. - - ---,�-- __ -_ -� ,p C,J ���H SCHOOL S(NTHL'rIC PLASTUP- , -- PLYWOOD --- - --_ \\ / ' - ON 2 INSUI�il ION --- 6^SE � «•- � �)5\O `�` \� \\ � \ I3 � / 63 R00 F DEQ AI I f�00 F- DETA i L_ mov I og 4(FOure) Co I CAP w/COt�)T CL.IPg /Z" f3E`/�LLD �1DIN6 ELEVATIONS ARE 70 CiOTroM �oQ,� 12'x12" 1HL,U. Fes MMosRS '/Z"PLYWb 13E�EL. S1Il3l 3,LCOPmG ,•/CONT Uf PLTWOC7D $1 O� IN CEILING Tn Tv1 SPACE ( �� \�- -IO.I'. ?t°._VL TOP OF,�'t 39' 0. r _ ♦ C.L.IPS NAILr=) os24'•O,C t,nir.I N Q I In - z _ Iv +I NNi k- GL COIJNTEtiL �llkSW INE, \��F _ --44 1M � Z 'V rIE.IGI IT �(AfcIES ^`Q i ;'�7=E NOTES � 3 l 3"x !o 13_" G 13` }` I - ,I 1 �_;:.� 1� ��--�`� � •�v _, r,e,e 'O W WOOD CAN 7 11 /9 _ - v >LIL�ED IIJSULA 1 I d N IV8°nLWn �� MGT/ L I Z ` 1 1 ;:►PING ^-- 4/ALS aE,roNU -- r 3�P SHEATH it& - C PILA\STE2 > /z PL'W0 3 1 OAr INSuL L bcpP_P_ IS ----vENLSG PL G DETA I L T� 17 ROO F' Dt"] A IL ( 2 �, I o1 _ _ (7 A'lamelte Pnnr W 36nenn 1 Co i ...,,_ .:s-W_, f„ a L w_..,,�,,�...�....r ��- .�7 . -. r .... t - _..._.! _. .•. .–.– it - .+.. .. . ` I I I I I I III S I I III III III I I III l i l 1 1 1 1 I III III I I I III III III III I I III III III I I III III I I I 11111 III I I I I I I I I I I`I I I 1 1 III I,1 I I(I 11� III III 1 111 III III V I I I A •.rL,�;,,,z,,, ' NOTE: I F THIS MICROFILMED I 11 I I I �I I I I J I I I !� I I I I I I I ' I I� I i t I I 1 y I I y h DRAW ING I5 LESS CLEAR THAN THIS NOTICE. 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IT IS DUE TO THE QUA!ITY OF THE ORIGINAL 1 � DRAWING. iii�I illllilil Iiilllli�iII111iIi�uiI�1�I�iliililii Iiiilll�iii111ilililil!I i IiIIlr� illllii iili!IIIIIt��l��.ii illiliu�iillllu�illluti `uII��I ir'nliiii i`illuli i�Illiili iilll�Iii��i�Illili iillllill Iiuli�li Iiullul Ii1IlIUI �illllul iulllul IiII�IIiIlilliCllll JUNE 26 �k ¢.a J9901- Oki"! '.^rAm•nr,f^•�n!1r"�"".. ~• F1� I �` lC " :. .-_.,G, y A " .r__ jL ..- - . rc._:76L'�r•r .f$R7?SA3Y7�A�+drt'illrrH +[far .. _.... ... .. ... r 3 35 3 �f ♦ T'.o.• v VAIN�QAIN I 17 r r�nec.� oUc•'r'S 111A11.! �-- + , DUCTS --- r - �-• - - - - - - - -_-jr._--_ _ �t•H »--- ---- RAINPf7ArN u _ �'c.r..Drc.IN• C I v ` V�NE.i.f2 Fi. r�M G ,/1 .� 4 I I < 11iPCSe n CGti,C PA/A/r 1 G _ , r _� �_ I eCNAR�E E. ELI 7 ✓ 1'. SAINT ,-' * u Gad ♦.hf/L J - c�sA,�s �jI•e + �1 1 r ru7�!¢e ` � �" ORTUIND, At` or- t? P 4/ /4 Col. 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(� rl�H I NE Lx I ` �tiiTt• c c,N�Cc 1 � -Lc'1LVrB5 _7 - I- zcj yVA-L'v ne,In rIt ,� ��� 3 ELECTRICAL RM L�4 L}- I'-1ECHAN ICAL RIL-1 -03 MEGM pvGT' 1 V f' ✓AIN I 7 P. PAINT / i - J �/. p, PAINT � � V.P. Pial N'1 I ii,sr ccnrc. oAnv � I a I I « t,t•sT CrIvC OLL fiq ,r„ •/oc65 1 •R�WLR ,y ; .+�,,, , /fin QG q r-V� F1 bWITLH i I ` PRO PC—_i�TI L S a� � { 4,UPP01%i MAV s o'o c I'/Q'Plvr ►1.ILIN6 � \ _ l0 QVTO IJ SI,•'A`-T tN a SUP I'll . C& S'O'C.0 -' mrtr .T LaUra:T'CIC.f►►_ r.q.,IP ---- IMM ¢LTue•..l T•(i //I�IIF,yTi//.'t - - - � '�- L/6ArI 17X re"• MINI rKLewT�.s�essrc. I EE 3 7 , ta,Nl cM yy / VItiIY\ rrtleAo 41 N �P. �Alt•x7 - r , rIQ - .,I = yl eATTFer rlcx --� , L cxl�T c[NCZ%T1K •a,r j I iY'wtf'r� i L RJWIriC. , , r ` iM'�///Is ,?CQ , I�.I r r E k � ZX12 STrt �.IGtft r'J . r (.� r r �! • • Cf+S1C1_ n , -1- jttIZ.S1rtING1sR e I I ♦ ♦ _ q' Q,/j _ t••-IIOPEL.. ' 4 t9 - XIST �TAIQ - PA55AG E 2CJ I /SNI ) ,`) Tn I O IeT„ � �9_T, s. , G " 7 PASS CSE I AND 2 �Cz'Y NOT!' ♦1 VCEG Nts(' PL �,/ P. '• i7 '4 •n ,�'LtiT PL-r%i G! 12G d ogrv("7uac GRr1.Uf�ArAJT "&v7 Allwore - �.F�,V/LN7 �, p V.P.PAINT V.P. PY-11N'T �AiNi V.P. _ / V.R - •. E�&,-1 117/ Kt11RE-�. " V•N. {t./��.'1•G . ,-/P� PAINT - c-�AS't tG BLASE �. P. PAINT V P Pl-o"61 C_ L.A GG ~u 0I 7tM,. -- _ c v�)a 'E v P. w►IUT V• FLr18TIG(sIJfZE _ t----� �.T :J uvaZE tr- t• --- nt^rc.re6' Il SFLIG/ M- I __. r -.. _ ..._ _If_� _`�__ LA - -- - - - 6Plrect? '1 C` Ir ..JLy - y -- --r- - y � r.r- - � � ' - - s!7r —� �... I pJ(i .cr I V I � � v t•n,u. � I� 'ta•ctr /'en � I ,r � I `_ 1 I ' I ,. �. I. HENSLEE ,.. 7,U. iL.00 `•:• • `{� Mst• ReISY 4 �`� 7 V•p. R^,N7 , U+ 3 pt,,-,/ GOnJT w. '1 r -Yr I _E rQ7WCJZ uy o I f •-3d1f'DIW Q'f OW'NCr! 4"R.13-FYP erT G 13,1"•/3 Y 01.41 - 4'ie.Al 7t'o � `-----I -- ------ --. .. 1{w 4 `•----•y.= � �. '.J. .�... .__ _• 1F Architects �� I -- ,.,wi o�rAt.A. w,„� - sY. .,•� eR Planners GON7 INS-PALL tnc ♦ /nrs7AKL � --' •)'RB IYJ� Z4 0 ,� /,�� �::f/!/ /N5TA4L GOAl7 rJ�TA\'.- do 1p DRES51 NG 4 _ 9 5HOwERS to DRLSSI NG 3 Z'Z' t-- /P y .� `A, r 213 sw Ash Street \,uc•r vAlr I - - Portland,Oregon 99204 �, -- r : > > o �. t �� a a e u �.^ ^ I---- I I o _ � a ,.nvr✓7 I ! --- 11224-0173 8 { n4rataas (/NrxylMfO 1 V.P.VNIy1 < /. WQcN t M!k/M� ec •n .p GNi?AMED X/67 lcJl4(G 7i r - - I r'sITrli i AjAGL 7Z' j'E A:MTCN app/vlFl� r / s AI tE _ 4. ,4a q't♦ilnyr'rh H l 1 I x/ T 1, t- 1'� I '- -T' '- s I \� r Y•4 T ENI' l ' � ' LI � I � I � ' 1 I� \ --1-_ Ob �4'�� - 1 VINYL TACK DD I I I V y IIU.ISD 5 t1'e;o/e,e6s 1"RF- 4'.0,g II IIA + ♦ , /< / j'o♦. r� i 5 g �. Ing�n� rri,►. r,� w.o �a�r ..T.R I + ♦ .� � � ;3� r � :� y /7//<'E 1j'r►�I _t-. �! ' I , I '. 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MAAiAS AVJM - a C I f AM G I 10,4 1 .J A - - ---- AUDITORIUM 1 �, -1 ANT DNG, �1"® _ x TI X WW 1 I ,� E GUN > i1----- - - - --�- - - - - I-- _ _ I 'I - _) V/NYc T F OOLN A/� 9`''[LVES z4"e�er�(/5//.c) / '3and . . i q'rr,n r — - - _ S.ncK.EA cLNCkE.T13. )✓7AlIJT " - - COUNSELING (� `' `' I t ♦ Q , M ` A k 8 >r-- ^ki- /.' �.♦®U I V S L I I V I5 STO � G 'E ZOO JSIO // I-D ) T IIZ `�� - _� ADDITIONS Il0 I� �'U ISI`I NG �x 15 -r � N G t?'E/\N ., / J a DL�- V N�L-C� C' I�-I LC H r�oor� T I G A R D F f HI H HOOI G SCIINY_'T' 1.A,,, L '�-` xn4 6-%Lo 0 c 'bR rowE� GoK►�S -�— red��py{ J NUH1rlElti ?IDN uMJ V. PL I'n •JT 5/6 VEN�.2 PL /.>'✓ISE TAMI> W�,/nR F�'p!D � u I .... /t.'1.5T/G LAn.ritils77E NG -► S/B•P!C I/iv�10%� ✓ I �. rV r,, 1 I ICXJ\ 5 ,NUNDM k e0AQO- ( I Iv/;w >�/OX 2" I �1IN7 e M C T L t zxc. 1�. avct�/� -pews %t' MY u-b l- � I I L/�ti �. -- 3` �T r~ - � --_ - � LC rJ �/M. � tv/l TE,Pp'Lt'IF iDJ6�• , rI 314 x G NW-r MGON�/r/IVG 19 A M B I _ 7j,'R �!4M)r S'wx A, H -5'T^As>'/c /aoc r ,nJ�a PL wEZD7z' v � L17M+N/9TB Co III WALE / T RG J + � L3U2/�/n:G /�ADtk 7L �NU/llE �,ld,n•'E�,� 1 - r,v T /�, ?x Z' - Al " zT•�e�.`r•uDC t New Vr,A�T %ft' / P t3n,�� swcN i I - -a SJPPO1zS - <o' FiZ6M1cA•ENp 5 `�] &r/kst/S Ctt✓tiC QGyGO/!V6 PAAE a f/H k'/GciAGp51 DVNraeC/.+Irit+�'i _ '•I- , oNr /N CNA-iTal. s7Car AJt / Pe To DRAIU ) I - 5 ESASl-- 1,---')'E-- 7 A I I-- `\1 -- -- 1 � v. 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DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TG _ QUALITY OF THE ORIGINAL f I II I �" I 1I UkHWINr VIII IIIIII111(IIIIIII 111"1111111111 IIIIIIIII iIIIIIII! (IIIIIII (III Ilil Illllillf IIIIIIIII IIIIIIIII illliillll` �!J,IIIIIIIIIIII ilII IItl'i llllltl iNllu�i�i16 illi V11I III Il111111111,11111ill�61111IIHllllllllll!Vii(29, llllllllllllllllllll!�1111 Illlllllllllll�lllilllllrill , Y JUNE 26 �T , 1990 •."'+Y1�•....1.�'M,�..�wlr'M.�.'•nr.www,ie.w+•.Mr,rM.wiw.w.rrMrf+.v.w .-._.. —__. -. _.__ _ • , li ! I vYE2tIANCa AI' NL J � { A1riY uNE M6tAl. CVZNE c �' �/4�( ,1 ! I�q Nf►�.L TY P� 4Ij/q '�,' Z N T Z / ve���•Iz >'�.— � � � R � � ,RPORTLAND,OPEGO©` YeOF IS C-C) >" - --- a V ILLS I WG Pi'•c - _-- 2fG STuD� Y - - 2S�L/1N1 S-: SFALAN'T HEAD �2 JA ISI � JM- 1[3/ MULLION 4 1' I ULL K-D N _ t.�ETAL �rw l H.r-Ic.Lvu��u. „/" --- 17 --- I 3 = I -01 ------ I I Q ._ - - -- -_ I 3 : O 3 1 O - �4 __ 17 I NT S-7- 17 UWEL-)STUD I ` 2�r,� to O•C \ EDGE TYP , 'L T 11'� ,A1.. �l1�LL A�uVE _w._ -_,� i3ATT lusv1-, r, yZ„H W p a' '---*- I T'0 GC�O " Vt-►�� fi P1. P u L-D I N Ca PAI 'b1Z ! tbvtLD• PNPtI< �I 1' STvcGU ' ` 1 C I V2" PLY WcovI� 5 J lJ��WQOG •METAL bP(. - / - 1 --- N.M W I N C�uW ` �s J - _ - - -- .- A O 1 NAETAL mnir ft 1,1LTAL LOGE )-z 56aLANT S-"L SEnWF1T LINE OF 5-2 FFAL-ANtT �; , rnL c_Oeh1Ut� UVE�_w.VG ►n>;:TP t to 6 a - - 00 v I - �ENC_C:.0 Pte• r _ - - _ - �/ _ - \ L. �. i 111!♦ (E7 � � 1=5�'•.TT �tisu L/ Z,o ry 1 v -------�- 'I GON .E'676 WALE 5-�' N rV 'V / / 1-6A-TT INSUL/-\TION \ ` �l 1'11:'rAL. ERIE --- � 1 3� METAL. EprE �-2 SEAtJ�NT S 2 .�EALANT--' } t .• /g'r I�4 �(� METASCD41JE1� CY VLNELZ PL- • / i c 10 I L � I I sA , 1�w A�-I PL- %-z SEALANT �' t - - - ---- 7Ar--cam SAS--ILS �v I ?_ �- 1 I 3'= I' o" l = I o 17 1 U - - - — 17 -;,= I o' - 17 -3,: I,-a 17 3 _ o 7 3 I, o, 17 , , I •a 1-1 NC UR c. co"C. L,INM OF STUD AC , E. 5/P''I'D �t 4 *2'O'O C >�ANTc-r� V�^�.'- / t�t� 8/ � /ALL F- f•SSEMI'SLY -Z 'SEAL/`1`IT OYERNANG Gr SOFFil �A suProtzT� ANG. WALL. T 1'r.MKO F-�vr,: PL/�TE '/Z X Z"A .�I(o 21^�/►� RIE-TA1. COIZNG r4 Y /cam" 500 2-' O' O GIoN 5 ` 11,/ Eu D N G f�PER %Z' FAY Woo D �• 1 •--r-IL.TnL TLINt -CafZDUT SOLIn �I I ' I / PdEMKiC.) THCki iOLD 7T;J, , gxlr,T CONC SLABit 173 A MAX 54'a CUT oPEPIIAlGVENEER PL. -_ . ' x'0-2 BCA-ANT .1/I PI.Y W D �' -- .. - . - MOWN ON pt.Ar t�17 "VENEOL PL - -- Y,.. __ FIn�D H N1S.'y_.�--J TY' _� GONG WAL.I- C;N 2" Rli7 an 5-Z S�.A►..ir.ST New oe. "I,I. _ IvSULA�ION 16o H E/AD DETAIL I 1 I---1RF5 C)L- D I( _I` 1ULLIC, N _ Iq SAMR ROLLING DVS, 2 � TH2E. sHOLD 21 TAI`-1B _ -� ��a 1 -. - --- -- - - - _ „= iL0'' 7 = I' _ 3"� i�© I'lL' 1, �„ -- - 3, =1c0, / �' 1 1 1 I i� _r \ ► 17 'ELIC1 y 7•5/� I" STUCGC� < II 3/16, STT=EL PLATE -3/1`' CONT, sT%eL PLATE: 3/�I x 4 ) HENSLEE CKIA1 A W/3/1(. FH WO f- CO4 5ST w� i/bra 1= H M Sc2Ew'� - pAI►.,-IT aLacK 3 r3UILD LNG PAPER ar; HARDWOOD TP_IMS -- ZM `/t" PL.`r�NOOC7 I PLAN•VIEw/ AND G''o•G scT IN ANCHOQSIMl2'o.� -- wooD FtO,� Architects JIeNT11JG BASG 2 * II - NLbU F*LQD /%SSB III AS$I3LY SEL-SPEC_ �0 L , L - r r .13 . • -� WOOD FL ASSBI.Y SSE sPeG. t SPtG1 c �; , I /L 1i�4 J _- _- ;g Pte, aoU �' U� ii4 Z•, Planners 1=IETAL EDGE _ �' 1 TO �. . ;'�,If F1.J�SNII�IG S.5 t �-2,F AL•nNT ii6w, �-- -� �, � G r�CUVT .a LID -- \ - -- 7— VAPOP- MAKRIER 4 I;f „1 -1-+J X Ila'C-G. 12 2 6 { -� _ GDUNTE� I � L .-�. � � � �' h '-•� � - - 213 sw Ash Street N -FLASH I N G �. Ex16T G"t,NC. � - 1 `= wA1-` E BATT INSULATICN t3U1LT UP RCCI� /� I \\ Z;-.Z ' V6NQEiZ PL.• Po rt I a n d.,0 regon 97204 'WITH / _ c (503)2241-0]73 v F _...-`cXiST GO/./G.wALI IS 5 VGNEEh PL " - --- -. CC)NG RATE SLAB „ ' CAEPET AND - rev �V ----- c.��f-.eb7� -SLAB - __._/ . �0 _.__ _ c`�i•.7 V`/c`Q/� LLOORiti,z: - c fl EJV -- GO 1 D 1 FILL -----� 1 EX/5T/NG 2 X/Z Imo' O/G VAR�2 /3A?k>l 1~ AT 3T8P5 1 _ EX/5T/N G oR4-A 5TE�2 22 HSA D -3 ;I � - / T1-1�ESHOLID 2 T�-IT� ESI-� C>LD l5 EDGE_ WOOD FL 2 � BASS WOOD FL 2� EDGE.- bF STAGE �8 WALL. CAP - Lei t CoRN� k / JA� 1C� I -'7 3 - I O 17 - . � 1 -Ca' 17 3 I c I7 TiG�,R® s,/ 11 / 3 e 4 - _;3 I - _ 2 _ SCHOOL DISTRICT BUIL.DIWG PAPER 1 - 1/2"PLYWL.'OIO �O. 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LENT ISUPPOPT • Q - L — W (Z) '/L"� 'it,l„Te, ,t•.1'TO Ft-u-s 1-1 • 1\I S 1-11e.LLS $' r)"O•C MAX• F.LONG � I '------_---- _-- -4 � �q / 32 L)rDGC'cle _ � '. 0 C G xB,Z. '-,TL IjEJ�r1 - I -. -� ' ALL FL--)UV- SIDES J 32 ALL LADDI DET/'�'�1... _ • 4) ��' bcL-f5 INTO vt- pLA"r rimer-I Jul • C � 3'2•'MIt�1 � ,,wa.L.L7 coeNE:1~S FLUSH SHV.L-S 4L -t VARIES// X 3L4"w lae l � r � ( - '/2. 7-L'/Z- S-CL- I-,S. FML • 3z // II, 1 __ • -- Foe t`u NGS• w aL.D -To 7"I - 3-x3 •x /4"STL.G 13 P�c-E vv r. _ TJ [ bi/1 A WALL PIATB L C�LAGE I �3 STL RUNG E. ctS 12''O.G _ ! rgG rz. H SI D1-OF 1'LA'TFJEM - �X 3/�ArnL7`ury - - _ -- - -- - j 71 W Let%5SHOTE Q - � VA 27/7a RA/C/.UG J dt 1/2„ X z VZ-" sTL, F-,B• WE.Lt)&*= ;� 1 �3'X G'X 1/4" WALL PLA1E V-42- ✓4cC -- -T%a F.B. SuPnGRT-V-+/ 3 YZ � __ I I eoL_1 S INTO rl.-uSH 'SHELLS IN C30L-TS INTO Ft_uSN SHELLS IfJ - ~- ,r..�IC'-�J1S/!/N6 l c.:O N C. 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TY Of THE ORIGINAL E Z Z LZ Z 4L L L Z IZ L 6t 11 LT �9l i t l I I l T 8 B L 9 TV ► E I H Mi ar X11 iu 111 Illlllllillllililll Illilllll IIIIIiIITlllul Illlllii liilllil► lilillli� I— III I iriililil�lllllll►I1;. ��.II Iliil►I►Illillllul ii►Il►Ili��ll l� �tnl►���uillilil ►Illi li i►IIIIiIi Ilillllll ►I IIIIIIII►�Illllllilllil►liiil ►Illlllu I►Ilullll►IllluIJi I llil . JUNE 26 , 1990 do I II( „ ,,L,„ Q �Z„ �'• ! r M>~TAL S�ISPEN51dN --I ZV4' APPQuX. 1_5%'*87/81•' i 1� )%2 L//4 17 -7/G y V rIF �,S�e'' 1 �'r I 5YS1L` t-.A W_ GE1k_;AQG -- - ---}:, ( . 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L ` I I Z"O•G rIGR�/ Z4'U C -' a VENT A/000 NO 6412 - 2- LA'rk'RS C1= I' DUCT LIIvEf� v�eTtCA` SPACEES IHuRINSUI. • �' 3 BEV, 143 I X 4 `/ 1_1._' N p,�F a P�uG G��NC. W^1-L. ` ; �/ • ' '� fC l8 0�OT ►J �S / 1/4' FLOAT GL a / _ Tx f I/1'• MUO F'lWD PA1►JT M . kuRRER BASE / IX4 �'ZQ"G•G. /N`1CHOF�TG •_, ',T •n t\Jill ----- ' 1 - .:OIVG, WALL P/LASTE& L :CNC2&TE W/FLL � CC,NGf2CsTI- WALL PILASTE'� PILASr�R - - -- IIfO ACOUS-� ILA1. �jAN �L_ IJ��A� i 1 II HEAD c� WINDC��/ c� CONTROL I"�I�1r I2 SE 31 I V i I1 �� lip V = I �u 3.•a I 2i1C�GA�.V �_ILr1F•f3 ��� I 4111 ' A �►G u�GJA - _ m• ` E�lI7 CSP• g/I(OI E3TL PL' �l4�llr*Lr� ..ac6iEK anfT' iD� I I i/21 I _ &'C7. dKIN V�t'Ia1Ff 1 / ^5i\SNF / p0 !o'ICONG 2rQ'I ALV,T'IPF'S4L 3 1' g { �, r -- a� - 1M Y/VNfi II' TYFIe,e1L_` W evill 51'1is�lN t',Nfl °�•�� ` ' �\ _ 3811 1 2 \ � �''o' ��-/ 4 At��V9 �INEt2 INSULA. "-�,1 I to � _ G.& '.InIEA� /►T/°V i t All .uI T 1'uf�E _ i°I I �.1NEOF!�t.115H^, PACc..2t• z 1 `� IR�V 1 --- SELIG/ GAP 4 R•u � W Z I � �- 1 y' � � Cal J Lf±VAT' Y C.SIr,1tJC� HENSLEE ! z �? ` ---� i•P�IN'r � 3 �11 •'M' �iPG f?�IL T��M.!�I� 1111 � Architects & �'il- - Ic�-�v>crl wale - I� ,I, IIS ►''t' I � �- ��- Planners 17 Cio�Z� ✓ ' � i �I l-- I V TU R PIG I�i�'LVUI� `2'= �. �;� �. �T'� anN�a►� IV- ��I = 1,1 .DII f� SII =�1 .pU 0 213 sw Ash Street Portland,Oregon 97204 _ �'1I>clt�Gat'- y.iN>c ofL� EGLIA;, � �621JAL• � � (50 ) 24 0173 F}i�'�K•EK :IN6 -- 3 2 - ou��oal -�f72 t�►z 6�" 5 I Mti/�""iON 3 w��fly Ar .-�,e,�e -',�,N—� �«ar�-Nv �\• . I... 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I i G,r C,0MNC9 — — ._ UNIT-C-ew a AUDITORIUM ..'oa Ada ' t,�, ;,�AN , � � --.• w�1 rrn 1,��,� ��NG -� "'�' � �s� ' and I , , `-' Y N I 1 21 .110 � _ -- ---- 4 ", ,,�,,,.n,., , eleu•r-uwn.0 N� ;' / 1 CL'I eIF`i G�Nr.1G.) t '`IeK�avErCS , .� 11 �-- — — - w CA�- '� waovc:�.N-r CO U NS E LI N G -40 �v7 ��R� z - 4 -0111 LIT UP wcc1� �P- 1 _,,2v r;.~rwn �� vt�Irt�#6 � ADDITIONS I'-L., LONCI - 4 INMeF�rrr N['sHF1NG^ ,v/ z �uILT Ilr' -i�o�vlN�lwt roti - �9 LCHO, �ZVID N6u�ON � N�ul^noN L "!ii%n�Gr =�� - 8t - TIGARD , L To iGhl ,1I -- --- - 112 i�.G. - SCHOOL V ry �JL A, I,A6 Ja11� - , - Tlr r'C(Wfq L"�K , :!WP � I- •JOi�'i- c+iart�fe � A6 Illi FYI t�lct�r�lNEck oFI cavo-X4.1.TfP Tc',Fr-_I 1611 W/ � � 2 (,o. c6 I'I Ll1GT'�INE7� , __ �10!�f � ) lklN CO.tiT!mr�3t�'�AVER• a�N 5 OF cG"'JG. W,6�1.}�-' �2 A• -I �,�Z, '� ���Z„ I M is 60.. 2 3 �.i�� �� ��I L 24 MGH � �' I�GJ l�i'��TAI L Z� til f�i N C� GU t L. 2� � 1= '°e N�`i��v-'1 ON VAI Ir 2 7 � i-moi L• �`'' 28 ��f�Tf�+°4�i l i C-N 2�1 ';J�"�I I. 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III I1 1 'iilii►iRR11�, i1► ►fplllil Illiliii IIIIifii IIIIIIii 111111111 IIII1iil IfiliiiiIIIIIlI1111INiilli!Ililflil JUNE 26 1"' 11990 - 11101%- �� \ I r itAM I N(� Li1N�E k • _;:, 7URAL NOTES A. biAr'.. Ft - _LIUtl I 1• , III.. 1'." •v:;• I 'ESIGN LOADS FL = 2200 PSI: LEPTHS - OVER 15" 4"SCAB I„ T - CAMBER SPAN/400 # ¢�.IZ ' 11 2' 1, SOIL SEARING PRE55UnF - 2500 tCf - i = :100 FSI F - ;2UU »3c�t8El.vtAy �r- 1- M 4 `� GR;CuT s' GROuT 1. - 194 talo i .iF I IDD' d' + �' 2. ROOF LIVE LOAD - 2 PSF B. COLUMNS E D _ WIND LOAD - AJ PSF (FORCONSTRUCTION UNDER 30 FT) USE W 1ER-PR�Of DHE IV (-� r •I �. U. B. C. SEISMIC ZONE 2 D. MANUfAC.URE PER 1479 ED U.N.(. .Ir.r.; '�.-. ,t„ '1+E AGGIt: ' �14'tiLit it 4-- IOEA•WA`I I FLOOR LOADS REOUIREMENI THAT MAXIMUM MU151llki 01`00.1 A.T 11141 ,)F ,oT FKCFf l *4411E �/•�I1Y, /" 4 3CP18''i� I A. MECH ROOMS - 60 PSF (REINFORCED LOCALLY) 4" M1W I'/1 G1.Q. 2, M 1" AILS THROUGHOUT EA WA`I +r B. STORAGE ROOMS - LS PSF LSE "C0. M01 N l -« 4 TVP -- TO dERTS - C. GALLERY GRID:RDN g CATWALKS - 75 FSF 3. FRAMING LUMBER GRADES - 1977 WWPA GkADIN5 ROLLS 1ST•: SC 1'ALUES StiOWN ARE SINGLE M �8" r- i:A i1 4 H V s12."V& GENERAL MEMBER VALUES) .. / M 4 Hd VC.R"Y� EA.FACE 1. THE CONTRACTOR SHALL VERIFY AND CORRELATE ALL DIMENSIONS AND ELEVATIONS LIGHT FRAM;NG - - - - - 3i P/L'CLQ TO V6kT5 t a (INCLUDES 2X4 STUDS) - CONST i,F:,iE , f i1F-LARCH, S I•RY - tiU = 1;;10 P51� E^ FACT � (Q" o . ' Z-+ s ON THE STRUCTURAL DRAWINGS WITH ALL OTHER DRAWINGS AND SHALL NOTIFY THE B H Z VL10'�n! - j 1D' E ARCHITECT, PRIOR TO START OF CONSTRUCTION, OF ANY DISCREPANCIES OR - STRUCTURAL LIGHT EAAMING NO .', f• Flti EAACH, hkt (FL, 1:,511 PSI ' # 4rii 4 V-12"rte 1(° INCONS157ENC1ES. STRUCTURAL JuISIS AND P'LANo ", 11/2"C L R i 2. ALL PHASES OF THE WORK SHALT CONFORM TO THE STANDARDS OF THE 1479 ED. (INCLUDES 2xt/tx8 STUD=:) - NO ;, !� (:R-lL1.CH, :, t�Rr - (fl 1.SJ t'S1 tr/ FACE -(o vrFL1.5 I M 4L-10 I OF THE NIFORM BUIlD1NC CODE AS A M1'�II•t.11+l STANDARD OF FERfG6'MANCE. 1 2-M O CONT(N 1 + ----- 1 12' u- - _- - I 101 ALL 3x 6 4X h'E''6ERS - NO 1, D FIR-LARCH, S GRN - (F` = 1512 PSI' 3. THE CONTRACTOR SHALL COORDINATE ALL CRICK VENEER, OPENINGS, SLEEVES, 4. PLYWOOD SHEATHING 1 -- 92°`� 4-rt4 I I SEE PLAN INSERTS, DRAINS, SLOPES, CEPRESSED AREAS AND RELATED EQUIPMENT WITH If I - I ` ALL OTMER DRAWINGS. A. GRADES - j 4, THE STRUCTURAL DRa6:N55 PLAN SPECIE:CA'!(TNS REPRESENT THE FINISHED 1. ROOFS: ANY OF THE FOLLOWING - EAS STRUCTURE. UNLESS OTMEP%ISE NOTED, 'ns:` DO NOT I'.D:CATE THE MiTHOD .. J OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL METHODS AND i. 5/8", "C-D PLUGGED", GRJIJF 1, At%, "': �" i :, A GLUE I 3 t. 5/8", "UNGERLAYMENT", ,,RJUr 4- A, " f �' t �R GIDE EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORT,►TEN AND 0HER c , a ; +tt RI OR GLUE PERSONS AND PROPERTY DURING CONSTRUCT,?% AND SHALL E'.GAGE, AT H:S OWN C. 5/8", STURD-:-FEJOk", _•FAN . .. I + " /''n" c, l //Z"•/°0 • EXPENSE, QUALIFIED FERS01.5 TO DETERle.", ALL NECES`ARY PRECA,,":.'.aqY (INSTALL PLvW00D W/Pt1l,,GED FACE 1 • MEASURIIS AND TO INSPECT SAME AT JOBSITf . ¢. R:CFS - "':ER STp_E S SEATI'.: LRELS Z 1P5 _ m ---- -_ 1M13ToLScM..l2"}�G L • _. ' 118: ` RD-:-FLOOR/2.«.1' , N c , c ROUP • I' APA r / i StcC:AL INSPECTION E + _U. I Vi"GLdAI? y 3; t EC: =L INSPECTION PER UBC SEC. 306, BY AN I'. E,?ENT T£STIN: LA �RATORr, ;. FLOORS - 518 , "C-D", INDEX NEE PLRtV 4 114' _ :S RE-JIBED FOR THE FOLLO%I%6 PHASES OF CON:1.'.' ':CN, I _ t/2,•� " 32 • - } M ATLII Plash ( PLAN r 1 y WALLS C'11' INLEx 'i1c•, TFT :,�.. ,�;� EP.,• �2• I x A. STRUCTURAL FILLS 7E. ',L1.IVG RE�l1:�E1hEN1S FROVIi•E ' ,►.: a 1 c'°• ' I ''.,t ` �`f w4l'. _ - .. U. CONCRETE WORK (INCLUDES fUUN11A TION w,)k►,) ;.c C • ,.• ;,- „' � •• 5/8" p C ,�,/a,. C. STRUCTURAL WELDIN: SHOP AND FIELD ' ' S'A= Z. L':E 10� •='' '1�. NA.LS A.� �/".M'c :4X1" _ES al 1 1.$" PLYWOOD - R:EfE� h _ 1 -1/8" PLYWOOD I%STALLATION PLAN T;; 1/S.` i;R SFA:INS) l VI P-0 „ 18"UiAMLTER COLUMN r E. HIGH STRENGTH BOLTING _-IES OF INSPECTION REPORTS SMALL EE SENT TO T+;E [BUILDING ;FFICIAL. ' SPACING - PANEL ED.iES = 6" o/c z WAIL pA,NEL. Sky TLYBE - INTEkIkl• IHfARINGS = 1: i. A' R;1; - 11 , /L AT fL�(TRS - lExCfPT AS NOTED ON fI•". � -- z N?tE:5HEAIMING (CIN}4E 1 Y b'. ',HAIL L1 . � :�! '. fl ; I• I pit t�,'1 it:Ac IUkE FACE PLY PILA7IER sfcTioN �# 4" t BE NT1� II4x4 I 1 T;IAAL S'EEl r 1 G ANCHORS AND Io : DE 1L '• "'.W . . - . S. 5 SRAM N A MOR JO ,A ER: 'L S. Cin /t M.s1t STR'1 CT 01, _CE sH£ij 54 11.' - H -if �1 F �/Z�tSXS A.L S1kUCTUPAI STfEI r�F. :,,TACT (, '. �' TU Rt...:Hf',.'.' L:',C h'ANUAL Of NAILINL: S AL 6E E'ER ICd P.M UE; :hOAT:C:S h 11 A�1• " H L i ry 7 STEEL CONSTRUCTION _ IDLE ICE)0 AQP^ROVED 10A05 .Tl 1 �'- ,1 S-a 4 EA W;-,i --"•--__ EQUAL TO OR GREATER 'MAT, �r. : TR . - -'- �•.", ', .I b 1"LADLE FOR REBkV, C• STEEL PLATES AND SHAPES - A',TM A'n ,O'. :M PLAN k80.E PANEL IaEAR11Vh PIER JOIST HANC+ERS WHERE ,�.� T, � ;►:T. Ir� 1 98'(0• _ r - r 1 3. TUBING - ASTM A500, GRADE B -- -- - - ,/ G01OL/T C. wOJI' ABUTTING NASDNRv (.R. C ^V TE 4. NO PAINT ON SURFACES TO BE IMIEDDED IN CONCRETE - !--'E � � A. SILL PLATES - t� ":1•-c ~;iATED :;t: ..t : 'A ,•' .. , q. 5, ALL WELDING TO BE PERFORMED BY CERTIFIED 6IDERS AND W/aPPROPRIATE ELECTRODES l %. : F. 6E4M5 - PROVIDE A ti_" :-;FACE bET+.:Eti ., 1 A .: 6. WHERE WELD SIZES ARE NGT I,JDICATED, USE THE FOLLOWING AS A GUIDE - CONCRETE OR MAS:•."', it:; IIv% A A. BUTT WELDS - COMPLETE PENETRATION OF FULL PLATE THICKNESS C. Li ),(ERS - ;:n:(: = .1)N1:N,'i'.: . Ar. c ;t 159 3, : ",:N4 RP K P"I'NE• . LES ca FTG (u' Ce"5cax 1-4" : CONCk 1E B. FILLET WELDS - 1. EQUAL TO PLATE THICKNESS IF ON ONE SIDE ONLY «� PLAN 47' PANEL �'Akw, VIER' yj 11- 06130T EA WAy ;, 2" T L G WOOD DE':NG - / 2. EQUAL TO 1/16" LESS THAN PLATE THICKNESS IF ON c 5IOE5 -- ~----- _- L_.Li GE G.T. C,RAI,t - ' . I :F -LARCH, �� DRY, EACH F`1fiF- T1 6f F1'tL (.': '•• ' FTG, 1 3. COLUMNS TO BASE PLATES - EQUAL TO COLUMN WALL THICKNESS -• l,c: LACE' ;R: �L4ii,l.T:1,. �';' .tt` W/ 2 -TOOL C- ► , L 2-m 5 Lr_EDGE BOLTS L) A. STEEL TO STEEL CONNECTIONS - ASTM A325N (BEARING TYPE CONNECITON W/1HREADS 1 � ALLOWED IN SHEAR PLANE) %� �>F�_EiOIT SPF CI NG 4T SIL( -' E. , - _ SELIG/ B. ALL OTHER - ASTM A307A. ON 0N1Ek SPACING I'1 � lit iA1l:, Ar NA LL PALATI- ^' REP POINT p r 4 B. LOCATE ANCHOR BOLT A MAX,MJM OF 12 INCHES FROM END OF EACH PIECE FIENSLEE 210 / 1. ALL CONCRETE WORK SHALL CONFORM TO REQUIREMENTS OF ACI 301-72, SPECIFICATIONS C. EACH LENGTH OF PLATE TO HAVE A MINIMUM OF TWO ANCHOR BOLTS FOR STRUCTURAL CONCRETE FOP LdH DINGS ' - - D. INSTALL EXTRA ANCHOR BOLTS AS REQUIRED WHERE PLATE IS CUT OR NUTCHEt , + • - _ Arch i tec is & I I- t15�••gpT - « 5 �Ek'C STRENGTH - f� = 3000 PSI d :r. UArS 11 , { ' tom; �1 ! • 3. FEIfORCING STEEL - ASTM A615 GRADE 40 - STIRRUPS $ TIES '." OF SPRINKLER LINES Planners �Rw7 - - 1 12"MIN -'54E SMT S.4 I ASTM, A615 GRADE 60 - ALL OTHER - SPACING OF SUPPORTS FOR SPRINKLER LINES SHALL BE S;'C1+ S'4 J ... ALL SLABS ON GRADE SHALL BE FREE AROUND THEIR PEFIMfTERS THAT THE MAXIMUM HANGER LOAD AT JOISTS OR PURLINS IS LIMITED TO 150f1. MANGERS - S USE RIGID INSULATION AT EXTERIOR FOUNDATION WALLS FOR SPRINKLER LINES SHA'_! NOT BE LOCATED AT THE SA!'E MEI'BER AS HANGERS FOR CTHfF CLNTt1QE0 ON SEARING PIU USE BUILDING PAPER OR SIMILAR MEANS TO SPEAK BOND AT INTER;OF FOUNDATION WALLS ITEM`. EVERY PRECAUTION SHALL BE TAKEN TO DISTRIBUTE THE,LOADS s;^M THE VAR:(, SEE PLAN �- I 8 AND COLUMNS TRADES AS UNIFORMLY AS POSSIBLE THROUGHOUT THE ENTIRE FR04NG SYSTEM. A - ---- - - - ! EXTkUDEO t±l-;Mt* .T b3 USE A COMKERCIAL BCND BREAKER AT CONSTRUCTION JOINTS � , 213 sw Ash Street i _- wM-RF SPRINKLER LINES ARE PARALLEL 10 JOIST, USE THE FOLLOWING AS A GUIDE - PLASTIC --HtMS L .1F "BuRKE '`�U/�EK yHIMS" S. THE ROUoHENED SURFACE SHOWN Al MaRI1:hTAL COI.STRU.TION JOINTS KcAkS THAT TSE 1, PIPE WT (INCLUDE WT Of WATEP) LESS THAN 7.9 POU'fD5 F'£R FOOT r'AY BE SUIPJRTEt` Portland,Oregon 97204 _ CR hPPriCVth EC�UP,L SURFACE SHALL BE INTENTIONALLY ROUGHENED TO A FULL A'IaL1TUfE CF APPROXIMATELY BY A MINhEUM OF 1 JOIS' (503)224-0171 1/4". THE ALTERNATIVE WOULD BE A KEYED JOINT OF ACCEPTABLE S::E �p PLAN t. MINIMUM REINFORCING RE QUI REh'ENTS - UNLESS OTHERWISE NOTED 2. PIPE WT (INCLUDE WT OF WATER) BETWEEN 7.9 AND 16.4 POUNDS PER FOOT SHALL BE SUPPORTED BY A MINIMUM OF JOISTS HORIZONTAL ANS, VERTICAL IN +.AILS - 1/4 OF 1I. y •1 C) L/2"- I-os PROVIDE CCR%ER BARS AND 3o BAR DIA1,10ER LAP SPLICES. ST4:JER H,kl:JNTAL SPICES. 3. PIPE WT (INCLUDE WT Of WATER) OVER 16.4 POUNDS PER FOOT SHALL BE SUPPORTED - FRAME OPENINGS W/ 2 -05 EXTENDING 2' •6" BEYOND EDGES BY AND ADDED ROOF JOIST OF OTHER MEANS AE,"ROVED BY THE STRUCTURAL ENGINEER FTG 4,' D'SQ x JL4 �'I 9-Mtn 1507 EA.WAy 'PARABOLTS" MAY BE USED IN LIEU OF ANCHOR BOLTS FOR FA .TENIt.G SILT ELATES. I'zu ' / JTHEF ExPaNSIGN TYPE ANCHORS p.ar BE USE : IF THEY HAVE f�UIVALENT ICE+O APPROVED LOA: CAPACITIES NAILING SCHEDULE �`� E. PRECAST WALL PANELS - PROVIDE ALL '.ECESSLG' ".SERIF, A;C:'Ii'.-_ REII,FOR:INC,+, CONNECTIONS - 41 NAILING S I BRA,^INS AND LIFTING EQUIPMENT AS P£3U:F_^ :0♦SALELY LIFT AN: HANDLE MEMBERS -JOIST TO SUPPORT: TOE NAIL 3 - 8d TIGARD `4N r.:THOL'' CRACKING OR DAMAGE BRIDGING TO JOIST: TOE NAIL EACH END � 2 - 8tl SCHOOL REF FAINT BLOCKING TO J015T: TOE NA:L EACH END I 3 - F,: I �� DISTRICT li I BLOCKING TO PLATE OR BEAN: TOE NAIL 3 - 1:j 1 j�I{�� 13 l S 3 2" DE(KING TO SUPPORT: BLIND 8 FATE NAI; 1 0 2 3 J STUD TO PLATE: TOE NAIL 4 F : \_ FTTa J• i i � ! OR: END NAIL 21,6 B 2X4 SIDES G, AND: END NAIL 2XE STUDS 4'�•• �� MULTIPLE STUDS OR LANINATEt CQIUMNS: FACE NAIL 1 o 16" a/t i TOP PLACES: TACE NAZI lt�t of 16" c/c ,f kfRLc / i 5•I / TOP PLATES: JOINTS 8 INIERSEI 100 fk[ NAIL 16c PILL Y j 'I REF FAIN'( , REF F1'DINT I LAMINATED HEADER: FACE NEIL AIYRIfi EACH f D;E � :',d 't" e/; O��w,Sr' � ^,^ N , I` _-_ x c ✓ JOIST, LAPS OVER SUOFOFTS: FACE NAIL 3 - Tod v r` '" •" + 'lam y FL.AN k1Lti r -"-`-' - CURVED ,111 D., c ' ADDIT!0N,` BLILT UP at r d E XF 4Nc::'N BOLTS 4 -«5�� . . 'I Y'GARD b I! d" I F GESIvh :S BASED ON THE l'EE ,F 'fc :,r LT C :�;RS". ANCHORS PRODUiED ° N3 TIE>�r21'9`c. ti I :P - 'Et% THAN THE VALUE$ E OR t :RAE4;' RT Fo OTr;F F4CTURERS MAY c. LSED CRL�':n: c1E 1 B� AcA T 1 il(�1 1 �+ 11001 C CI IFS EQL L F i SCI i `1 6: s4 '�• rl0 T�LAN 5'37 or FZ f=rG 4'-OSP x114' th " c I ,-t3� 5-tt5 Bol E-A.wAY C-/ucJ•I x-► (✓� -PLAN AP�D�E ELLY, !DJ_(o`- S '1 11 PLAN / - 1 20 LS i Ity 'v ► 2,r4 2 It:"ONC DBE. 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SrDE t� � , II1 8 CATWALI( - CDRNLK LAST SIDE t 4 4/1 I q ;/2 i !o'- D " / 16 -0" i I P0 yr 1L.,KbX-4 S5 LraLIFK 61, 3'/ x9 3 3/4' C X P, I'JOLTS vw y x sv LEA[IEP, 41,L. 3/E+X y - 4K4 pOjTi Zp �'�� / �` �, dw ;� 2 3/4," Exp, BOLTS r . t •� ,,b 1, I I1� v I'1 \4' ,� �• KJ 2-3' i 4- CA-rVALK FFtAllINJ, PLAID l��r. = 1'-D" � �; �c, a �`°� � s� ) 9 I 2 ► rC Y ,,, u • 9� c X r-4 co 74 \ 9\ tn ML4A UNIT *4'Ltf.WL7S MSH t, ,2•t�/� � wT-droop L 8"Y: -AT \\,��h s�� �1�, _ w 8x17 - i 1 p..a rnH 64w1 P 1, `4 I t,��'� 2i low j�-� 1"/, � d„ �Gr2,c20.7 GL 6J/8x ' 4t. sa8r� �j I + wy2/ K44 r I L $� %L LEOGER I o 2'B, 6j@. ,► 3xbOGER 1 r4 GC. 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IHI I I Y1 �C L i O 3/ �c $ Z 4 � ) G L d 3��X 1 S Portland,Oregon 97204 /, (503)224-0171 I I 1 W =12._�O S1S I ' I ® k I 416bLIC4 �� - 8,o„ ` 'I. w U41o'NGRS X 4 ''HHU 3./25//27r w/ H1/2' Z+' ��' FLOd� I �} <,b m�'� .� I � mac. T � __-- - �.w ,�xz-- s \1 1 419uj 3Z '� - 1 V s' p N v �� tQ T �' !T-�� I Z -.� 5 E'qC I PJl1 N M x ? a fn N I >< -0 � Q � I U ,y\ 'N I ' I I N1 GJ~ J I Ca `C �q' �- y V�h I6" 611 �03�_x48 (24� ) I 51/� , 1 �3 x�i, 1.4,1 pl 'fujD NAll11Jll ' 131_4 811 , 4,. c'_0 ' �- IDJ lom .C' ro' -c ® END 701m-p TIGARDn 7] .�-� — l0 5 I i " s� ( �A01) w/All�o IrvT�RMEDIATE SCS 1G��, 1 �t� I,ti I � poR>'S a i I �� S' r SuPPuRTS DIS 1 ►�. vT I E -LLEP u I NAIL PLYUJ p Sl L� / �� I- "Y 2 SEK 5 8YL t/ AjW A sre M V. - 5 1 ,h\ �TWP- C_ x4.1cip-wiLI I I - -- - t -rb ALL MEMBEf�5 � / 10d I I � y IVO. 23J 4. NAIL 51'AM)/, : IOd colt 3_ 3 I ti ,, .E 4 GLLt:[X,ER 318x�r/2 k l I b 69 !:N D TO I T S WALLS 5 rn t} 1 r►� ''� n"e -, e I NTC1tME C1IATE 5'II'r'ORTS ( J t 1 � ,,�� 5'fAl'l-6 1� Li ED/iE5 Cv 3�� •-c � I•�/L N L 83�4' x�„ CZ4 P � l (� 6' G •c SEE 13 GLLEDGER S118,iro--- !' I _ j•8 1 C L� / i3RA61NU 5'(fCU f rJ+ I �5reKID I/1 ! l �v ' � N ,, � JDITC�RIUM AT CA , I�►Las�l=re (130114 MIDI.) ;r, Lbd' Ek�lor&' m o� and ' _ W 8 >< 3 __.- _ I ,� VU 8 x 3 1 - �aLLEDGER 51/8x X3/4 5E - - 10 NTIBLVD Fop St_oPE ,C •� �� 15x X3. 9 �,� — - - --� — I s s,, I I y >< - COUNSELING X -0 / 9" "'9. tiN % I qv''J m ADDITIONS OPEN 0A ( SB ooa 9 , L I 4L.�ax10114 1 J I - �+ H (3e w - Ih �. J is t . � 1 I\\'►," 1.'y,,� \ / A L L F-Ck% lc 3 V4-A 6 5 0 G l y X 1 U t ' — __ A - w $ x I-I - \„/ 8 >< I-1 LLEOGF-k 5/a'101/L / I -- ---- — /, i ,;� ,= K T I G A R D _ s _ - --- — „� -- Y ?J Sra 1„�r G)L 8,c I C,'x7- 0._ \ �. HIGH SCHOOL 'N a 4 g IIS v ? 3 2Ft114r6KC. / Q ._1 � f8 S� ^v !,1 Sf�, .� w/b 8.1 PMIL`� Q 0. 3 uW LLIXr aY! 11 / 1. j ;, ��*rr 20 ~-- , -" 3ter; I j r 1,� I� s 'j PLAN ALCnLcIMN 7:ASES Z. T1A N AT 6)CIP l F4)V FRAMING 3� 11' I Le - „_ , _j 2 N Ft V4n4Y, c Sr S /rb -/ /0 a '" /�2\ 1GL 3'18%t1'L x ash * Ts Lx 4x D.250 � O ►'—'t+r INSTAL W'Nq.IOW �- I �I \ I _r)IJ L�IQC. WALL _ ^�1 ►4 NIO VJ V SD 2 ` B 4 x �rZ' x 3' b" N -� \ I v n / h ME7A1, V W I I / LOG AT. A�ELEV, 15a'-O" \\� \'Y to �/ , z ►-, ✓✓ on3 LIIU� I ONLY ♦ I \ \ r — �` Cil_�'rs /-1Z ry CONSTRUCTION NOTE: f— - - - [I $ Mei 7 r 7 Vt �/✓ /` �� 3 -3/4 EA P" g0LT5 (d 8'� -� THE FRAMING DETAILS ARE BASED ON THE FOLLOWING ERECTION A14D FRAMING PROCEDUP•ES AND SEQUENCE. I 0 I 1. ERECT AND BRACE THE WALL PANELS FOR SEATING AREA, BOTH SIDES AND REAR, A14D THE LOWER I5� y l '1rDc��6/ I 2 /8%4ANCMuQS 41 PANELS ON LINES C AND L. PANELS WITH OPENINGS ADJACENT TO PILASTERS SHOULD BE SHORED Sts Sbl BAR x 6 WELiq Ta 4" F13, SO THAT THE SHORING BEARS ON THE PILASTER FOOTINGS �, C� S t ` 2. POUR IN PLACE THE LOWER LIFTS OF THE WALLS ON LINE 2 AND ALL THE PILASTERS. 3. POUR IN PLACE THE GIRTS ON LINES C AND L, AND THE GIRDER ON LINE 2. 5 L C VA,'T10r�5 51r 5 ��IJ t/9/ 14\ .04' 0, 1 r - ---� AptP E3JT tOM 0r PLyWO06 4. ERECT THE STEEL FRAMING AND THE ROOF BEAMS OVER THE STAGE AND SEATING AREA. 6, IRT REINF 5. INSTAL SEATING AREA BRACING STRUTS AND COMPLETE THE ROOF FRAMING AND PE.YWOOD INSTALLATION hV \ SS o s E fi OVER THE STAGE AREA. `� I f y _74-JIT 6. ERECT UPPER WALL PANELS ON LINES 1,2, C AND L, CONNECTING THE PANELS TO COLUMNS AND ROOF AS ERECTION PROCEEDS. s - t �-- L -05 - -CORNER f3A95 130TH EAJ65 7. COMPLETE ROOF FRAMING OVER THE SEATING AREA. FD/lf• F A M We, V-0" OF GIRT PRIOR TO PROCEEDING WITH WALL ERECTION, THE CONTRACTOR SHALL SUBMIT, IN WRITING OR DIAGRAM, -- - 1 L A IV -- - 4� 5 S�l b A DESCRIPTION OF HIS PROPOSED PROCEDURE AND SEQUENCE TO THE ENGINEER FOR REVIEW AND COMMENT. 5' S 11A " =/'-U " /1 —V THIS DESCRIPTION SHALL INCLUDE PROPOSED BRACING AND/OR GUYING METHODS AND DETAILS. Wiltemette Print 6 8loeprint Co. NIE071 � ..,, w1l d;OiEgltYrs I r , r... ,, y -. .w..-. ..-....». .._.... - .. M I I I I I1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r l l 1 1 1 1 1 1 1 1 1 1 V I I I V I I I I I I I I I I I I l l l l l f l l l l I � I I I I I I I I I I I I I I 1 1 Ill Ill 1 1 1 1 1 1 1 ( •• _ r. y . - - Iflll � l I � III � } i � lll � I � III � I I � III � I � III � I �_IIIJ..� I •�I�I_ If� l ILI ISI IlL NOTE: IF THIS M;CROFILMED 1 2 4 1�I_ 11 1Z , • DRAWIIG IS LESS CLEAR THAN — THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL L 'L L 4L I L L L I lif Otrr et t II [ t T i 6�l i i T 8 11 L g 2 ► t; L t r, 1 DRAWING. 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ST�p� < I 1 ------ - , 213 sw Asti Street �• 4 , 2- 16 d GDrI, EA ►3LO(K4, GUT -rup5 hLYk� Q ;! it Portland,Oregon 97204 TO SLOPE PLATES ,) CUN'(IIN, l3LOCK1(J(I AT ► .L ,r A� I 9 � ' 1'L��1'U 1011075 (fypitfAL ALL WALLS) 7 (503),424-0173 1.101E TO TJ,1 BLOGKIIJ(T LO6ATION 4 n1yuJ'0 fOIAT � � aM. C- (o'� ROOF' SLOPES OIV PL�W'U 1.0 lain NoTLH glr), rOP opno517E 510 5 ro ADMIr Zxb S/g VL/tv'� = 4' cpNl. 5Lokjb `Il � E A, WAY @ I d' p _ Iro' '(l I's tC� 1�o C,.L 5 r/a r I b /fit, I II ^1 Ib' TJI '1 C, I?"-A 16" k^ 2x IOs@l�Jl,n 2 r 10 5c., Ib' ---- -_' wlrO 5-r1FFEn)ER3 1119 NAn1l,FR4 Woo. 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I 13 ' 11.6„ 54, 4- - w/ r MER AcTUA7"EIj — Oil 2'-a s4 5 - *3to 5 FOUNPAT )OO PLAN 5/ _ 13L.00KOUT TOP 6'' LDL, T5 4 K 4 � '/4' - - _ A AO 6OL.T$ AT boon s A *r MAx. 4'-0' 135, %x 5 FO1z 5Tw) WALL- 13En)a To I' &ARS p01AJId 3 �5ig U►NZ°JtLtS - r AT FADS of 6EAf� - �I _ v 100'-o" -- — - Z - To ��, - __ L_ 3 TIES (a 18 >1 8 rJ �, Rol — 6 -04V k' z� �'N 15 j H oLu� w > - -y ---- -- -- - _ cp x i q • N � 1.� us _..— (�>: INP, - 5EL 5C{�c�U(.� y 5Q. !=Ti1• SriE PLAU 4 5�E USC,. I Trop NUTS , Willrmreir Pant!4 61ue„nnt Co. N7607I � III III lil III 111 III III I 1111 III Ill.f � 111 111 III 111 III 111 III I I III III III I I III III III I I III III III I I I I I I ILI ill'I�I Ili Il � 11111111111111111111111111116 y •�ar:.;�_ ,... � � i ! 1 ilia i1 ! III . NOTE: IF THIS MICROFILMED �- T- DRAWIPG ISLESS CLEAR THAN - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL ���� DRAWING. IIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIL'll, I;J.II IIIIIIIII II IIIIIfII IIIIIIN I��tl�� IIIIIIIII IIIIIIIII IIIIIIIII 1111111T111111111IIIIIIIIIIIIIIIIIIII 1,1111II�IIIIIIIIi IIIIIII�IIIIIIIII IIIIIIIII IIII�IIIi JUNE 26 - 0. 990 LEGEND -�r�� I-RT Cnz 5-IZT Box • I / AS f2F_QLIIQ(=D WITI-1 CAST PL_JS/-1 WITO 1/ ' LPS LPS o I RL 2 L� PAvik" OR FlrJr5►4EP SA AJ Go C-142 S DG0 c lzAc7E EL_E- v. LPR•--- LPR LOW PRESSURE STEAM RETURN e i TQE�C� I►JDIGATI►J� 5F1Zu1GE �, � " W' SANITARY SOIL OR WASTE ABOVE GRADE I L5EwZ_-AvoTiopJ �.• _cd I' "�'�""�� W SANITARY SOIL OR WASTE BELOW GRADE 45' � 1�\ PIPE. Y o p 0 -it 6 f f `�■'SD- SU STORM DRAIN ABOVE GRADE ,��,,.� , JI d' o C , o `O G GLEA11-ULrI l !{ ��SD�� SU STORM DRAIN BELOW GRADE �-� - ��� F-ioJ ---- V VENT Bc -Ton• Cc- Tom►_ l Go•.J��rETE c�o. 0 rp 2 VQADE WHERE --- �FlPllb►IED FL.OvR TAPES TIJ2EAD- {Z PAVIPIC� NbTED � C W' COLD W A T E F E x..AvAT 10AJ S.c A- , c N Q17 BOC7Y _ _ -_--- nIOT EXTE►.JD BE. Ow -- " '- HW HOT WATER. 4'1 LI►Jt RHW RECIRCULATED HOT MATER P TO �`�=TI►NCa CwZAVFL 10 64-iB ' '01 "( _ L't3Lc7LK0LIT I►J FcOo-rl Ca �T 1'✓ALL FOQ PIP11.)G, G G NATURAL GAS PCE , � � p I G'�i-�►J'r L"•5T � , '•� I I•.pr MI/J.MLJM KZC».1 CC) LZ'SE¢ - S CO) 1111i NJB a•2 i !i` M•N1 S CaQ�►�'r� , o C I AIDAPT02 G,TTJY Y ° i GV GATE VALVE GC GAS COCK a . \ --�+-- CKV CHECK VALVE _ _ ti► I y ;�wq� j ��►--- BAL BALANCING FITTING I e ��' "` DE.� TrJAhJ �.. - c w - TO S�wE.Ie L►.IE (o'MIA. CO) c�5'N.. AnJ: K'IToJ .K YE I/D t ~ GF�INNC. PQL)vIDE. 5 C Li IC_ I +� 3124 r M Fa1CJT C1]^IC 'Tt.- .5T � c rte. P.� Arezx_bljP A�(r F`lzwlk_..1 CZ_*J JELTCwn T.Jr J 11 -� f1V TWO-WAY MOTORIZED VALVE FIFI►Jy Tii,421J FCx'TIr�;,�E 'WYE' e. •e :3E-A)D TYP) T w � A D` 1 AIL - STORM DRAIN _ PTRV PRESSURE TEMPERATURE RELIEF VALVE I DETAIL - REI_ ATION OF TRENCHES -���` M- I ----�] c,Fl GH GROUND HYDRANT /�1 I TO FOOTINGS AT WALL FOOTING -- wH WH WALL HYDRANT T _ Ay ® / No SCALE TEt-_ DETAIL - CLEANOUT TO GRADE -� oY DV HOSE END DRAIN VALVE M I ----{ HS H1' HOSE BIPF �•;EewIE ;_ .^su�tToiN �J;. Twt SIDE-y vc Tq�,.Jcr� FRcy�,� C��nNc, ( CTG ) I OkTI.- t3AGKGlu 15 COMPLETE N � SCA_C WHA WATER HAMMER ARRESTOR SIZE C 2 �'��''� cG o55"Ic' �1�JDE2 f nJ��r MOG E_ T.aonJ 3 GELow �TC,v� oc / 4� '44E NoRMAL F<)0Tip4_ 'u.JAL.L ESE E.rJLnSED i� C_-_� ,AJor Lf-tot, 1 I b T.JAQ a LJnJDE.Z L/T 18' WIDER -rowl J PIPE 5L E.E v_ AND r-JL.4- STR STRAINER WITH HOSE END DRAIN VALVE w�c�T.J cr c A1rTi c, ---+�►- N UNION , FLANGE / G6Q -�- PIPE REDUCER p,tJ� V^V� ( T 1N��Ev R �,r5? 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ROUND, RECTANGULAf 8g, �• GSP� '� `' Ct3 '�� \ •KJuT, c / i'Y PIGAL- W INTERNALLY INSULATED DUCT DOUBLE LINE , SINGLC LINE PQ I G h'P . 1� FLEXIBLE EQUIPMENT CONNECTI01. ty"Cr�pO�s. ol r.IE.WC•.A,SMETER 1 - M - .y•4 � I I BY tJ wrkG \ S- FLD FL.D I 199 G1-0 SEE 3 ►�.-_. / FLU FUSIBLE LINK UAMREP = TY P. M-I DOUBLE LINE, SINGLE LINE I.E.• 10o' I'/a" - - / �" '~� I 4 DETAIL INTERCEPTOR -� (194.5o') -__- cTCa / T 3 til- I ;ic:,tl _;? SELIG �„i BUTTERFLY VOLUME DAMPER 1 l �__� � 1 �. EXIST I" GA5 LINE \ 4"gD 1 Cl DOUBLE L I N L SINGLE LIKE � •�-� _ •To aE 2F.rtouTeu � � HENSLEE 1E_ 19400'-- FLEXIBLE DUCT CONNECTOR EY,15T11.JG CAFETORIUM 6LIILOING �c'�� BY wwwlw ? COQ Q \ (2; / l L1U 1 W � I DOUBLE LINE, SINGLE LINE EXISTING STAGE FIN FLR = 194.4' 100' d `��`` Architects - - ---- �. �- I � �/ \ DEEP HYDRANT �ASP�IALT PAVING �-BOX C, NIrJuED VACUUM / LOC-KING COVER Plana py ASU AIR SUPPLY UNIT 1C./ S `1 {{ �� d1� / / 'bJ/ 11't�T ALA_ TO ORAIM EF EXHAUST FAN „ NEVI AUDIToR1UM BUILDING y J/N // / ALK�Y FfXJ0 DkAjdAr+T XOG5 ZIM EL.=191:x' - ` / OSA OUTSIDE AIF; `� �8"GSP I� MEW STACaE- FIN FL-R 194.4' - 100' O AL'D AUTOMATIC DAMPER 21AA EL ° _ XO8"GSP OI �_� /` '�...�EX1ST 1 - i 4` O- f i� v "' GcN IG �n'ALK r,H GAS 11 - `^ y ♦-CG7`<_2F_7E F&D - oilv 16T.Cv5' +�-- CAD OUTSIDr AIR PAMPER ` M RAD RETURN AIR DAMPER CTG II, _ OBMit, :4'SD I.E.•,94'•5%s"(186.153') / / ' I 41 -- N C' L' /CL A lo" �1' %� i Go1.11J 4'SD Tb 1'E12F. DRe.u.l S 213 sw Ash Street E D EXHAUST AIR DAMPER eAPPR� SD •fir C 3"SD LES'-190.0' 4 + O -� j EES csP l �w/�� o i� � I E.�_92'-�"(ISG.9') l 1 _______- ,fz� �� Portland,Oregon 97204 @APP x. I E - �' C�.r �''� _ Ill-2a 191N (503)224-0173 CS CEILING SUPPLY DIFFUSER 183.7aG �Ia'csPO �` 'SD- -(E�5' D5 CR CEILING RETURN GRILLE I \ +D. TYP FOR 4 ``J�g I -� - SAtJD InITE2t.EPTOQ / y (� .� F'jl 1GCY II Off_ . 'I E.•9Co'�'.3"(190.83') M-I• � /• / I \EE CO 1 �=f `r / �8"GSP I�� / CE CEILING EXHAUST GRILLE Sp CTG � co D P-F:F� \ 4, 4 �l�l.4 S 70 c � I HS HIGH SUPPLY GRILLE � �� "W g• lo" p � Df?.AIrJQ581.E.='97'-I'` � to \GiC„ to 5D .. '• .•. 1.1- SSG \/� HR HIGH RETURN GRILLE / tee, �_ry �s50 1 I,9 48'1 \ _ 45c> OUTLET i_ EXIST *- - - • + H E NIGH EXHAUST G P I L L E. `� '�-flGoT.1G�•:� _, `� -0 �A '/.l.E.•18�.�� > sic e�ecr \4ci.L LR LOW RETURN GRILLE 0��(�`���� wA.L_K 8"sD ��`` 4'aDI.E =9F3' 7 �t-,�.''''ic' ; y c; w/Dr�lr+ inD cz� F I ^ _ \ �E�I�O I i" B' (192.98') J Y r 47ccw JLE f T ROOM 1HEkr1vSTAT �'� - �� ( ` ��/ �, �..c1P ,�1 -- r.--- -- _ t �} �r \ISE LAW IJ �� ��/(/��/ E IRRIGATION 4 ? i�-2 GAJ. F-T. OF '^•r� k bC� �� •. �r I� or VALVI 6 / \�� I.E 12.',0 �' / / 'y/ 1 I" MINl1S c_jG�iF1_ N. O. NORMALLY OPEN I �' 1 E ry ��. (^� i N.L . NORMALLY CLOSED rIS-; .r%-r- D. F. DIRECT ACTING 8csr� I�L LAMP / 7 J c -L v GE �1J _ ( c.c t E O / R .A. REVERSE ACTING j� _^/- /� -0• • -�>u IV r t riI tL I P.E . PNEUMATIC - ELECTRIC 4"W (TYP.) � ,J SAV SOLENOID AIR VALVE \ �� �'A' •� M"I 9 o I;LL NIGHT LOW LIMIT _ /// �� DETAIL - __ / r _ GROUND HYDRANT E SANITARY y -•.. OE C9 w'(. CLOSET SEWeR MAWHOLE- r, r• f +i !�1 I p � WATER TOP E.L - 180 33' AUDI?'0 R C,�"1l1 1 f I U URINAL LE .179 (.5 @IE = rr9.rco'� C�nd 1 r_ 1 t r j L LAVATDRI ES.W SEWEEZ I: C0UN.SI� �' NG S SINK � � e'csP 3 >r �tQASF'tJnLfLT PLU/I1JG 2F3•GH TRdF=FIC- 1 AMMON SS SEftVICE SINE GRATE_ WITS-J SH SHOW[F SD- 0E 101, RIMca EL FiIGYC.LE BARS at RIM EL 189.Cos' llll `\ 28• �`-------- OF DRINKING FOUNTAIN �` CE_r�1TER, 4SIDES, \ �_ 24� 1 IGF1,1 :J GWH GAS WATER HCATEP �� ,� tIZ"MIN � , HiGf-f SCI-,00! RHWP RECIRC . HOT WATER PUMP '� � � �OVE 12 CP, CATCH BASIL: o G o DE LEGTo2 CSO FU FLOOR DRAIN R!M EL Ise-5d SHD SHOWER DRAIN s�� E. G" csP(J �� (24' _L_"_A ( � DS DOWNSPOUT J•� �'� �/ I 128" � tJ �'i -JI I JG F- 4" co RD ROOF DRAIN s co(I-) •• ---� 5P SUMP PULP {7 �' ?_4" _ 1 �1 MIPI t I VTR VENT THROUGH ROOF �OE cg01 OLJTLFT 67L.JI3 FOR nJo F 1L1B MH MANHOLE RIM EL = Ifl�9 40' I C-cJrJ►„F..CTOR rP P _ �'9 � T-, • CIP CAST IRON RIFE EE FENCES SIZE A5 QE_Q'D, d -- SEE siTE. PL_AiQ /JO J CSP CONCRETE SEWER PINE NOTES: OPTIOQ TO W-ALIFJG OLJTLE.T .-,TLJB _ GA T 1200 *'1:4 5E,QC7`• i EL. ELEVATION 0 ALL EXIST. BELOW GRADE PIPING, C.O. AND OTHER NOTED INFORMATTON (EXCEPT SAN. SEWER) HAS PLUMBING .._ ITE ( L�`.N I .E. INVERT ELEVATI�FJ BEEN OBTAINED FROM THE 1966 CONSTRUCTION DOCUMENTS AND THE CONTRACTOR SHALL VERIFY THIS / (-' (G\ ��S2E�2EC�L1IQED To INFORMATION IN FIELD AS IT RELATES TO THE NEW CONSTRUCTION WORK. \M_ I I1 - �Q _ n.1 2a MOST C.D. , SAN. SEWER AND OTHER NOTED INFORMATION HAS BEEN OBTAINED FRO,,', SURVEY DWG. NO. 2 . �-_ SE:CTIo1.I 1A .�rJ ® ACCESS DOOR O3 CONTRACTOR SHALL CONTACT NORTHWEST NATURAL GAS CO. PRIOR TO START' OF CONSTRUCTION TO © LOCATE IN BEAM CPACE SCHEUJLE AND COORDINATE RELOCATION OF GAS LINE' AND INSTALLATION OF NEW METER, AND SHALL © CONNECT TO EXISTING PAY ANY COSTS INCURED. ;4) PRICR TO TRENCHING AND ANY NFW PIPE INSTALLATION, CONTRACTOR SHALL UNCOVER ALL EXISTING io DETAIL - CATCH BASIN _( C, B--I) QE EXISTING TO REMAIN J PIPING AT POINT TO WHICH NEW CONNECTIONS ARE REQUIRED AND SHALL VERIFY ELEVATIONS, SIZES, M-I NO SGA�_E pF LOCATE BELOW FLOOR ETC. IF EXISTING CONDITIONS ARE SUCH THAT DESIGN CRITERIA CANNOT BE MPT, THE CONTR)+<CTOR - Q LOCATE IN JOIST SPACE SHALL CONTACT THE ENGINEER FOR INSTRUCTIONS. ALIS CONNECTIONS TO EXISTING PIPING SHALL BE MADE IN ACCORDANCE WITH GOVERNING AUTHORITIES STANDARDS. U CAP OR PLUG SO SEE ARCH. DRAWING NO. 4 FOR PEPF. DRAIN PIPE LOCATIONS. ® RELOCATE EXISTING © CONTRACTOR SHALL VERIFY ALL EXISTING IRRIGATION PIPING BELOW NEW ST" ACTURE AND SHALL CAP X REMOVE EXISTING AND REMOVE: ALL PIPING NOT REQUIRED, AND REROUTE SUPPLY TO EXISTING IRRIGATION VALVE AND d RECONNECT. Timmer Associates 1' vA�I dui; I', I �.. 11111111111111Jill Ill 111 11111 IIIIIIIII V III /1111111 IIIIIII 1111111 V III,�)I 111I111�111I1 11111111'111 11111�II1 11111 I I�I�III VIII I I�. iIIIIJ�•1I1 III�111II I�III�IIIIIIIII IIIIIII t �._, + "� _ NOTE: IF THIS MIC40FILMED I --I--- L -- --_ -I-�� -- I - I I _�1 �__ I ��.►.1_4•} r��- - T ��L` -I-- -�.L�- I }�� I� URANINS IS LESS CLEAR THAN - 1 THIS NOTICE, IT IS DUE TO _ _ _ pN TIC . I THF ORIGINALI 0 i �lL tr1 l 2- THEDRA:.ING. IIII 1111►III,: 11 1 • JUNE 26 1990 ...._..�.- -._._d ..-. .r,..._,"..... .,»re•.,�..s�•.t � .+ay...ros9i�slr •nwaat,i.. -. jU tip\ I i CONN NEW 2" W TO K Z" PUMPED WASTE EXIST, SUMP PUMP ,. DISCHARGE CONN.-� ABANDON `" .- IN PLACE OE 2 v U P-f c,,r-�3"W FROM F D O �? CONN NEW 2"TO EO 2"V/ EXIST 2" PUMP DISGHARCaE AS OSUMP HIGH AS P055• NEW 3" W PUMP 4 K CONN VIEW 4 5D TO EXIST W INLET TO SUMP t, CAP EX15-r, OTPV �'?, YPy_I I cn SD� E j GRAVITY '5D I J i C�✓z CW ?--TP- 7 � �.�x �! r -I ��`� ,LJ Nk `E GW DN^ 1 1 3,W- \°s��� {{ ti T� MEN 10(o3124 3"w- G �� 5" O M I s�� z� SD K j"W 4" PERF 5uB SURFACE y 4"SD 4"W I.E. =97'-104' '� 3 o��co" C DRAINS, 5EE ARCH "" EXIST 3"W >S„ QD 119--•-Z Za T OMEN LOS 3 DIJ DWG 4 FOR LOCATION ABANDON SIN PLACE - 2470 5G FT. 2"V UP TO , ) WC•2 2-2"cW DN IN 3'(ZD 11_; A -- CLG SPACE WGO „ WALL W/GV 0 01990 sca FT. / 2 F t_I LSI 2"FD-I WC-I-I (TYP 5) M I GH 1-�� ��21 WC-I 2„CW TP--- DETAIL I -TP L I 2"FD•I � DETAIL - SUMP & WASTE - ."'`"2 PIPING PLAN_ 3/4"H{CW DN TO Hg 1/2" = O" t LAYS P� GH L I+M 2 I'iz'c W (o 1 , W/G V C' tel' `• a 1 Q 2"vvec-0 ' 00 2.. a"VTR 4"W I.E. 981.gh, - -- -- -1' B 'w 4 CO ( 1 2"v 2'z°V .2"V 2"CW 512E"C" 4"W FULL SIZE O , \ TOP Ur= CTC. 1 2"CW I"HW ••, / 2�z v WHA � A I EL =99' II%z" '�4" RHW +INI U_I 2"CW HEADER 7PV I ddV STO RAGE 104 CB-I CLG SPACE TYP 4 4"w IE=98' 1° I"CW HW, 1 N RIM EL.'9'7'-5'/i' < S� SIZF_„C„ WHA (1112 48') 2 v E 3/4" i �t t (IC11 651 ` CTG IN 4'SD, I r9(o'-5%" O 3 MOWING 1 /4" H/CW DN STRIP 190 / TO LAYS 4 TTPV �� Ao BELOW LAY. GAS SERVICE o./ l �4 j4 RI-Iww f r I NWNGE COgY WEST LOBBY 107 ` r 3'SD DN Sjq'CyV � / FIN FLR EL = 100'-1" ii �✓ ON WALL t4"CLP- O S5LOEE. E I-I GC 41 «IOW L Ir �G (194.48') tle C W 2-1'/4"0 W r K, VZ CK �•I'/a"Hw 3"R I I g„SO 1 I"G UP I I M. II�nV � /t, , 3/4"CW, HW R . 4 Z"W UP �� 'J"H/® Z„W UP 4 DN, -_�-� �' I,� �II I I RHW IN FIRST �. Z''/t'�'ENT 2'r-W, I"I-IW 3/4' 21�W 5E 13e5 SGL FT, , D.-- ( WG 3 / FLR. CLC. SPACE I I%4'CW f�+0 SLIP SEAL PIPES TLUZLI PL.00Q, n rr' lr 2'/z"V UP �'� 4' W I E.- 95' 7" 1 1 - In _may 9 a^W I E.=94. �4 W�� \ GEILItJGI WALL Al2TIGI�T. 3 I ;l _/ I.- ��� .� -=VTR I i 190.9z' 1.'� - I - -�.� - - - -- _- �- j v� 1500 SQ FT. M-4 M•5 4 E SINK I"G UP 2iz."V,2"CW, I"I,4w X Z"CW, I"HW c=- = 7 33 \ N 5/4" RI.4W 444"RHW ON f, UP ---- TOILET n �_ I 3 �1, 3"WC TOzllC*'-O"(%210.4' `4"W I,E.=114'-0" 4"wC0 `t,-' W ATER - `l PLENI)M - LJEATER K I I ' ' 2r "CW,11/4"I-IW ❑ I 4S SIAPE 40) GV�O r L J r J t F 4"SD SZORAGE 119 I.E.=loo'-7�a' I'.K'IaW M 2 I 4W p / 4 W LE -88 0" RE951NG IICo 'FIN, FLR EL =9T-7" 1 3"�^/ z N OWC PIPING UP TO BELAW_� 18c^.4p') C19z.0') I PIPING OCCURS � SEAL PIPES TI-120214.{•-J � �,TwALK- EL. =L 141'-O" -1 1 IN SECOND FLR. STA I P_ 101 M {-SI-LEFT METAL PLENILJM COORDINATE W/ STEEL. 4"GIP PIPING DOWN TO � I ) � CEILING AREA+ 5EE //w /�I "V' V t'} WALL AIRTIC��IT. 4 DUCTWORK., BELOW LADDER 3"RO-I 1-� ^ 2'H CW ON SEE ARCH. DF-TAIL 3 2"F D•I } 1 \ 3 r FOR CONT, %d'Cw' I ;>"GRAv17Y 5D F-20m SLUMP � INTO FIRST FLR. I �/ g I/ 1 � FGO 14 _ - `L w," I -4"SC'tJAAP PE.- -RCE) O /E 1 09225 SQ..FT M-(o CEILING SPACE AIF -_ ROUGH-IN FOR F TUBE SINK -- •P, ... t (190.20') 2"CW UP .� z°10 S w I 4..w� ( QD�s - , 4..DLJ. 3 I � Liz., ti -4''W LE _87' 10" 4"Sp TP- / 2 M-I 2 v 6 W� wc'I I 182.24' z"w UP O A D2E.55 3 /z"DN. ( r 4"J�Q SL 8 4 LIP I --❑ , Z"FD I Ivz" cw IN 1 � I TO FO-I I' i I � 2"W UP TO FD-I �. t P _ r Z CW I CLU. 5PACE b ' 2•'/2"TP INE UPC w4. 1 I LOBBY F Gw UP D 1 IACWDrJ SIZE 'E' W�IA A FIN. FLR®.=101'-7� " /LZ'v U I V UP ^`--CANT SaION 102 4 o P -- STORACaE ILO 19c.•O' /7 3"�^/ DN g 2"V UP f I ❑ AUp1TOR1 UM III / ,� 1/z"H t(CW ON To SS-1 F, '/Z"CW TO TPV 4"W _l 4•W STAGE 113 ❑ FIN FLR EL 98 - I" „ DRE5S-® I IP4"HW D 1 w4. I FIN. FLR EL.= 100'-Ci° PIT 112 1 (192.48') 34"CW HW 3/4" CW DN TO GH SELIG/ I 9 (194.4') __❑ - __ 01 W �.6AN) N I I" Hw CL AS ROOM 118 EL 93 G" I cop GO -I M I 1N P AG� - I�'D�. Z"FD Z - Ia HENSLEE I � I JANITOR 103 L=2 } EX15T 5TAGrE FIPI. FLR. 3"IN I.E.=99'-10" 3�4 I WC I EL =100'-0"(194.4') (194.22' TPV-I I � � _ 11 . - - �h T tec t 1 - L E=91' �I" 3 WG.O 2" TP- - Z"v a-"w I.E. 88'-0"(182.4') / 3'w LE.•92'-(0" L 3 .I' �� (TYP C 5. W W LC)CATIOIJs) 1 18(0.15') I 18(0 1') ` SLoyE Co.13'/° 'W ' - - Platniers w/;5'WC.O �4'NW DLJ. 3iti 4 W �� N D2oP FQOTIIJG COL. �" I I 3 I I 31.WCO CDQ..A/ C 5 w PLEEvE EXIST. M-I PLACE-5)(TYP-4 OUT I.E. = 98 3 3 W 5 IOE FD FCX7TIIJGt(TYP.) � I M I ' n A/�•I 1. 1, I.E,=9Ce-5 (Iqi 48) C192.4.5') 1 tll C�QE•XGAVA.-TED I.E.=q Il-Co •-- / (190-801) �1( N I LEX ST. FIIJ.FLIJO2 AREA -•� 1 ', (165.90') � S I I I EL =90'-0'--184.4' I 213 sw Ash Street a3/4"Cw 4 'iz"Nw ` �° °n \ 3', �_ ' Portland,Oregon 97204 'II I t� ef I-�P (503)224-0173 ❑ I (CAST IQ GON1G, I COLL.JMIJ - ` I �I / WALL) -� Ill � I P2OPERTIES� I ti, I 3" RD-1 3.. \ l '/2"CW DN �' IN 3,225 SQ FT o I L., ,: SD 1-I GW DLJ. I C I L.4. SPADE 3 �1 I 5 11 4 /2 TP 3F:L4W j 4" I4" SEE DRAWIIJG M-I F'LOOk. t -_I STORAG5 «� PIPING occ FL ' Sp -TYPICAL-TIIJLJATI01J, ❑ LL w/ /&'GW DNI. CEILING G A�?D OND � TO TPv-I y ' !� TPV-I , � P I �..� + I �, In 2 WCA I ` 11 1 Po SSo.UE 2❑ 4'w LE.= 1.72') ❑ Il I J / vCN+tV .. 1 (161.72') !r � I 3"SD DN� c� I t 2" FD-I STAIR. 7 1 I - I ; 2 FD- U 5, T2AP , I' 3.. '�"� 1' I IT rr i 11 PIANO , \. OJ ✓1S i 1 ttUT SLIMt� I •• J STORAGE 114 PUMF� --�►L l I 0 3' 5 IIII I z BP_I �+ ❑ - r l '� - -- V 5D jPt 4"5D I.E.I,�e3 I 13135 sw�?I I A.l �4' -. i T� v l �745 5Q FT. , V. ZvI ff / II I I `'c'V DN ,C✓` I OL ' 4"CW To IlkF_A5T LOBBY log I / I Ar -1 ,5EE DWG.M-5 I l SLEEvE � � M-I Q4"SD TO 4" PERF. DRAIN, � AUDIT 0 R!�+.',111 5EE ARCH. ;1 DWCa. 4 4 \ n ,i DWG. 7/M-1. and 3" RD-I COUN"SELIN"G ' 3aoo SG1. FT. 0 C 4"SID TO 4" PERF. ADDITION'S DR IN, SEE ARCH, �� DW 4 t, l/M-I. --- -- TIGARD I 4'SD O M-I � HIGH S�i 1O`JL 2 BASEMENT FLUOR PLAN - PLUMBING FIRST FLOOR PLAN - PLUMBING NOTES GENER.AI_ NOTES_ O SEE ARCH, DWG. 9 FOR ROOF DRAIN ELEVATIONS, U SEE ARCH. DWG. 4 FOR. FLOOR. EXACT LOCATIONS R DETAILS, DRAIN RIM ELEVATIONS, I O SEE 7/M-1 FOR INVERT ELEVATION. © ALL ROOF DeAltJ PIPItJG (SD) 3 REMOVE EXIST. :iUMP PUMP 51-IALL 5L.OPE Q Z%, LjQL_E5S PIPING. FILL SUMP, GTI-IEIZWI.'3E N10TED. INSTALL NEW 2" Fp-1 Wj 3" TRAP WASTE 4 T.P. / PIPE. PATCH FLOOR TO MATCH TRAP, ® SERVICE EXIST. SUMP PUMP A CONTROLS. SEE 11, Cp -7 SPECIFICATION$. I O5 C L_EANI EX15T. WA`S'TE FROM E_XI5? FL2, PeAINI TO IJEW Ft)IIJ'r OF C.ONIIJEGTIOIJ. U * IIJDIGATE5 IIJSL.ILATED TP-AP 4 Oar WATER 5L�PPLY. 5EE PLL.)MPSItJG, PwrLjR.E 5CWF-DUL,E ONI DWG. M-a. r I I 1 t { C N. Timmer Associates JtJIJ Willamette Print d Blueprint Co. r+o=rsi f ,,, ,,.,,,1< 1574..-2Q 1 1 . �'.'.t .�. �'• � / f` 1'� , �r .�- `, r � 'EIIIIIIIIIIII IIIIIIILII IIIIIIIIIIf I II II II IIII II IIII I II II III I IIIIIIIIII I I II I I II 11 I I I I I`1I I I�I III � I111IIIIII IIII I I II � I1.1� E � -� +' � i I �NOTE: IF THIS MICROFILMED I I _____1__ � �_ - 1 _ DRONING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO I B Z Z LL L 4Z L L L iL Z i l l Ll I� T ���- ILII IIII�IU Il�llt W��III It��llll IIII�IIII ,- ___ __-_-_ DRAWING. I I I - ILII j -1t- I l I O�I 16 (9 1L 9 I f �S _ll THE QUALITY OF THE ORIGINAL ILII IIILIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIIItI~; +)"II ILII MH1fii {{M»1{ TIILIIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII IIIIIIIIIIIIHIIIIIIIIIIII�IIII Ili 11 JUNE 26 91990 ' / , _ .......�. ..r..... _.� . , f I 1 1 I 2 7 I 12 C5 I _Cep ORk60e f 1 MEN I® 9x9 2 �WOMELI 105 GS 4 21S E• ti�8 Cs-4 9 x G boo =4- B IO x I O Lc-o �- ' 9x40 ♦� --- i i CE I -`�- 9592 B II -J I I , 1 Co `N/ d STO10. RACaE 104 250--• _ ---- --- B IOxlO - 10.10 o 140x12 I.rlo100 �-- CE-I CE.-I v c^"&p -30,.ro EXPOSED R15E2. 1000 10.8 HR 1 (EXH.) / 250 (;,18 lox ( 1\ I I 10 w IU v SCREENED � x(o 340 w 10 OP ENINr2 LR 1 `'/4"/10 FT, ----LPR- R Z."-V/ WEST LOBBY 107 i 2 STEAM � M 4 PIPING / C --_ __- 140 x IU } / ( \ TOILET 117 ///I<cx 10 B d I i "flx�� `t' 10x8 � ILo x 40 E G"LP5 P LPR UP O �� 13x8 �,� 5 E I `� (E)CONDBAI5ATE j `\ _ - \ __ I ��I E B 'JOO \\\ B LCS 111 -- PUMP 4.. - - - - -� --�T ---- _ 2' LF 5' O" 33'000 }.L4' L• �- -- " - - - - - C 4"LPS UP MAIN DRIP I -�- - _ 4"LP5 UP DN - LCS-1 LCS-1 I 1 dd— L� -- _ ---- --- - -- ROOF CAP oI app "SSO i lox 8 1 --- 7 M G I" LPR UP fl DN lexCi r- UP�0�' B OF - -- - --- -- - - -- I , _ 6xfl - --- c 3'-0" I LCs I IB.14 UP- (� --—LPR------_-- --- - -- .< G 5 O' I 2 LPIz_ � J - C 2"LP `.Z" LPR IN 9"CONC \ \ eM5 wITL�GUARD T LCS I r -�_r. ------- --- - I �- _� PIPE UNDER STA .IE STC)RAGE 119 M 3 2"LPR IN 8" CV-I \ 6 12x B 105I❑ CONC PIPE. - 16. R�4 -_J� -- - ilr� O"14 �_J 140x12 -- _ UNDER STAGE r4- IJP E MUL IZ FLOOR E 10x10 UP 100 V-1 ri_p• I ` - OUN1T ___----------__---- 40x40.4 T 18, 8 IN WALL I 1,1 10x24 UP L15-I Two C. IVN O 8 I I --- -- - CS-2 �I(or le DN TO I13o, UP IN WALL Ix -- W,/ FLD AT PENETRATION 4, I I I 18 x 14T I UP TO 1(.,x 24 LPS IUPo" GELLING 500 1__/e 1 IZLJ N4 1000 B C IB x B 10x 10 5-I �� 11 5CR E ErD 110.1403 STAIR 101 DRESSING II] (TYP.)2 I OPENING 14x 10iLi 1 IIOxCo B" j l I 18CD� l x12- <ICoxIO T 8x CONCES510KI Iq2 I -_ �H S-I --- 150 } ,� 250 " 380 a e 8 K B C -1 19.14 UPOIN40WIA L 4L5"1 F to =1 CE-11 CE-1 DRES`,ING 3 - LR-I 1 I I 8 IB 500 3 10 144) __---- -.--- STAGE L] UNDEr<a20UND SELIG/ Sx8 (TYP 2) Ox 24 UP SCENE SHOP � AuDITOPIUM III LR-I I I GS-2 DRESSING® -- 6x24 UP 7 g CLASSROOM 118 8 . sx� HENSLEE 250 CE-1 I x14 PIT 112 BETWEEN 2x1Ci UP 1 _ 12x18 HR-I�CEXH.) 18 x4 _ JOISTS 12x 18 UP - - �i� 1 HS-IiLLI ro �(� -- -- -- - --- -- ---- - - - - --- L� I - - - ----- - -- . - - —- - ---- TO 12-.-5-0-41 - -- AN I TOR -----... -- - -- - - -- _ �� \I Architects \J - - STORAGE FO] 24. 10 J -109 V) 77 B G O 4- 18 x 14 980 - - Planners M h Isx 40 LR-I wITL� GL)AQ0 4r- I 12 C5-I�Z!5`0Z MAKE-UP 5 14m ASu-3(50 7 LOBBY 1 H50 �-� ❑ UNDERGROUND a_ I B HR-1 (TYP Z) 10iBO� a I 213 sw Ash Street M- TwC 40x18 10x8 I--- 16x10 LIZ-1 I f Portland,Gregon 97204 7 UP IN WALL I (503)224-0173 18� N PRoPEIZTIESIZ (Isx y - I HS-2 IBS DOWN .4 x 10 ,X / \ WITH FLD =- r \ AT CEILING rip fax l4 l I 1 STORAGE 515 6 C FLD ' 113x8�, 500 I I 18..ICD 4 18.8 (TYP 2) OE LR \ 20xIZ TE2MIIJATE C7LLT 12"A�' V'E � � 140x18 B GxG`,. UP TO Irp 24 H5 I \ ❑ HR-I r-LooQ A, 5JpPo2T V"//L_ toxS FLDAl' \ -- - - - 5O7-rr>AA OF DLJGT OPErJ WI7I.4 I I 1 18.8 EXPOSED RISER Two G.IB l e TIGARD ! /Y MEL51� GAL.V. 5CIREEIJ. CENTRAL UP IN WALL L.Spp �� 2x9 I PRG7v'IpE. PEiZMAIJE.I.tT' 2EU I�A.ICF:LITEI I CONTROL. 20.12 LD- j STAITom' 7 I I Is x 8•, FLD F'-D �-= I ) 'b-► HR-I -� - NR-I fJ O KJ TAG. � O'ASG/E FLJ.�2 I W/G�JARD PANEL. I i ^ -� "Lb NbT O(3�T2LJC T GRIL L_E" -\•, T WITI GI�ARD I 00 / PIANO STOf2A4E 114 5 RILL TASU-z ACU-1 - — -_- _— --- SCHOOL ---- � --�- �_ __- -- - _ - - - ----- - •• 1 - 315 "i.� 380 I x 14 Zoo - - -- - O _ •I T I \ 5'-O" SCREENED _._ I i 9200 115.12- r NOTE 1 ) �10- O 11 T 103 f , DI 1 1D TRICT 12x8 .� � \\ 4.8.20 •. �_ r - I$xl4 LC5-I -/---- -- - �t�� I LCS-I + OPENING LR I NOTE a_ IS x IZ UP 30" I B / O -J - -- - -- --�-- ----�K� ` '�O• J . --—- PA55AGE _ -3- - r— - _ -- ----- —� - _ _ --- -- - -- 2 x B x 8 5 p ��' �� t -_— �- X54"12 UP rt C �I LGS I LCS I 4,2.x 14 LOU VE R o x ES IO x / 5FE ARCH. s 4 30x 12 DWG5. 14x 10•-L 240xn � ' r^� L ,J EAST�.OBBY 1� 10 B B AU 9J ITO 1I V 1V1 +-- _ ,� I � BASEMENT FLOOR PLAN — HVAC �, ; � and, �;�� � a C�j� S�.LIILG 50 � 12 x 5 500 ADD!T 101v!� S at ( TIGARD ,I XIIGI-I SCF1100L I 2 FIRST FLOOR PLAN — HVAC �f NOTES / 1 CE Il_ING HEIGHT IS APA15 A 10' MOUNT ACU-I AT CE-IL.ING WITH DUCTS AS NIGH POSSIBLE ABOVE. 1 Vv FLOOR. UNIT SUSPC.ND5ED FROM STRUCTURES ABOVE CEILWG. �� 0 ! ACU I WALL CONTROL PANEL AT 5'-G" ARUVE FLOOR. U fZEtitOV.o.FSL.E:. 'YMF-50 GALVAhJIZED 5GfZEE1J. I Timmer Associates I,, Willamette Print&Blueprint Co. Wn a�aa�n NNW.. , III{Illltllll;II111I1I1I111I1+'I 111I1IIIIlIl111 111IIIIIIIIII�! IlI111111�11tII 1111111 II1I1� 1111111 I I�I�I 1I1I1I1I1III111I11111111111�1�)I �•I ILII"1 11�1111I1111 1 1IIIIIIII III) NOTE: IF THIS M ICROF IlHAN L-- --1` --- }` ----+`- --------�*�- - •�� - —-L- L;•(,� ----(�•1a�-►•# 1 ----- L�� k� URANIN) 1S LESS CLEAR 1HAN THIS NOTICE, IT M DUE TO T Y1 kJAL TTY OF THE ORIGINAL g Z Z LTi Z 4Z I �L Z Z T L Z T T I L L 1 T t F,'L T lel l 8 B L I 9 9—r £ L l x w - - !!�111111IIIIlilllllllll IIIIIIIII IIIIIIIII Illllill�llllll�lllll�lllllllll Ilillllll illllilll Ili!IIIIIIIIIIIIIIL;.";J�111�11 IIIIIIIIIJII�II�IIIhIH�ul�l�� ►�nlllill�ll►I►Il�l�ii� ����Illil��l�lltlll�lil�lli�l►Il►I��I►Ilillllillli�►►I►lul�l��l�llll��l�lli�l►�IIII�I�i ILII 111!111 JUNE 26 " , 1990 -,r r ROOF a©o -� 4'. {ice Hw -1 1-4 3 r 6RIp1iZ01J B 9 ICA x3C.0 IOx3Ce 12x la 3 4 5 7 ) a�PRoff (2)12x14 2.8x14 ' y1� tM41N[E� / 0� i� 3124ie- CATWALk 1 0 I t STAGE 2 �•-L•r. 3ct, I 7 -- AS VENT M. 5 REFRIGERAIKIT 8 Co gig , 1 PIPIh1G OW 54 > 48 OSA r. - I ROOF M'S - -- - - - -- - 1 LOUVE2 I '��f 18 x 48 , I"G- ROUTE 2v4t"VTR 48 x 18 `� `2 TO CGWH 4"LIPS ON. , EAD Z4 x 34 OVER 54x48 OSA. 54x46 Ex•1 L4xUp UNDER El q 5Nx46 EXH. \ 3(ox24 FLD LOUVER SEE LOUVER, SEE24x4t3 LAUVER•---� --- ARCH. DWG5.� ARCH. DWG5z"VII 4 1_� M.5 OROOF MAIN \_- HR-I - -- LF j , I J7 Z PIPING �x IB ASU-? - -- - 1 J 1 t III4'Hw - -- - — AGG l�-I-I -- q -- , ---- rT -- �_ - -- --- --- - - ��// 1Z"w BEL J i z / _FL { DN �' �� \I N3' ROOF CAPOE 5T-ZA 3(.0x24 X - - _ �_ VW LP5 DN ' 3Co x 24 DR-AIN PAN l'_ v I �, I x I" I O7"VTR 2''z 5"l v FLD A �I . TO CONVECTOR J a r l&m 24 6 8 PLATFORM ---- -� -LPR -=--+ LIPS-`-_ M 4 \M Coxlf3 - -- - - B - g"- ONEW 2"V \ ST-tom! ._ LPS --+ -- - - - - --- -'- 14 x 12 9 00 �..I� 3Gx24� ,4« 2"FD-2 6 3Gx10 T-00-s ASU=2 PLAT FORM HS-5 -Il._0 GA5 ".SI, ABOVE 10 10 DN 50TTOM OF U IG x 24 O r ?1J x 24 THRU ROAF STORA�F_ ZLYo (14.3r- DIFFUSEK5 - _ -� J :3200 24.12 rVE Q F'i_UME31N� aWH_1 ICex3G I-O" A130VE 24x24 CATWALK �Op_ 5C2EE'4IE'D_- TWO i' 24x12 UNDER �7 PIPlr.li, ICox24 2 I - I x IS 09ENING ) 4x I$ M-5 \MI5 --- - LEVEL ^_.._ DOWN M 3 J' CS I DOWN 5� M-Cn SECTION M-4 I/4" -. I'-C" - I � '� -�-► 24x1r. � 9x9-2 12 x 12900 S 12x12 1exi8 B 24x12 C5-1 14x1 B 30x24 5 I B 24.B+0 Nix 12 24 1G I 8 !000-'r 1. B B a - -- -- - 0x18 i 12x12 B 18x17 BIZxIZ g I C'4x8 TWO Cox is 10x24 lax 3G C ELIG/ -$-• B DOWN J 70 I -1"I� I I 15x15 ��Ox 4,� , / / - 171ENSLELY C S I ' I PASS F 201 L1 1 ! r E3- - O- - -. a x 24 5 1 _ L 1 I c J l L�C.�C�S OG -- --- --- - \\� - - - �,KIDIROIJ � IO 700-., 9x e - Plaiincrs 15X15 � � 10x12 3rd '1$ � HOLD DUCT AWAY+ TWO B FROM WALL, G"MI W. 12x12 14x12 GxlB -- - 12x12 E B 30x24 DOWN --- - 111 24-IZ 213 sw Ash Street i HS-I % i IOoo__� 14xI B B i BI a 900 q Portland,Oregon 97204 18x Ig 1`x IZ x 1r3 9 '� (503)224-0173 CS-I 12x12 - 14x12 �Ca,_I ELEC. ROOM 171 . KA BOTTOM OF DIFFUSERS _ t 9x9-2 • I' 0" A60VE GRIDIRONI 700- - 24.� -c -- - - CS-3 ' I o00 � 9 2-10 O 115,.15 g 00- HS-3 SCREENE?.D_ LOx 2 4 _ 2-IOC ICax Z4 I OPE.NIhIG(Zj I - DOWN 5T ID HS-3 -26x14 TIGHT -- -- TO5TRUCTURE -- - - - _ TIGA�D B jr.x 24 C 3G 24 O �B 8x I rc PZ - fooa �?��r009DO� DOWN 2kB DISTRlCT 14x12 Z-IO _- H5-3 J HR-I �O. �3J Ica -- - --' Hit- I2 CONTROL ROOM 202 1 IT 54 > ('ow'r� -- I I A!. O !TOR!112M, r,r 4" �� VV 10 I I C 0 l,� S ...r� `! 1.~I 1 .+�. ' 3" M C.0 I 25x/HR.. I / 11 f� I�n ASU 2 3„ ASU ( I /v\ T I G R 1 1 :�/ M Co M-G �- o 4_'W1 HE. 4S4*/HR. 3 UPPER LEVEL PLAN — HVAC s CV I ZOO 'S/HIS CONDENSATE I r' F e,T' NC TE_S+ \V/ �I`� '.- Ilio" HW BETWEEN NEW EWH E EX19T HW SYSTEW4 IN Ofe"STEAM _Jv '� -- MAIN Jy`i1 BASEMENT (SEE OF-TAIL I/M 5) " CW FROM BASEMEIJT �J TO TPV E 2"W FROM FD TO AA5EMF-NT (5E-E 2/M-2'.. ✓ V\ / G I ' ROUTE PIPING DOWN THROU614 TWO ExIST 5TORAGE. f✓` �/ V V/ 2 RETURN LINE BELOW STAGE FLOOR ROOMS r_XPO5E.D ON WALL OF TOILET RM. 4 SER-Vice IN a' CONC PIPE CONDUIT W/ JOINT5 SINK RM IN A NEAT WORKMAN-LIKE-MANNE2, PLACE [; til AND END5 SEALED WATEPJI IGH'T. -11f��M1F•� -- "' AI-L PIPING E TPV IN AS PROTECTED A LOCATION r � -MAIN DRA5 'POSSIBLE. IP�� 0 REMOVABLE I/1" MESH GALVANIZED 5CRE.EN.G� FST CUND. NEAR F IMP PUMP 4D5 Z STEAM PIPING DIAGRAM ^-� NO SCALE Timmer Associates I' WIlnmetty F'nr,!b BIIIO(.-nl f.o. i^• 1570'20 1 r..'.,' fir _ ti1l� '.Ym'I �....yp,ri. -. - � - .. __.-r. « -.- --� y.•. !� aiMM►-•-a' _ ;. ", � '' ! r"i 1 � ,�.,w'i � I II I I I I I I I I I I I I I I I I I I I F I I I I I I I I I i l l l l l l l l ( l l l l lI�l l l l l l l l l l l l l l l l l l l l l l l l l l l l�l l I I 'I l i l t l'I I I I I I I I I I I I I •�- s--V•'p l i � �I]. NJ1E: IF THIS M ICHOF 1 LMEU I --- — �-JL-- I 4� DRAWING IS I.FS:, Ct.EAR THAN li THIS NOTICE, IF IS DUE TO t _ THE QOAI-ITY nl TIF OPICINAI- L' Z L LZ Z 4Z Z t L iZ L Z i 1 1 i l i I III 1 a 8 L !1 �9 f E IL i n N T7 1 - - - - - O'2AWING. VIII �►►il�iii �ii�l�iii iii�lilii ����li►ii ��i�liii� ��i� ���� ii��li��i i�►�I���� i��►lii��i�i�l��i� i��il�ii� ��►�h���l,,• �;�.�►���� iii►uiiil►u� i��lii� �il����,��n!i�ii�,��I����I����I���� ����I����i���l►��i i��ilii�► ����I���� �►��I����i��i�l���� ����I�u� ����I����i����i!��� i►11C�ii k J U NJ` 26 ` , 1990 _. _ --r.-...w�rl� •,:+-•r••,.•..•mwsa,.e.�w�w.a,mw.�r.,._.... ..-..+!s,�era-�ruc:ae.-.0 ra_-_.ca. _. .-���,.'Fjn.:i '-�?�.�MP.RIr.:uY'tl!'!r_.gY�VuI�M�I�Rx::r�ltA,. r A: t4a',, i �(D UAS FLUE -j TM112U 1e_OOF `DEE r-- FOR TERN•INATIOr1 9(ax41b M, 5 PLUMBING FIXTURE SCHEDULE: 05A LOUVER -aF_T i CaNTROL'5 --__ --•-IZ x 30 I PRESS TEMP FOR zO^ F i w OUT MIN. ROUGH-IN SIZES (INCHES) RELIEF VALVE. SEE NOTE SYM. FIXTURE W V TRAP CW tiW REMARKS/DESCRIPTION ' �- _• _ � \ l�� Cif' -- UH-Z I (M95 1 -- -•-- -- = - 24x40 197 CFH Caw"-I IV4' HW WC- 1 WATER CLOSET 4 2 INT 1-1/4 - FLR MTD, FL VA CaAS INPUT- - 4" DEEP x 30" SG STD HT >_� Y - >C II ND 16 GAGE C3ALV. EXHAUST I"(7-__ SHEET METAL PAN WC-2 WATER CLOSET 4 2 INT 1-1/4 - FLR MTD, FL VA LOUVER-, SEE I I .0 h jam. ARCH DWGS tj JC 18" HIGH a --- -� I' PAN Dv LOFT FIN WL'- WATER CLOSET 9 2 INT 11;2 - FLR MTD, FL TANK x10 ___ _- DRAIN / 18° HIGH - - - ..-- -- - -- - - -- - - 6 x 10 ICD t<10 6!5u-4 U-1 URINAL 2 1-1/2 2 1 - FLR STALL TYPE 2" FG Z - ----- - EXIST SECOND FIN " O: FLR. EL Y, = t109' L- ] LAVATORY 1-1,/2 1-1/4 1-1/2 x 1/2 1/2 CONC. ARM CARRIER - - --- �•c� P1;( A----------------- 1-1/4 METER'G FAUCET. `' i'�rCIN[tr +I -- ---- ° INSULATE TRAP 6 HW i Wr 3124 EXIST. STACIE FIN. 1.-2 LAVATORY 1-1/2 1-1/4 1-1/2 x 1/2 1/2 WALL HUNG, EXISTING M 'H. RoGM rVl NEW MECH ROOM g FLR. ELEV. s 100' - - 1-1/4 STD FAUCET SECTION out 3'" Z14W FRcm NEw FIXTURES E CONTROL NkAIN MIP '12 #" q��y L-3 LAVATORY 1-1/2 1-1/4 1-1/2 x 1/2 112 COUNTF.RTUP MTD, L �. �r, VALVE F'0 A ga T - 1-1/4 GOOSENECK FAUCET 1 M 5 I/q I q Z„ IQ W HW TO NEW FIY.TURES M-S NEW THERMOMETER I � , I 114"- UrI L C N O _ �tc -NEw $AL. VALVE^L � -- --- Iii'-1 DRINKING FOUNTAIN 1-1/2 1-1/4 1-1/Z x 1/2 WAIL HUNG - --�--}---- _- � - -- as A5 U- N.O, 2v`L" CW TO HANDICAP EQUIP E LPR O \ - � -- MZU-I a NEW FIXTURES j SS-1 SERVICE SINK 3 2 3 1, 2 1/2 WALL }LUNG, TRAP �+ -} { . . I O BAL. VALVE.— c •' i 4++ C -1 - - N O. 4-- D - S -t E C E -- I TD MTDT^ - - Q E RHWP N.C. 1;11- 1 SHOWER - - - 1/2 1/2 BENT ARM W/HEAD �CDOR. G VERIFY I,� PREF"ERRED ROUTING O N.O -- ++ l N.Ct f -- I J--- A VALVE CE� -ALTF_RNATL ROUTING EXIST. THERMOMETER E _ C i PIPING W SI1D-1 SHOWER DRAIN 2 2 2 - `," ROUND CHROME �6XISTINCG /ALCH, ROOM WELL - INSTALL I 0114" HW, �" RHW TONNE-L. TCP NEW THERJv10METE2 P 3"CW IN MECH. RM. _ FD-I FLOOR DRAIN 2 2 , 2 - - S" ROUND NIC-BR STEAM PIPING DIAGRAM T-�-1 �42xZC M � TUNNEL- UNLESS NOTED TOP, 2" OUTLET til 5 STEAM 2 T NOTE I REFRIGERANT E AEQGO STEAM- - COUNSELING AREA ,+_5 �,� x LOUVER A -__-_ LL PIPINGFIRED HW UENE.R4T0R 1 I:-2 FLOOR DRAIN 2 2 2 - - FLANGE TYPE N ? SC ALE ----Lc __ ___ __ TRANSITION - - _-_- IN BA5E.ME.NT MECH I FOR WOOD DECK L - - (ZOOM - SET CONTROL I FAN CONTROL PANE �` FOR ILS' F MAX H W OUT �"IM I FD-3 FLOOR DRAIN 3 - i - SIDEWALL TYPE FCP-2 T � �YT30x12 1, �O W/LIACKWATER VALVE UH-2 `\i i I -�-► M Co FIN• FLR. ELEV - 1 90 j I - GH-1 GROUND HYDRANT - - - 3/4 - NON-FREEZE TYPE _3 ���'MIrJ- �30x1L i ACLU 2 3 W/VAC BKR IN BOX M 5 - - "M HB-1 HOSE B.IBB - - - - ISx 10 -- NOTE (Z I -40x24 M 5 3/4 BENT SPOUT, WALL 4U1 EXHAUST �_ 1 "L, VAC BKR 194 —9AF LE DETAIL HUTF WATER SYSTEM OSA. LOUVER, 6x10 IGoxlO OSA LOUVER, 32x1211 EE ARCH I ' NOTE: �49Z 403 SEE ARCH. DW65 1 M-5 X10 SCALE- MIN . ROUGH-IN SIZE REFERS TO SUPPLY OR WASTE PIPF. TO ROUGH-IN POINT. DWr'S FIXTURE CONNECTION SIZE AS REQUIRED BY CODE OR MANUFACTURER. WEATHE RPROOF C.4P MECHANICAL ROOM PLAN M-5 lia" = 1'-0" NOTES: O EXTEND EXISTING I" DRAIN FROM MZU_I. SPILL INTO COOLINCI COIL DRAIN PAN OF A5U-4. O PIPE VZ" PUMPED CONDENSATE FROM ASU-4 FOR AREAS WITHOUT T F02 AREAS WITH - COOLING COIL DRAIN PAN THROUGH WALL FLOOR COVE ti1NG FLOOR COVERING - - - DRILL 4�"0 SCREWS FLUSINK_ F W/4F�N GE SPILL TO ROOF WEEP NOLE5 / - �3/4" BEVEL. �/ -' PIPE / \.,� AS WIRES SELIG/ FLUSH FLOOR � I t/ 7 A5 REQUIRED W/ FL OpR COVERING 6E/EL -- - I - � - - �-�„��7 ��M HENSLEEC OLLAFZ [FILL VOIDS WITH / SEALANT ` •y Fr NON- HARDENING �`PAC_Elt; �- - - -- Architects 1 feCts !"MIN.--�{ _ 51LIL:�N SEALANT ' r•�1_�/la}`IIZF�i7 �IOE _ _ -�� L r SET GD FLANCaE IN SLEE\ v ' WATEKPROOF MASTIC IZ CaGCaS CLIC 1 nO I ( -- MIN. JR. 5MITF-1 DX1240 IC,z� ,a SLE= FLL)oe TCF"r-IIS U I I �11--J ox ON �� EXISTING 4 Planners OR EQUAL UNDERDECK CLAMP /� IZ �P,_�r I �_��c „A ROOF✓ (� CORRIDOR I )EXIST. G" r FD-2 j 1 1 I - -- CSP SO M-5 L-- - LACGU-2 - - - 1 Ex IST, 4 CSP 1 / ,.j-2 x JOISTS S j ov_ . i I I CCAS C3Lo[KING -- _ 2"C.I._ __. __. X HUB E.AC.H WAY i I ROOF I I O Z"G.I. HUB 5x-1CT I,I 1 (� I .I J - -1 2 x 12 - --- - -_- FRAMING I AT 12"ABOVE I l C I(ox 10 l � I I I F T s � EXIST 4" CSP G SET COLLAR IN j SUB FLS l WATERPROOF GRAbF_ CTYP. I } I 1 400 I B>t I -- --- `-----I MASTIC 1 --- I I FOK 2� I I I I I C EXIST• CTG 213 sw Ash Scree} 141'z" MAX. EA!_H AAA * 7`-'__ ', j _ � 1 I I I I 'Z��� �=n�,y - Q _ ' 1� 1 IL I Portland,Oregon 97204 WAY FOR 17'/Z" / ---- --- ----- - - DIA FLANGE-- � I L�'E.NTILATED ,I C� if L CenIZ 4 (503) '24-0173 '�\ J THIMBLE - I 10x9 6 10x1 g L C5-1 �`_ CONFERENCE I I I !e �2 OI , LJ I x101 ' UNS 1 C�' I C � OFFICE - I -- ...- - I�T- 5 DETAIL -_FI OOR DRAIN IN DETAIL - FLOOR PIPING E)E_ I-AII_ - G �S VFNT ,� T � � - +101.10 CENTRAL CONTIOL YANF•-L M-s WOOD_ DECK FLOOR '.�-s PENETRATION M s �� � --- ><} . �- � Isx'4 � l � f -- 1 x 411 -{ CS C.S I J LJ C -I�_. I OFFICE NO SCALE_ }JO SCALE r 350 I -Pi, l 7 IOxz? r,p, q Co 5 2 4 T I Ia 14.1 CRx1l 1 iZx1�1 ---;vl GARD SCHOOL �R I - _g IL x10 — IpxG, DISTRICT FICE- fi x8 .rte'` IO 1 10 i TOI C � IV C ,L I . . 9k 1 O. 23J L_ I Ce x g 00 uS 13 kl3 } 175 xB �K 12•c�•4`�� +2 6 1IaxG- t2xC.� NO'TE5 tt C .,— �---C �1 EXISTINU ABANDOKIED OR EXISTING TO BE ABANDONED -�- =Orp CE. f _ PIPING BE.LOVJ CGRAUE. MAY ^ -- - J REMAIN IN PLACE EXCEPT AUD I T O �',V�J 4v � 5" Ga�-- ( I (�'�C5 INTEk_FERE WITH NEW OF"FICE_ REMOVE PORTIONS WHICH !� R 1 , I } - OFFICE I CONSTRUCTION. and WRAP PIPES WITH I �--- COUn,S�LI � G 10 MIL PLASTIC AT O CONTRACTOR. TO DIG UP I 1 CLAMP LOCATIONS' - - --- �� 2- CTU L, IF NOT REQUIRED ADDITIONS h IF 'THEY AR.E RECAUIRED, TO AVOID METAL TO _ (I O CONTRA TOICHE SHALL RE15 TOE RELOCATE METAL- CONTACT \ -LPS --� Ex15TINCq COUP-TYA.RD r 11 TO INTERIOR WALL a i HG A►JGHIOR TO CURD T I \ WEATF�EQp1�0O1= � I INSTALL WGO. X GAS ON O CONTRACTOK TO VERIFY THAT GAR D K"•�'-- PIPE ' ADDLE, kA.IGLO5l�12E, BLDG WALL I EXIST 9D '10 BE A6ANDONED R�- �TVPICAL CO^L1tJ' Trwol.AbI-IIf�C� OMIT STRAINER I I E NOT O 10 BE E. -1 -Llfta, ROOFIIJG I "UGTINOQK Sl THER/v\OSTATIG ON CONVECTOR K B"GSP u Fl.ASHINICa I 1i MEC.F�AIJIGAL TP-AP J 1 I �Gf-1 SCHOOL -FAST EN N.I.M."-"'�,M1 1 'I c 0QTRAGToR. (CONVECTOR / ONLY) RELOCATED C.B. lO CURBL \ DUCT -.- lJH OR THERMOSTATIC CONEW 4"CISP so TfZAP CURB SEE --- � r�ONVEGTOIZ I ^ ,v ROOF /1 ARCH'. DW6S -�I I - I // 4" CSP 50 / /1I I I _ I --4LUMINWv1 JACKET j V O(." CSP OVER INSULATION 1'410" GLV UNISTRUT - -{ 4-- - — ——— -- -'-- - I 5D� /yQ EXISTING CHA — �to'CIP SD C7 ABANDONED I �K� 1'/q" GAS, 5EE NOTE (I) - � SD - _____.._....; j��PYi�i t JCS OK AT GP-ADE-- H U�lr. 8 DETAIL -- REFRIGERANT PIPING SUPPORT �� DETAIL - ROOF EXHAUST FAN rlo CONVECTOR B UH PIPING X g oUpwAu- M-5 -- -- - "0 _,r_AL.F � DIAGRAM �- I--f---- , . NO SCALE COUNSELING AREA FLOOR PLAN IJ�-5 MECHANICAL Timmer AssociatesN��� 't �,gL � an ttttew S 7(1 20 Willamette Print b 81uM.print Co. ..:i:...r,.:U ��'.'�-;".LA"" 1 ' ,�� • :- .,.. .". ,- ' _ ... - -.....-.....r ..... ,•„w�„ .... � � ,.� M �—am .. +.�•�-- _. _._ _. .•.df."... • +. .r".+...►rrr.ru.•. -.. . -. ... ......_....__—_. __.. A_ � l I I I I I I 51 I I I I l.. 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