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15670 SW 98TH AVENUE-2 1 TIGARD DESIGN June 28 , 19 '7 8 'T i g is t'd City H a i_ l 12420 S . W . Mai [i St: . - Tiaard , Oregon Si Ne Desicln tceview 34 - 77 Church of God Applicant : Eldon C . Wilson 9• Request-. : For Site plan and architectural review of a 12 , 000 sq . foot addition . Location : 15670 S . W . 98th Ave-.lue Previous Action : C U 14 - 77 -- cin Ji.t1_ �' 19 , 1977 the Tigard Pianni_ ng Com:�li :as�_ori approved expansion of the Conditional Use subject to the following conditions : 1 . Five feet d:-�dication along S . 11 ,. 98th Avenue . 2 . A half st--ree improvement to collector street standards be glade on the. S . W . 98th Avenue frontage . No building permits will. be is -3ued until construction drawings have been approved by the Public Works Department . Site Plan and Architectural Review : The 121 , 000 sq . foot addition consists of additional worship space , classrooms , and offices . Ti ,,e addition will be architecturally compatible with the existing structure . A site plan and landscape plan have been submitted which makes alloc•ance for future phases . The landscape plan is suitable for th(-- residential environment . No ir-rigation plan has been submitted . An automatic or manual irrigation system with a minimum 90 % cove rage should be provided for all landscape areas not affected by future phases . Staf f Recommendation : Staff recommends approval subject to the following conditions : ]. . Manual or automatic irrigation system be provided with a minimum 90° coverage for all landscape beds not affected by future phases ( subject to staff at:: x` 1♦ 2 . `r h c o n 0 -io n a t t a i1 i1 1 rl Commission kj ti 1e fulf3, led :, . I-)r_ :i or i_ s .sua..nce cif a bu_ 1dirlg perr�lit . a . Five, feet dedication along S . W . 9 8th Avenue . b . A half street improvement to collector street standards be rnade on the S . W . 9 8th Avenue ron tape . No building permits will be , issued until construction drawings have been approved by the Public Works Department . .a-- -- —'�_►'--�-1.Ems-�.. Richard Bolen ' P lEinn i ng Direc.;tor. ili � Ir 1111 1161111 lIiliilililiiNOTE , IF THIS MICROFILMEDG 3 4i `D 1Q 1 1 DRAWING IS LESS CLEAR THAN ----- ----- — --- -- THIS NOTICE , IT IS DUE TO _ _ _ _ _ THE QUALITY OF THE ORIGINAL �g F311 LT T T t S I I t t 6 n L 9DRAWING. Ilii 1111 (Ill Illi IIII IIII (Ill {III Illi I.II 1111 illi IIII illi IIII.►,.��llil Illi III: IIII IIII . III� 1�111111111�111111111 IIII Till fill IIII illi IIII-Illi 1111 IIU 1111 III. Illi illi 111 ILII IIII fill 11111111 Ilii Ilii 111111 17 1990 MAY Now •, .. .:,,,.u„M..q.Mwnnrn..,.wa..r..,....�.,.,...r.:...n•.M... .. -^q„- ,: ;r'1 : !r^ .� Ara.Amormm- ..- r- .. ,•., �, .� .�. 1 y.'.. ..^.rl- "1 •w.l ��, .; t,, •'o"' {f;Mga.� 1r �%4'•....c..K...;:-...,.,aX... _ ,.....:,� '_ r ;1N; fT" t.#ww•vw l�':� .. y'* .•.....:-..�.....+�:. ...•.,A iiw1 viAll .=.v• v r I` www�ww��ww��ww�ww��w.ww��www���ww��ww���w.u�ww■r. r+ .�wwwwww�w�wo��w����.w•.��w��.�.www�ww�w�ww���ww��ww��ww�.mow-���"'w�`��www��w���'.w c f I I The Vater Tower 5331 S.W. Macadam Suite 220 j Portland, Ore. 97201 i (503) 248-1044 I 1 c=f; ftAYkl G7 L�_l� 1 NIl f(iA Fvi`itiA I • _ ALIS���E 1 f ���/yCi.G•. I III { \ 2 1,00 P i f H exz sw1 - �3IKhr�v'•iV�►��V�Ur�_ ��/V_._bi= ►�J G. 51.tt�l���-. ' VJ . � f�Nv��17�Nt��N f�UETIr ICT-ILN I MEAL CONTRACTORS & SIIB-CONTRAC- � r ' ° :� ! TUi MOSS HAVE CITY BUINESS LICENSE hiJ AL lvcutomRY Ct f Y PERW IS PRIOR i lei H�v�Kia HEI,iX AGI _ ... 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IS CONTINGENT ON APPROVAL OF 4111CONSTRUCTION AS KRUMEO AK revised SED /41N N ALL SPACES MUST BE J=RPRIOR TO ON ISSUANCE TjN aUILDIYd PE�ARI[I �I /( -�j /��r - - �Au. I.l.�-� AAw �►IfNINa Det. �` � �- tsE CONS?f�tx �l� •Npvl�� � 1� ljc4 By % L � s�e�tG r4#-v� YVBLIC 1 © tn". WfL. lAMK. ��tH ftrp to AUGUSI sL 1N ISA N rt , • L-11-tv F11nN rr-W� . _ � B'J2LDING DEPT. 1A .//l � • ' __, B _--•- `T-- " TUALAT IN RURAL FIRE i)EPT. yy— ori'rF 0r* 011ran EL (� ' � _.�■� I APPROY'FD �'0o CITY r TOi S�C T I41f �f rdlautl i� I' - •-,`irk,+' �� III III I!I III III III III I I III III I! I I II I! I I !I III II ! I{i III III I 1 III III III (Id III III II1 III III III III I I I�I III III ! I II,I ISI IlI � I I III III 1! 11111 III I{I III�IlI � -.,. 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V I r+�w ��•r�.��� Ceiling i i i n Plan ,a n , _ -�-- - - ' A- 3 Reflected g Roof Pian , Details �; - -�=' \\ `� rat�l _ r1ov� Exls� Pw'G- !•lL RLT ;1F�• :-� � EXT``.-T I �+Ew cy. GRP.vE� A- 4 E;'.ferior EVX levations , Exterior Finish Schedule , • �.?� 10 Ll r.h._,F � '���. e=xl:�t`• G='�+�• ,�-r� _ W __ ___ _ A- 5 Interior Elevations , Section , Fireplace Details ,,, \ ��-- ���_._ Y 1 1,�� - l5O So•o It? G ql � Z A-6 D e t a i 1 s -1 I , -Q.eY e- � ._-r. '1•Go t= X LL q�. u3f El,�I"' �a , , + (fi u1 c, - GI a f AI r{VAt_V E C It"4 I K I I ?0 S- 1 Foundation & Floor Framing Plan p �cLaSr T t I�I - =_ — � ---- 010. , = N,' S- 2 Foundation & Floor Framing DetailsUj ES- 3 Roof Framing Plan ' F1' I > 13 ► HO':�Fu, k.- E-, - c �PIH �S 4 Roof Framing Details 3 11 w/ I CC - e �U I N `T T L_ _ G,, I , I 1. , ❑ q�� _ - - �. _ M 1 HVAC & Plumbing Plan o� � W/ NEW� -,RF���E -- - �-..�• - - - - - ---__ - - _._ -- __ — --- --- - _ 13 to Z I `.�-'".:��J" .Z.I Q�et��t �`�-_ 11 4 AF•'V 1. � t l --" '�-----I I "• E- 1 Lighting Plan �1® :I l � - L)I- .. w� __-_- �1 Ix , IL y . Ilrvc s •� ,r� w/ _ - ' :�c Ar E.��� / > �-_ 0 fi t t...=,r•t Lt -tom�-� I_I N E vF 9t-T 1 I E -2 Electric Power Plan `� E9 I �—�Er�e ---` 1 -t- 1 � � _ �P - _ - - T ' ►�r�,�v t_ / •: .� ._��1'1 � _- Exl T. r - ,. .. I�.IrL�. GENERAL INFORMATION J'.°� . I '•�T`o '� .c 1 's` `'1>7-":_' r� '� `�� �' P� •, �: ss (,� �4��: tu�i�--- - �1�� = _�-� r �; % s� -�- _ ss •;' ` sSt. - J Q'r l �rTri5 Fob t _ t i ,/ G .O- --.>. .� - . (T.. - L - -� -- �►. - •-• s}- �,�' - _M ---- 'rhe014a f'r.�N - -' C rye.. Iael,,_A - �--,. ' _ _ - --- - -- - d" a.1' 1(7 F r�I r "o n (u 1-1 d 1 ny o P ,� To Y �� �s I o -rI - �� -.-- tlQ. _ .__.. _ __ '- ` - �` -r �`'I a F�fil`i o - .. _L r; I) of ct o.. EKI%>T. P• 5T Art�Afy 4 E F'l-A/v7ITJ,,, _ .y Fire Zone: 3 - - -- - - �• _ �ravvn t✓ ? %c v txls-r ' - 3 r,r_- . w •7P T r'A.v'4. _ _ .__... __ ANI. __ Y Occupancy: Assembly, under 00 F e �► W'w ... � r . • E Y by r� l x Ott TI�PyP`�O S7Aw1�A( �D'_, TIS-o,iv ��ANc vS Construction: Type V-N •r - - - ' - _- , _� _ _ -- - -- -- - - - - - _- _ - _ - - -- - - -- - _ ._ - ._ - _ _ _ - - - _ _ -- - - - -- - -- - - -- -No. of Stories : 1 + Mechanical Room *- .� • �.IFJ _ Axl _ r. r���:�.- > - ,I`'. _ <� �_ _. -' - 'Z _ :7 - ate �y�l�'T�.' __- ____ __�__.___.-__ --� X11 R W U�0 D s r� I• n,� ry� ,,, 0 i \� revised - + +o\ -l9 ,onin 5' r 'TC ,,ITNL' C-- Legal Description. Lot 20, Alderbrook Farm :_Z VEK-IICY -- ra.P.w. �;T� Nu=�t�t �c1'. = -- -1 -�-- ' City of Tigard, Washington County,OR G'-6' ---- - - -- -- -- 45-rI� I_ET � pv-u1NG N �T�.�• LE f� . ALL. (fx. -T. uNLE-J5, TREE i_and Use Zone: R-7 f M \/i�Ruta 8 L E N L) 4/C TO MATCH C/L -.,- c,DIyTR AG TCS RE c_N'-- I t✓�.� Fob- ,� q� I�► ty(�T�l_% FC)P-- P-Z'-I CVA , q p p t� ESC I j. c;Fe~�L C� sheet Lot Area : 2. 72A -O ExIST F>V,AT (� . C/_ ��• =E='� '�f-�'+I-r"3 - C D ( H �- Building Area : Minimum Floor: Existing - 4,828 _ r _ I+vtrr°-= ' ENT- I.41-r-H1H ru�L.IC^ f�-. � ��l. v 2, s A� T, -AtJr4, c1o:) - - 5AOFI -j -C- - EwE New - 5,404 S. F. �W• l �� Au1=- e� s.w. E�EHTW(^,-.7u �A(,F. E�:I , T. PfaulN� 't'� �EI�I"aIN -x _ o �E�,_«�,F�, - �T f�M `" E IS t Al • � al f�* .' _.r".n•rt 1 P\ ,i T Parking Spaces : �ri�-c� I�-�j� - 75 spaces �j�" _ / I T E ... L I`� I`_``I f�ti „ r� ,._;T To F' OF G.•.IFLcj T 2„ CLA`'g „9 A/C NVMT 1 I�= 2, ©n - NO r,T CONSULTANTS ►- Ws. do. 346. . Drs�r►.�e �.�• CcT, o�' CU�� 9f TNI KTEf- �e r �� , VA 2•' 3/4 ' •0" CRUSHEU ROCK Structural : Bernie Tiland 1�-•- -----'- !" I I/z"-o" CRUSHED RUCK I-L Z7 Mechanical : Keith Kruchek Flectrical : Downing Engineers I -T "-� Off V T �' - �`- - - LAMCr..Gt�t:'�. WATC�•�5 Landscape: Eill RothMK M �L.G� (Ivy F`'F,0Vf M E - •— - -- —.__— T. I'zl' LUNE, LINE" x tttttttttt A i - r.'3�` w T ;}� III III III III III III IIS III Ill III III ISI III III III III ll III III I I III III III III 1111111 III III III 111 111 I I I�I 1�1 1 1111 11� 1 1 III I L1 III 111 1111111 ill 111 VIII I , ` lei _ 1 1 1� XI i I Iy�I ( ( ( g I ' NOTE: IF THIS MICROFILMED 1 1 � 4 � 7 UROWING IS LESS CLEAR THAN 21II THIS NOT ICE, IT IS DUE TO THE QUALITY CF THE ORIGINAL t19111 DRAWING• Z 8'T GZ IliIIltHillhilII �II111111�11111 II ,. I IIIIIIIII VIII II� IIIIIIIII 11111 III Illi ll II 11) tr,, II 1111 I. 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ENA 1 . ✓ •� I ---- - MA �0 G kXIST, E,"-'T,4 � a F,4, -Tf J EXIT. ?'� G-t . �NAI►'I o.XIST. �AI'� P+`1T^H ENAM. 1 ENAf"I �j C �XI`:T ExI .T� Pjtl �T. �XI�T, t E►� Ex I:T. EJB I ?. EKw '(. �IyA<"1iTC�I ENAM N ENAM. cX IST. ENAM a EX I T :X1�=? E�CI��f. Exl .'T • � � _ '• SVA�� � G�_A �, ( C, I I ►2 f->�Rwr"� r`; Wt / TN�:K F F _�,, �' •TAC i'� r. =�' F F, . G E�. EN Urle �F Ur�c1-ti I I' GE1I. : FELt_J Hcy W EX IY — M„JE E"X I�T, Af?1?�- c}�n�. s1�,t 14 -;IkN TaR E x I l% - • 2 �. - �- --- - - E x I ->^. "_ OF- vL�l I_ ."LA,;AGE — f'�E"11. 'TC EXI1,T. Ary- .=H E�11 ri I N�:s y I � r�-)�:�� r !-I C t_./°�- c ��f•iP. FLI'L. TA�.:I1, F.G. TA c.K F.F. TPS=F4 I:F. 'Tf`.,,F�. F.F. f'�'' � G.�. �SIAM V`1 L' =-'�� -r- I ml 18 WGf''F.>!11P CAf'�P, WV� G.ei. ENAM G.e, ENAMG '-,. Eh-Wrl G.G . ENAM Ir-,-12t IJD %TAihl NU• `✓ U M. �PPGR• WALL - - - ---- - -- - --- -- -- - --- -�- - - -- — — - - — - - - --- — o F W O pn H I P I e ) I ✓ L 6c•1`,' I . I The Water Tower o II �tH� :•F UNFCFti ce1L_. �� �� I I i� CLASS CAN-. FU e.- rr- �1�,. F:�, rH:r� F.�. TRK F.F Tr=,��, F. -J I :.NAM I�L' ='�l•I S , _ 5331 S.W. Macadam _ Erre• F�Etxx =ATE EX I.T. C: f Cl` �I,p.. F T 2 iH R W l.._l .p CI.P�S�, NIJ�J Tom, F,F. T-,. r� F.F. T�-:r,_ +- max ���'' � '� � I"I F1r"I. I�.� Suite 220 J✓ ' L-' 21 Ci P�~�S 0APIP. W� v.e. ENAM �.�. E�wMI e)-O 6.t,. ShtAM �-+i U Portland Ore. 97201 . - (� r'O � I ly TEF;Icy Y�. Fu�� �E n 6 rN PL.`rL.1 ocG CuKL�E� KNel-I6HT' - C.F� ti i � � �" � OF vv� 22. �fzfLI L)C)F.C. Ciz1 . 1-4, T ek=h F F: -,�K. F F. Th•_f`, F F -O C.P.t. ENAr1 �t7• �✓ I, - 5JF•ir1=11CCZ1 o�e�'• `t�F ,� F � I (503) 24u 1044 •, MA1�H EK r:t. d. G'� I I �/ '`�• I �Q f<Icoh- 'ExI-I; e�, E. Exl�� Exl_.i. G.n. Ekj,4MFATCH. =NAM Ex l•-T, Ext-wT, a o �xl.T, ExI�.�T, ExI�T. I-T, 25 Cv�+�I� «� V•A,T. �Uf�. 6•�• ErwM. — "Tb<:K• F.F. B•c. 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F7 ..'L IG T UAL cNcE - •, I r1 / L- r li U H I` KL.I`Q, T N O TO �� I I o D I P of 1x4' � � � � :�.� ..- �' _ ,_ 'A C LC)c:-.t'`�C• _�, `?c.- N Elrl G'�-•�• $ H<C F r-'�sR _ � �-!1 �-' � �Er ?�.x'�N� �Cj Y Y, � � wl"7. SH6�T'H. .. H G � "'Z I ort PbM A �j f=1 �`I �• — — 1 MLa L�L_I ©H - SHIM SF'P1�� q W o < i fi t.,, - c5e Er � . L_�� [ r I �__. __ __ ._ t3 TY F' I I- F-1 I_ �I H l_ <:W H Ef f��' �I L l- i _ .' E A(,G 3 I �O t) �EAl.prf fl 7 11,4 E c:.:F- 77 a Q' C, in Tc7 E f�E 2 LF1ti'E RS .____--_ 1 N�l.l�Fi f I D►•••I - �" � f g I �.e ..� _ ., --- -- • I / 11 ''Ire � r - —— 1/14101 r=L) ' TC- ..7 2���`%G --=,_ ,�r ": project no.: -14 [-I C_ H T I E�xr�sT' wc•�Fi ( N > ! Ir+sE�: T c F1\ 1 � c - c o c sr r'... 00 - �--- O O �/ Y r , �, UN =~ x►-'T cam►-�QTrz u c_Tlc> f' ( I drawn by PEr� v I _ I p °�� , 1 n r� 4X _ X �- LL r T��F I date \ ' �,•_ _ 10.-I1 r-r IU - I io r _I �TOI... w) �.YI� V ,.�H 1411, revised �� L��C.r; �-� ,�,/�11 lu �'3 �` �� Ii�u''��G- +I �IL_IG tit �EIa t_r�(�IT r L_! •J T-Ex 15-( I 'S " G _ 4 hl C�. S t L I N E5 167- 2- I IX °% ' LAv - +I S t!J , , _ h�Tr w A�l.(.� =--- 2'`'�� '�' - I - -'-ZH LP�T H ►-I L� rl,� IC7 YI> (!=X l '•(. �I DI r-4c�► ICp O/�' �_ _ IN: l_11,_F=+T1 c_�1.4 LIriE ctF E X 1`-T. ' ly �ffft � u PST--= F' �r`- ------ _ 't�cr� f�o�r�.0 �� ! �-., o' H f� FL 11 (F: Q;N ' �•4IIS'1 EL. 03CP1 L34, L_ Ir i_ c:F Go � U �E~icF LE Exr_=T. =1LIr1 �I • o I 1. N f> F� K TO EX 157- s N TH I r-+ L; r, . FP+Fl..c�i°- W A Lu) A T r�, I l.. v �.�r1Ul. �;E TI��' '`'11/1. �� ^� 1..1� i -L- CETF� II_ n - a o I /2 I _ p I �/- - 4 I 2 I o W.�16�- E C T I c� N f�� F�, �C� �_ ► 2 �� ��If=� �L sE�.TI , r-�^ � 1- . l,uf�- I,z �=HC�c I � T� I of -'�ti I FZ-T'E /z _ I ..1/ (s% I /2 -I-� 1111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IIIIIII 1111111 V I I I 1 IIII III y l l l l 1111111 11 1 1 1 11111111 11111I11111111 11 11 11111111 11111 11111 111111 111111111111 1111111 111 1111111 I I I I I I I I I I I L I LI `"'" '"`""'"`" ``'"` - •'" 1 I 2 I 41 I ( 6 '� NOTE. IF THIS MICROFILMED � � l J - DRAWIPtj IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE ALAI TTY OF 1HE ORIGINAL Z E Z Z IZ Z 8t i Gli i l T 6'i [ l i I 6 8 L 8 4 ► E Z t DRAWING. �♦r8Z LZ 4ZII TI ,,I IIIIIIIIIIIIIII . MAY 11990 e � y � IUc � y 4147. 1 . DESIGN LOADS: SNOW LOAD = 25 PSF (DRIFTING TO 35 PSF MAXIMUM) . 9/ - 011 , " O'rr n I" dr FLOOR LIVE LOAD = 100 PSF AT ASSEMBLY AREAS AND CORRIDORS; - -'- -- -- - ,-_ _-___A l 10,40 l- I M 1 /0.1$# 1 N 50 PSF AT OTHER ROOMS. OREGCC� _ � �lo� — 18 - 7 ��— 161 - 110s., 1.q � 7 1 WIND LOAD = U.B.C. ZONE 25. _ -/ 4 � !4 3 � r SEISMIC = U.B.C. ZONE 2. 2. FOUNDATIONS: ALL FOOTINGS SHALL SET ON UNDISTURBED SOIL AT MINIMUM 1 ' 0" BELOW EXISTING GRADE OR 1 6 BELOW FINISH GRADE , R. DESIGN SOIL BEARING PRESSURE = 2000 PSF. � I WHICHEVER IS LOWER. NC EXCAVATION BELOW ANY FOOTING CLOSER THAN 1 TO 1 .5 SLOPE •FO BOTTOM OF SAME. TRENCH EXCAVATIONS FOR PIPES PASSING UN- DER A FOOTING SHALL BE BACKFILLED WITH CONCRETE. � I � 3. CONCRETE : ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2500 PSI . ALL DOWELS, ANCHOR BOLTS AND IN- ! �' � �, q -- 12'� DEEP Fi'cy. �, 2 �I 31M• � , T— SERTS SHALL BE ACCURATELY LOCATED AND SECURED IN POSITION BEFORE PLACING CONCRETE. I ji -' _ �I_ -- .. -r' � - -- =- -- - -- - ---� +� xl� t � � �o >t !2 � fi ` Gx/2 rI r - �� 4. REINFORCEMENT: REINFORCING BARS SHALL BE A.S.T.M. A515, GRADE 40, UNLESS I i � -_ � -_ -_rte�� SHOWN OTHERWISE, BARS SHALL BE DETA'LEU, FABRICATED AND +� PLACED ACCORDING TO ACI 315-74. 5. STRUC.Tl1RAL STEEL: ROILED SHAPES AND PLATES SHALL BE ASTM A36. PIPE COLUMNS I I �' N �0 BL�r - 2 �3 -U x 8 7 - 2 7-2 ALL BE A,;TM A501 . BOLTS AND NUTS; ASN A307. DETAILING, I n 1 a , .-r( f w I r r u � I I w . _____ �. ----- t�1.3 I, � Co x 14 + _ � x /4 fi rt �x !4 r -I G x/4 i FABRICATION AND ERECTION IN ACCORDANCE WITH AISC SPECIFI- 1 - _ - -- - ! I I I - _ _ _ __- _ ._ LL PRACTICE. ALL MELDING BY CER- - — �, • CATIONS AND CODE OF STANDARD C TIFIED WELDERS TO A.W.S. STANDARDS. ,klo r t Gx10 r- -1 wJeI ~-'-`' T- - ' Q _ .. m. - �G - �xl� _ = - -- L x r' -i ' x r ' lk 6. WOOD FRAMING: UNL1_*SS SHOWN OTHERWISE, ALL 6" POSTS AND BEAMS SHALL BE D.F. NO. 1 , F.O.H.C. ALL OTHER SAWED LUMBER SHALL BE D. F. NO. 2 i �' -7 AND BETTER. ` _ _ GLUED LAMINATED MEMBERS SHALL BE D.F. COMBINATION 22 F. i -� V' _ + --'- r` - - - _-� !.T' � xt4 1- - x/C��' r � lox l2 r -t Cox 4 r T <ox14 I I .vx14 t' � T Gx14 r ! - -- _- ..,. _ ---�_ 1 �_fi x12, , 'oxl2 t-_� Gxl2 i 1_ - - - - - - - _ - — _ _ PLYWOOD SHEATHING SHALL BE STRUCTURAL II OR C-D INTERIOR I --'�-- _ _ _ _ _ _ � _--- _ _. _ __� WITH EXTERIOR GLUE. ALL PLYWOOD SHALL BEAR THE GRACE TRADE- { i z_� ' ' ---� I y ' I- + - = - - 4- L I 1 ► ' _N ,F + _T L-- - The Water Tower MARK OF THE AMERICAN PLYWOOD ASSOCIATION. -> 4 - 4 UE,C T 9 ; ; �r 8331 S.W. Macadam 2x6 T&G DECKING: NAIL EACH PLANK AT EACH SUPPORT WITH ,, N 2-16d COMMON. END JOINTS SHALL BE CENTERED OVER PURLIN, ORI Nf ' Suite 220 _: 1 -- 1- 211 t/1- 2 rl-- -�°'Qr a _ , r ,� - I I ,� j r 9 u r_.. ' N _ M 51-5" t3 - 5 I a - S 8-54 9 -:34 q -5 9 -5 9 -CJ �o i �} PLANKS SHALL BE END MATCHED AND THE DISTANCE BETWEEN END ' -"`- �` �` ul 1 Portland, Ore. 97201 JOINTS IN ADJACENT COURSES SHALL BE AT LEAST TWO FT. IF K W t t �: I(y �� I 1 DISTANCE BETWEEN END JOINTS IS 12" OR LESS, THEY SHALL BE Ijl �z �x l2 r � <ox (2 T''ICox1Dj �ox12 t- t CoXI� t"` rt Gx12 r-� Coxl� `� "-' Cox/4 �' -t �x/4 t' t c'ox /4 t + loxf4 rl i I (503) 248-1044 I SEPARATED BY AT LEAST TWO INTERVENING COURSES. I ----- _ =- - - -'--= = - _=- - _ -_ __. .- _ - _.. _ _ ROOF SHEATHING OVER 2" T&G DECKING: 5/16" THICKNESS WITH i; i .NF1 (1C� K �K T K bK1G P 6" A ALL EDGES AND @ 12" ON LONG 1 I I _ i `� s2 5,ry 6d x 1 -1/2 COMMON NAILS @ T I ' CENTERLINE OF EACH PANE!_. _� __4rt. s�r-.- __,►�- �rt�---.tG.� 1,i _ �► w_ l,._....�4.. ti 51M, �l I I __-.__ I T _ Cx i I I 2 -i 1 TYPICAL ROOF SHEATHING: 5/8" THICKNESS WITH 8d COMMON NAILS 6" AT SUPPORTED PANEL EDGES AND WALLS, AND @ 12" AT INTER- w J I I T MEDIATE SUPPORTS. - -- I j I L� Gxl2 t" 7N Gxl2 t'� TloxlOt� iloxJ2 - -` �oxl2 r�'fi Coxlc^ t..`.-r Gxl2 r _ oKl r �gI' t- , -r ,x14- � _ rt lox14 rll WALL SHEATHING: 1/2 THICKNESS WITH 6d COMMON NAILS @ 6" Il-O" _ I ' a —"` �AT SUPPORTED PANEL EDGES AND @ 12" AT INTERMEDIATE SUPPORTS. � i 4 #4 x `- O � ' j II ( P + K� 4-� ; `J� I ALL PANEL EDGES SHALL BE SUPPORTED BY STUD, PLATE OR SOLID I If� l �� 1 - ' _ # _ ,h L L I t= I lv K tK) I I t K !C k I - V BLOCKING AT CLASS 19. _-_ -_ ____�___ _� FLOOR SHEATHING: 5/8" THICKNESS WITH Sd COMMON NAILS @ 6" 4 - 04 x `� AT SUPPORTED PANEL EDGES AND @ 10" AT INTERMEDIATE SUPPORTS. I \ � '�.. - I' 1 -S r - L -� �` - f EXCEPT AS NOTED NAILING SHALL COMPLY WITH U.B.C. TABLE 25-P. I I i E -- - - 1 _ __L _ ' 1 `� '�1 I��x - G x 14 r I ALL FRAMING CONNECTORS, HANGERS, ETC. , ARE IDENTIFIED BY -- —---_L - _ '— - — MODEL NOS. OF THE S I MPSON CO. OF SAN L EANDRO, CA. INSTALL ��_ _- �-� r --` �_+-� I I - -� � ., --L :_-�-��_ I '� CONNECTORS WITH NUMBER AND SIZE OF FASTENERS SHOWN IN THE MANUFACTURER'S CATALOG. PROVIDE CUT WASHERS A7 LAG SCREW AND - -- - - ' S� `� g L_ E I ---- I a BOLT HEAD (& NLiS) BEAR ON WOOD SURFACES. INSTALL LAGS WITH 3L4gy'! _ - i 1 -� fi IN f Q' 1 l WRENCH IN PRE-BORED HOLES. ! \ A. CUT .1-0 x; -� OPNG. f I Q ' 1 Q ILS v I � �-- ill + s a a I � �9 r-�• rGX 12 fi---r G x 1 I•I I I � Z 0 1 N I 0A�h1IENr I 12� SIM. I i I 59 I LL f w r► w 1 r N i t I I `• r t ax 12 t--rt G7kIf - -'►�----- ♦ I e L - ACJA ::ENT T'O SXIJT� 0A�EMEN''; L ''.:.a*'C NEW I �'_L I �' o / / r - - --------_--- - POOi ll'Jv�' Olt' UNG'l .r'I_'Iti'E'EC' ���lL 4 !'" B0M7" - - 1 �•__ L�'VEC. � o Lam. P5 E•Xc.AVATI,:7N / rot J� TO 4x 12 wO-� 2- Sg '' A. B, - ----- +4 /V` MAL :FZAWL yf'A.:E ;kA;"=E 0.4 ' E.ICi�AVA7-5 AD 1/ d C- 7p,, A. e, I I EXIST::'> OACI•CF/LL AIIATEKlA ' . ti,ErLACE WIT'N AFFACOV=0, G,rcAA1ULA,2 FILL ::0MpAc:TE,7 ro -75 I I �t 2 21 MAY. DCIVS!TY OCTA/HED �31'/I.S.' /til. b /SC,7 ME"Nc7G� --� -_ , Ir Caxl2 r-T Coxl4 r' a C; T'Nl� F0'1_L SN,QL:. E,rCT�IVD � -J MIN. E•cy �c IVEw 10 C-,', 0 7- 1 IQ A; 0 L V M �' I C� 1z L� M M OA � aL utif N �.,4 F'. C7ETA 1 00 .---_ -_ MARK F'DUTIh'.� SIF �OUE9 T/N }E'Lz IN COLUMN �I�E �.� �� � � Exl_rlfv� P✓L//L L7/N�►-- Q' - -- — - ,- „� ---- _ �9 �, �� fi � L W rr 4 41-8 X 4►-$" X ! ''' 6 - *'4 E'AC14 INA Y' � � - - I _ . 0 1 .41- n r- . rr �n _ tt 11 n ¢ .L 5 -dU 6,2 3' -B" x 3/-8" x I�'' X 121r 4 _ , , ,► 3u � �rr�. pl�� �2 _ .,a 2 E - 3'-8" x = '-�3" x 12" 4- 04 ST'o. G/PPI r ?, —_ �,r, 3 � 1 1 � � 2-4 x la LIVID, f�D£TTS . .. �` -� 92 = I I � .� O Ln 3r-4" /�G .3'-:�-N X /2a 4 y•�• n K xO• WV. f2'"%JT.c^J - •- 0IM!LArC u--.._Ir__ __.. Gx.-� Wo. r.OJT e?x \ - —_ 2� �Q -- ----_- -_ --- —_ — --- _ project no.. -7142. 4 - 5 K 71 _ �a 56K9 vLULA/M gJ.�1.1PJr�N c- .�`�"� 1048 .a( / ! _4 - .4 x 1 ' " _ x G W 0 �?✓r_ 2- �" Al. �. - t ] L____- - --r_-_----_--_____.__._ _ _ I L- _ - - - �- - - - I I ' drawn b J 0',gwK �l.6r,K lir 3 94 E�4..:N Y11AY " JTG. PIJ'�'E+ At 4X Ig 0-9 tc� = Y I date 2r-8" K 2/.6" X l`" 9 - 04 rr „ DISI c:. WC1 FD�T Old S r�1,�1�1'LArC _ �. 1_r-�.�_.___..�..1-� , revised 21-4"A 2' -4k x 12'► - C-, r , �` 1 I CM -k zI-C 11 x 1v" 4X � Wo. P1,7V7' 2Q1- imp �c:71- ©" Q,ll I �. 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III 11.1 111 ,1111II III III 1111111 III 111 1111111 � 1 I � Z I I ( 4 I I � 6 � 7 I I �0 11 I 12 I I �I - NOTE: I F THIS M ICROF[LME D —L_ _l___,� L -- - `'L ----� __ _ L - - �—_--- DRAW]% IS LESS CLEAR THAW THIS NOTICE, IT IS DUE T(` — - - - THE pl,'A.ITY OF THE ORIGINAL 1E Z 8Z LZ Z 4Z Z Z Z--T-- Z 6Z I Lel �IT�4 t `'�[ ti1l �I [IT l 8 �B L 9 ► E Z l � r DRAWING. I I II 1 I Jill I I 11�Ijijllll�lijill fl 1 I 11111fI JJJj111� Iilllll�lllllllllll IIIIIIIII �I�IIIIII 1�11►1111IIIII�ill1 III 111111111 IIIiI 111 IIIIIIIII lllilllll Ilillllll IIIIIIIII IIIIIIIII II VIII (III IIIIIIIIIIIIiI IIIIIIIII IIIIIIIII.. IIJ I I I��IIIIII 111,111111111111��1 VIII, I111111Ih VIII III I (IIIIIIIII 11 17 1990 MAY s IPNOfFs��p EAST WALL "O Al)Al 6-d ,��� " ; � AT' SOUTH WALL 0710 i AT ALL SUPP l- T D EC10, i k ICA IS. 1C-I 16, 21 E.�lrc 1�770C:) WA-' -' - 3'' � SrA. 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M '!LICN: PLY wD 0NTG oN -�► -- . .-_ X1r d! .�rc/D . 01_c�PEl7 2X a rte I P p 1 N� , project no,. - -- - �.--�— __ . __ _— --� a0 - 1 dravm by 3x4 f�Ll�j Il37'WN. I date <_oll �p E;�� x ;S GL --1 i�+L -.,' I ', EX 10TG 1101�5T c _, -�I I i l 1 I I I revised --fir xL .- ✓ —' r---__ \ 2 x 1 .1G'1 f'T , ..v r �' CON T. KIM J,_, , �1' � -i I�E 111 ! E E X 1�"TCy � 511�1FON GUE'2G U .t �9.K �4 x /-4 \ I STUDS UNC LC�c „ � � � sIMPSaII,' [.UP2/U - , �� � a35 PKM<� AN.::-N.' 120C1°f OV�I�NQNG r ' frlrc'E..1'O, _ -ESS I � � 4 x ;4. x 1 -4. d E�. 9/DF. 3 - 2x.¢ 8TL/�'S UNDER ENG' 4 1C > DAAJ ^9TUD WALL W�1a �1 1 ,� A1• r_% OF r-4,AAf i- 'x - 4??''C1D EA. I r w- - s/cE4-1�,.>< luro ®E,4M +,, �ITCJ. P1r'�'E - E95 f*1z,Nc� Ah'CN, t rubs L� I 9 - :: x 4 C/C.a [ ,'VUER -:31t ='7'D, F'l rlV r TO ROCP� t9EA+M ONE -5rtlU F ... 2 x 4 �'TU Dom' �a 14;f �✓/4 - I t� � rs-ACN 5/L7E STUD WALL _r _ . . . ., it- oil qty■ C! IIh• I I{I III IIS 11 I III III IIiII I III III VIII I II► III IIiL� I Ali �I i � liC I I � I III III�I � I ilk SII I �� � SII ll n � SII III I'I OI III�I SII li 1 I III III 11.. NOT,: IF THIS MICROFILMED I 1 }L, }j7 I `7I I I I —✓-1 — - --1— 1_ _----- --� --J r DRAWING IS LESS CLEAR THAN — TH I S NOTICE. IT IS DUE TOTHE QUALITY OF THE ORIGINAL DRAW I NG. ll MAY' I i I ' "II II ► I IIIIIIIIil�llll i II I I illllllll IIIIIIIII IIIIIIIII IIIIIIIIIIIIilllill IIIIIIIII IIIIIIIII Illllllii Iilirllll , (III lllilllll IIIIIIIII IIIIIIIII IIIIIIIII III I�III IIIIIIIII IIIIIIIII IIIIII�II IIIIIIIII IIIIIIIII IIIIIIIII II IIIIIIr1 al,lll IIIIIIIII IIIIIIIII 111111 I I I 111111 (IIIIIIIII VIII I ( 17 1990 -1004p.. -1. I sulcnPlJ S�►LT10N LINE 1(j IIA LD 61.011 t vow r`•s wHtE��- in SPEc1 lEa 1 WROID LINE 4� • ppRYLAI�D,ORE ON 4�, L4?u1D LINE DPYEk -` 5EAL Cil P VALUER OF14- 1;t9UEW010 VALVE O I , \s1�,►�r k4►ss �/ / \� -� -- -- -- - � � I �T1�ef�!Al EXP�usla►� �,tALvE, � 11 SEI=. SIT I��N ..-. ._._.._.. _.__ �..-�__ -� �_--- --_- _:- --�--_ _-._{�..r. - --- � � � '�� � �l.�N PI �� O eco�. EA. NA►�� PC FIN TiJM OF gTv><M � , � 0 11 • Water Tower j 5331 S.W. Macadam Suite 220 FL_OC'3F'- `UFFI-Y -6�1H G Portland, Ore. 97201 GR ILL E - -1 CG CFr-j- To (503) 248-1044 I 4 PLHCE`� - C17)I2M E;25 - ,FL-Ey, ���11•••��;_.� CONN ECIZ�F�C� I 1CH SI UE OF FF;H _ - - 1 OA "t A 050 U H D A-r••T F-r t U.--%T E P DUCTMOT�J-�I ZEG vr�. P-1 . '`I"� ,4I-I- 1 L�M F�EfiS c pAM N EFZ �F FF=I I EF- S�GTIo1�! ` X00 X 24 e>> I L:.E NSI D r- zCGIR•1 L.L.E. . F Loo r� I - - L9 F- (ZuN �EFP`JGEI�- f''iPlriC� 1 i N Z .�- ; �UE N LY � '�uF''f•'vi�'' � ,� ! - � �. -! . ._ GO I L. �• CrNT�.• -T'o Over �,�A� �4 C��T• - I r T `-� �T f�I I C?l•11'�-( / / , s} r�F'�j CYJN©EJ--SING• UNITS W7 '• 4F 47 DucGT IN :.;"W t._ _,r��.�: �� _ .. rC- I 5�1= !NCTE 1 C, 0 o F� �; 7' r-1 EIS F;O� !2x 4Co I H �,oTTOM 4F�I►�- Hf'►cC AN I FBF iG. SQL 1 ; L UN GRAIN PSN I MQ"rvU�IZEU CP'MPER I u� I — - - - --- _ �1N 5 - I '/�"� { RAIL P `r0 EXIST, FOP p. C>47 Cox 12 S�-I PF'L`t' TO r--J7 - H&4&4 C GDII� I NTO EX i ST Doc-T. IT IN OFF I L2 IFE - 12 ::.LAN TION 'SCNFL�uI._f;. NES:' FIYT V4 V CI,,l HA „ I �F-IL�.I- cOHH. kle� a PUGT To _ I I�JO CFM , H .C. 211 j� - - — 11 I 2 21' I I I Z 3% I S 2 I'/2' I 12 1 �--� -�- - - - - - - - -! - - - - - - - - -- - ---�, - - - - - - - - --{ DU crT Z I ZE-Z FR EZ I H I ID E 1 - -TFN U AT1 o N I1 --1 �Ee SITE-i 1 77/7I1f',7 _ PL,�N FOR I V-) 1K•2 �Vv -� I�-I G.JNTI 7- �'�EET METF�L NWM10 l OF STOP -Nl a1 1EI--NE I ; 1=EF�t',�E ROoM Tr°�T, Li/ gUTO. ' H EA-T I►-i c� -C.uo L.I H I CL7N N IvrC , F1%T _rO 6E E P- rr-,io -o UNIT OrMFwa T710r4 I.J� 1.-1 U-) �' I' I-'1 f� ANDONINC• L�� 15T SEI`'TI�: �Gl„OG1� FOR PIH- I . PP-.O\/. SUE,- j �- —t---- T�IrI"� > �I N FI ELC U 0 I�-- —__�-.---_.:-_�.�_,___--`� ��SE G'N �Tl='."1•. '� STA GES L.I.2� W-I � �II WHS�' fl�IWtf-IDoN SEPTIC ,.4 '/ C H t �T I H<:5- AI G r- TAN I'S DRQ I I-) F=1 E t..D_ —UONTI1JUAT1OH To 5EW P� F - rum/- ? FLo-T PL.t,24H. FILL TAHI'% 1,4/ ic, t4 -f�•R 1 -'.S� . I AH- I PSC E '3b00c.FM Z I 'M 11 I-!.P U) .. �LINv ca�IL Tv micrrcH CoHo. �IN1T-�P�.IT VES-TICP��.- - GOO .. '�• i L2 I Fr-NCrE ' 'VEL, ..- EHT C.&. -1-InF:., W ea. r�ro'� F. IH QFI _-raRF- W l W L PR'tNE. IV '220 09 11.1. ex H.• FAN N/ � I l� c - -- �----� u PLl c:'T -TZ::) RCoF cAP `To M P,TC H C1.�I L_ I N I A H - proiect no.. drawn s 1 c L date G/12/-1t� snr+I-T .Y SE W E:P revised i NOTES 1 . Install 5 ton cooling coil in existing electric furnace -Wesco 30UE. Increase motor HP to 3/4 , change fan drive to speed up fan to �I 2000 CFM, install matching 5 ton condensing unit with precharged � LLI M �-I 11 („�j refrigerant tubing in crrwl space. Rework supply ductwork at unit as required. MI ?. Relocate existing plumbing fixtures as indicated and acrd new. Run rlew wastes as shown, vents per code, reuse 4" VTR, Rework existing H 6 CW supply to fixtures per schedule. Maintain existing waste, O'- 'fHIF-T•EE`1 f vent, and water to elisting kitchen fixtures. Extend hose bib s. Toilet room baseboard will be removed by electrician. , A jUL" NMI 07 r» .. -w.'- .. + _ ter• .a � � ' �` I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I ! I l l l l l l l l l l l l l l l l i l l l l l l l l l l l l l l l � ++Mr.«-••�►••---�--"'�`"""'"""'�'+`°'°'�`�""1e1`-""'"""""`""""`•`"' " '`"` - 11i � { � ll � ll � � 2 { SII { � � { � { � { � 4i � i � i � � { � { � { � � { � i � i � 7 { � { � { � � ,1 � 1�+ � � �I { � { � { ibI � � � � { iil � � � li� ... • NOTE: IF THIS MICROFILMED DRAWING IS LESS CLFAR THAN THIS NOTICE, IT IS DUE TO __ - -- -- --- - — -- - I £ Z NZ GZ Z 14L Z Z - Z 1Z I Z 61 [ Gl 8 THE QUALITY OF THE ORIGINAI Q L 8 4 1 S S tr u� DRAW INC:, I .,I 1111 I II I { II� � II��I�IIIII��I { i { { i{{ili{u {{iil{�{iiil{li{iiiiiil►iii {{{{li{i{ i{i{I{ {{ iiiilii{{ iiii i ��iili��{ {�{II{{.{ {{{{I{{�I {{{{ ►{{II, 111 {{ {{{{I{{{I {I{{11111 {{{{�i{►{ 11 { {{{{li{{i {{iili{i{ {iiili { i{ iliii AY 17 1990 1 draw..-......o�...- y I�h MUTES. u 0 VALEh10E F1XT\AVZ%: RECONNECT Z AL.LASTS SO SWITCHES TURN ON TWO LAMV5 M TANDEM LEFT HALF 4 ZG\-\T N11LF OF 5FT F\1R,TlS .7_% F0W TWO LS EL %\-LU . _ 110 CHANGE -•7 uw f lw::3 L1GHT11�1G , T1i\S ROOM. 1 Q3 OME 5WITC.H 'FM IN�. OARD LAMPS, SECOND SWITCH 7-07. OU'TI�DAR.Z LAMPS FOR TWO Al Al Al AI LEVEL. — ® KDUGVA IN FOR FUTURE EXIT SIGNS ABOVE FUTUPLE MODR.,Sw. Q PROF 6/78 - —- ---- -- I ITYPI � GRE aUH 4y t 7• k. CLK ,S 1c) L LASS 2.0 A b A b A b A b B S 1 IT p LAS 21 I � A .�+---�—_____==�-.�►__—_ I A � --_-�---(�"` _.______---®`` wed°` M _-- I -- I Ilu,11 - -- _ — — _ — -✓.qulnl • LI-- _ — LC�h SU M M kg,`f Al E -�+ _ - -- — A A A i—_ _ A A E &KW LIGNTIM6, D D D D D 5 W0.TEK "Z_ TE7 The Water lower 14s BASEBOARD 1•\ C' I �' I G � ' 30 FUl<NAC'E E.AT 5331 S.W. Macadam TMJ ExIT I 1Suite 220 C C Ll• SW. I � � 60 KW = 254A EX1STI Cm L iKtD ' Portland, Ore. 97201 1 I I I + 6 KW LIGNTIM6 F03 248-1044 I 3 KECEPTKCLES 2l.5 �ASE130ARD HEAT CLASS 11 %^ J I � �lORSHIP 18 I I � 32.5 KW= 1315 A ON NEW VNMEL %D' IF I II I I 1 O J 30 KW DUCT VENTER 1�1�tJ-C01t�\C1DtNT LOGOS 5 TON NIC. ""ITS _• I 1 1 i � 2 FAN G CI I I I I SZ KW 133 A ON 1sDEW PAAIEL %UI I j CI I 11 KW 1656t) "EXT ADDED TO eA%ST, PANEL ` t N ' bI = 3 L1CBHTIIUG Ah DM Tr-, SX\STw PA,MV, `16' I T fP I KLUPTAC_LES ADDED TD EX 1ST. PANEL `S' CL D+ _ D I O D ra D I D D ` � ----- J — —�—:— --- -- — --- 141 KW G 120 240V' 1� %W = 5801 N TOTAL. LOA I A A A Z- i , 1 Q D ! ' Ll� � O i _I I =--- -- - — - = KITCHEN 11 PARLOR 12 — �IXTL�R, D I A 1`1Ai M r. &O-T51U , '15W,V-._%Q CLASS 15 AU l MKRTYDCI-T51ci , 1130W K40 CAMP A EL, I ' L � FELLOW SHIP 1 B WAKE RF-LD CS-4.24- SS , 1NEDARb/OUTl3>dARI� SWITOMlA1a, PANTRY 10 A A A C WAK.EF\El..O CS -2►ET•SS . J _ _ __ _.. _ C► 1n/AKEF!ELD US - 2.14 -S51 -J'NIEN FF WOME - i U $ FT, STRIP L: LAMP TA%DE.M WITH 7NM EM M%MELTED BALLASTS. :3 J — JI II E MOLDCAST 46\G, C.UUM6 't1\M1MT WITH KWJMWS WHERE 5"Orj . II _ TAI N F F -+-,� F i F LIGHT�LIEiL la-Ti OG , 2-G�\rJ -K\ 12 W G RM-0 Mi1� ATUU- TRAC_K., PUMUE Cn �' LN-4 FIXTIrSR•JtS AS S"O" EKI'T �►C� PANELS ! i �_ W 1T H s'A& 'bB S?6T LAMP D ME. '�' RA 1 � I � EXtT LIGHT SW1 CCN—__—__ I a S, C N C �' s~� W\ �!•! L�81 �. VE ur � o �I \, END GOV4730fC F1TTE\R. AT WAL1. FPR, COMPLETEL'� C_LlN10EP�L.EU JAN __ II a - 1�= -_ I .. ,I -� el 0R AC.EWP�'Y 11' 25 F I H PORCE.L.P�\1�1� LAMP tiQ1..J E iZ � ��C�W LAMP, -- ,l TANDEM 51NGLE STRIP LIGHT. W00D T�\M OTNE ib'`( RSA U:F10E 2 _ O 1 ( 0 f►,r Li 4 TLiDOLEP.S 5 PRE°SCV\AOL.. (A project no.. -1-142- drawn 142drawn by date co revised L I G HT I N_ G P L NM SCALE: '/a"= I'-0'' aNheeet. of-T ...rte•-11•._'nor•-- •. ' ,.Now - , 'fir.�iVf9 �yk.tP I' y y¢�. ...f.44, ry �i .- �.. .,.. e, . " - Awa IIII' IIIIIIIIIII � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ! IIIIIIIIIIIIIilllllllllllllllllllllllllill � mo I � I � IIi 11111 ' 2 I � IIII I � IJ114 IIIJII � Ill � l � s III � ' � 7 1 � I � I � � � I � II � 1 � ' ' lib I � I + Iii III � Ii� � . - NOTE: IF THIS MICROFILMED I9 l DRAWING IS LESS CLEAR THAN ?HIS NOTICE, IT IS DUE To THE QUALITY OF THE ORIGINAL -- - —��'- -- - -- -_ - - -- _._ - _-T_ — w DRAW I W5. £ r�111 t6ti LT[ [ YI i [ E i [ I i l 6 B L 9 Q t ,�II ! , ► I I �, I , i I i III(I,JI �17111 IIIIIT111,71I i I�I II I I � IIII(� III I . lJllll I,IIIIII�IIIII II VIII. I III II Iilll. III II III I I ( I 11111�II� 111 11 II II 11�111L� 1) 1111111 I .I IIII 1111111 I III I 1 111 Ill 1111, IIIIIIIIII I Illrlll ��.� I IIII IIII,11111111111 IlllJllll i l�J111111� 111 I J 111111111111111111.111111111111111 MAY 17 1990 R 1DTE5 OI FKOV1DE. LOW VOL_TN(aE F07, C0M79ZV. OF C-_,ROuPs OF IAP%1SE5MV..Z AcLk7ER% 'TL)TAL kMrz MOW-2. T\AKM 510%^4 �Z FUTURE 'C N.Nga s , KEEP' C.ONtDUIT S C..LEK.% OF T .IIS AREK, 0/ REMOVE E-Mcm.-TIMG %K%SIS kWM "SK-MR. , ( _ I ® FULL VOLTAGE TMEiUA0%-TKT, WP WP Q EX1ST►NCa PRNEL, P�D� 8RE'1AKE%% SA WM, 1�1AlM7P►1N INTECa�1'C`C OF r P� - -- — C1 RCUITS TN R.EMK\M 1N SEWV\C_E, ' 1,�5KW -- — — — — 1,-15 KW �.>�'"��'e d-MA FOR boum0 Y TEM 1° � I � -� _ FILL.ER PANELS✓\W IT Fi T�ECEPT'S © S 5 c, �,. .- _ � 6 G/ PSKLK 130111 IN FO e' SMNKEV.. 2 KW / \ / I 'o s I / ZKW , ZKW< Z" Q F URN I SH SASE�RD \AF_N _R.S °i1HOW N. YzERKO MSS SERIES (2 5n W/FT) CLASS I 1 1O S1ZEr3 i WITH DEV I CE% ASS SHOW N J SERXO MV.1610- Z52.1 (1&8 W/FT). TWO QOCV15% 0t>10c AK T r _ CLASS 21 �I � / � Q� C b r / � JOUt`1D S`�STEM AMP � CONTRAS I `( 1.Z5KW T p, _ by STH EZ215 KW �.S 1 *lag Ar Q O The WaterTower —-_ T O 5331 S.W. Macadam )1Suite 220 Portland, Ore. 97201 (J03) 248-1044 I CLASS 1? \ _1 i MOTORIZED DAMPER ; rL -I I , Z PRl�E1_ H 2 Vi."C_ FOR SOUMU SYSTEM W IIZIMG, T`eP, ( �'� SERVI LE ?K%EL - - PANEL 'H V MEW PANEL. `D° CT EN,CL. WIT" I— - _ -" -� LISN NL.A6 EMER DISC, �vE / 12-IP -'SOA 18SS0 MEAT TERM, CAE, I 2-2P 30H 6SaD HEAT ca - IP- ZOO L1ca"TIMCI 0 TO 1 TI VERIFYJ9L —7 05 j 4 - IP-20A RECEPTAf LE'S C NNEC EX S NG SPEAKER SYSTEM, F_ ----1 - I I - --- -� 1 ^ 1P-20A -I T_ 2,25 KW ' _ - -" I i I PANEL `P�' SSD HEAVERS --- --�- 2-IP-20A RELEPT'S 1 - 2P-30A ( STORAGE IL \ — I - I STnN 2��'�,1'�t"C (2'IP-20A � L1GN�'ING 4 -IP-20A SvARES 3 I RELOCAI ED F-13 TING ME.TEIZ.� KITCHERJ 11 / _ C' ( O 1 g- IP-20A S ACES IUKW EW C_(AJV)UIT 4 WIRE. I N I � --� ` I— StU ' n - PA LOR 1 - - � / 2 Io TO2- 1"C. SPARES TO C I I \ R. 2 V \ CRWL SPACE. 60 r ' 001 FELLOWS"1 P I', 4 I MNIM FLOOR. ! CLASS 15 PANTRY 10 / EXISTIMG 30KW FURNPACE. NEW V40 MDTM WILL - - - ! SEIN, INSTl�L.L,ED, ® C\1 F71 010% � f MEN JWOMEN a ICCAT5 '- � " EMER.C,E�1C`(" DISCDNRIECT - 4 NES! PANEL `C' � -- V z 1 I 'tr O TYP ----- - ^2¢a/n t 1�`'/o, 2"C 225 A NLAZI + x. 143 TOR 14 ll LOMMECT TO EXIST. SPEAKER. 9YS — - 'HI' �' r2-2P-225A 1 - 2P-05A 3Q KW �JUCT KTR _ COINCIDEtgT LUP�D°� a) E5 -- N r ,� I 3 -l-P-&6A 5 TON P/C LIMITS Q� CL-� -- o -----�. i� —_I L-� I r - r __C_1 1 -2.P-ION-30 A 21+ FP�t�1 MOTOR W PNL PAT (3 . _I F- ---1 I, O i'H2' ! 'A' 10-I P-ZOA SPARES CORRIL�R 25 I TERN11 ! C.T , SERVICE I1•�'�° ov�N 22- IP-2OA SPACES � • O I C Ab I I EMILL I i PhMEL I r T� —r I (3 ^w MEL ° R00M IOFFICE 1 OFFICE 2 _ L-OSgY 3 \ � PRESC.H1DOl. (a 5610 ,I-L11ti1E .,NWC-1444-a, Q /�. CRIF�S 4 \ / gQ�^ �/ SERIES 2 PAt�1EL iZD, I I-- , In los a0C?!1 120 2 ArbV 1#0 3W SERVI CE . ( - Y TDDDLEIZS 5 I I N N ® N protect no..-1--t 42 -- — drawn by uu date �2 I RISER D 1 NG R ASM revised POWER ,PLAN dd 7w1K7T1_rH p'1'�61,11 Mw •,... .— - - r��.'�uAyern►ww-.wow-w.w.. 1 Mr} ir—..a✓ilk. 1 1I+111I1I1IJill 1I1 ' IIIIII 111( 1II1 1 II 111I 111I !IIJI1III1III1II4I11III 1II I I�I I I � I�I I�I I I !� I I III I III 6II IIIlI I III I I�I I�I I I-II I III I IIII I I�III I III II!II�I� III I III I iiI iI 1tI 0I-I�I II'I,I iI+II lI 1lI 1l I I I III I I�I II 1lI 2NOTEIF THIS MICROFILMED ) WIN, IS LESS CLEAR THAN — 1 _ THIS f I NOTICE, IT IS DUE TO (-III £IIIII,III:IIII!IIIII ZIIlI-IIIILI ZIIIIIiIII Z(IIIIII4II Z(IIIIIIII Z11111l 111fv1 Z11'11!(111 1 ZIIIIIIIi1I ZIIIIII:a,II I 1rl 1111111T1I I, I 6 11d I I LI 1f)RAWING. THE QUAL ITr OF THE ORIGINAL 1. IIIIIIIIIII I1111BtI111�1' � ll1111111I11111 11111IIg!I II ll I I 1 „ 11111 11111111111111111 II I 1111111111111111 IIIIIIIIIIIIIIIIIIIIII N . 7 91990 w. MAY a