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11626 SW PACIFIC HIGHWAY-6 1 y I � , I i , - - �-- - - • I - -- ----- I 1 t� F .MIA 11 PMEM • I ADDi �.riON SIX PLEX PROJECT- SUMMARY PROJECT DIRECTORY CREDITS VICINITY MAP SHEET Al SITE PLAN owner OrewaSh Theaters, Inc. fXISTINC, ARIA f, Al2 SQ. FT. SHEET A2 GROUND FLOOR PLAN, EAST & WEST Project oe coordinator- Etr. [lerbert AlthOuse SHEET A3 MEZZANINE FIAJR PLAN, EAST & WEST AI)IIiTION ,\RIA 16,5t1U SQ FT S SHEET A4 ROOF PLAN Portland, oregon 97205 / `- SHEET A5 UPPER & LOWER REFLECTED CEILING PLP."! CITY OF TlCLAL{D SHEET n)chitect' Thompson Vaivoda & Ar•sociates, Architects AIA pppr0vei..,,......,. SHEET A6 EXTERIOR RUILCING ELEVATIONS 1010 S.W. Eleventh Avenue GindttirnnityApprovod PROJECT SUMMARY SHEET A7 BUILDING SEC-IONS, WALL SECTION, DrTAIIS Portland, Oregon 97205 For ontythe 10r ides cIn: SHEET AS LOBBY INTEr-iIOR ELEVATIONS (503) 220-0668 ( PCRMII N() SHEET A9 THEATER ELEVATIONS, DETAILS See letter to Follow LEGAL DESCRIPTION: S.E. 1 4 Sec. 36 T.I.S. , , W.M. : SHEET A10 NOT ISSUED (,IV) Iural & vanDomelen Looneers HcGa:rigle KnauE & ,-_ R.I.W. � Attach ...`...,1.-....................... / - c'ivJ1 EnoinFel Associate EngineersjobAddresF�..lt�.,Z,w_.�I��G��/� Tax Lot QUO 3933 S.W. Kelly Avenue � / Portland, Oregon 97201 ADDRESS: S.W. Pacific Highway, Tigard, ORBy: � C.- (5031 222-4451 , SHEET S1 FOUNDATION PLAN � SHEET S2 FOUNDATIL,N DETAILS Mechanical Engineer: Glumac & Associates, Inc. ;,OTJING: G.C. Consultin�q Engineers SHEET S3 MEZZF.NINE ?RAMING "� 4Wc' r-11CTu� N0, Q r* / �c•Y1/ ` 920 southwest ThirdAvenue, Suite 200 Z. CONSTRUCTION TYPE: Type III - One Hour Sprinkler SHEET S4 ROOF FTAMING Portland, ere?on 97204 T� � � (;� � �/phJ', /1l--1,34-4, , SHEET S5 ROOF DETAILS ( 503) AREA: Basic (UBC Tb_l.. 5-c) 13, 500 s.f. SHEET S6 MISCELLANEOUS DETAILS (5031 227-5280 TDTAL BLDG. SepaF ation (3 sides) 13, 500 s. f. Electrical Engint-er: saisley McNees & Associates, Inc. TUALATIN VALLEY FIRE MARSHAL OFFICE Sprinkler Increase 40 500 f. Elertri:.al Consulting Engineering APPROVED J 1923 S.E. stark. Street � Tot�1 67,500 s.f. SHEET Cl SITE UTILITIES, CIVIL PLAN Portland, Oregon 97214 / CONDITIONALLY APpf10V[I) . . (5 0 3) 231-7825 APPROVAL'.)F PLAN&18 NOT AN AP!IAOVAL OF 0MIMON6 OA OVJAWNT1 PARKIN(, SIivIMARY SHEET M1 LECENDS & SCHEDULES, DETAILS soils Engineers: Rittenhouse Zeman & r.ssociates> Inc. y�l � all SoLETTEPI f� SHEET M2 GROUND FLOOR PLAN, PLUMBING 8o5o s.w. cirrus Drive �� < I.xi;tinl Change Revised SHEET M3 FLOOR PLAN MECHANICAL Beaverton, Oregon 97005 r, PLAN SWAMNP �^ l ot,ll Scats 1795 'Total Scats 2731) SHEET M4 R.EFLECTIVE MECHANICAL CEILING PLANS, EAST & WE!�T (503) 664-9141 Standard 514 + I Standard 515 SHEET EL SITE ELECTRICAL PLAN, RISER DIAGRAM, LEGEND & �,:Ompact 200 3: Compact 1721 SCHEDULE Handicap 11 + 3 Handicap 14 SHEET E2 POWER & SPECIALTY LIGHTING PLAN SHEET E3 LIGHTING PIAN --- �-- ^— "-- !-- SHEET E4 r'EZZ4NINE LIGHTING & POWER PLAN 1'U'IA.I. 731 -30 701 SHEET E5 F k-XTURF SCHEDULE & DETAILS, BOOTH DFTAIL, PANEL SIHELIULE, SOUND SYSTEM DIAGRAM & FIRF ALARM. -- - ----- -- ` --'- PROJECT DIRECTORY REQ'b. PKG. 449 685 SECTION 000?-1 F'E.F'h1I'T NO. 891391 1 OF 27 • . ..,..,.., �;-�'lr� *1111 - •MMy,. sAY.0)H. ...... ...,y:. :�+..,.. .:;> ...,, ,.,;1�. �, . .. .rm.Rw ,.. r+s+x uMgwr ... .. .. _' ,. ..rww..n..,.»�gr,.,•.•ooannew,.wc,+re vsww- I�I II1�11FIIIIIII111'IIII111IIIlillll'IIIIIIIII11111i1(II1�1�111�rrll!t1I111IlII�IIIIIIIIIIIItI'IiIIIlI�I1j111III111i111I111i1I111IlIIIIItI►IIIIIIII'111IIIlIlI�qo i1111;�'111IIIIIIII�IIFIIItllll 11 II 1 2 3 4 5 6 7 ® 9 11 12 I NOTE: t F THIS M ICROF II MED '- DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE TC THE QUALITY OF IW ORIGINA; DRAWING, 6E 62 B2 12 92 S2 O2 f.2 22 12 02 61 91 II •I SI tit E1 21 II 01 6 9 t 9 Sf-..I� ti f 2 1�•'R , ,nl�unhNl�uuhnl�nnhnl�uuhul�unhlll�IRthNI�nnlnnHudllN�unlNN�tIII�1111�I111�1III�I11i�1111�11111111i�1111�11,I[�IIII�IIII�IIII(Np�I111�1tI1�iIII�I111�1111�1111�1111�1111�111�1111�IlIl�U11�1111�1111�1111�I111�I111�IW1llmllll�llh�llll�l�UII�IIII�IIII�IIU�1111 . r i APRIL 1 1991 _ ' 1= - •_ ,.�, .., r_a '.....r,.�A',r•" 'qr" ice: r ., �'-*"r!r�-...c.r- .�,r:"a'I ,:" ..., �r_ �^' �r�T�'�'�' _ a ,,. . .. ... .. 1 10 RU RL L. tUNPSO"N ' PJILNND,UP,EGON Or 0101 REVISIONS: N %. �� ..�.. ,, � c � .IFG � X01,SIO I __�---- <-�,r-�T�'. AGNC.E_�.>� ___ _--�• .�'`'�,,��1,."'��I�� I FT1 I 1 ' 1 Gam- ,. ,1 .. .. ':? : :• I • ... •..•�"!.. _ Til••{ JIA1.EEr"-•I-r•��E �12� �.� �i.� 1 � � s 2 •a �, '�'^'ST17 �AK1�:✓ 3' � Po,Qh -O' t AG - O +o vGGP R' ► ►(p ''�pJ`!t�a,ltt7 tFA�CE6 �il•Oe-�•' *%,-coo La X10 EQUAL SPACES I I I ' 1 I I , I f Z 1- ' •C� I,a, .��p' (SMP. 6�'s1GE� C ?�-G IGJ-O { F - , -' �'•�+.-� •.��c.t .� � -o - �/�.��0 IC7-d 1«Gj-D. . �• C_ •_�_.�s �' r.-rp,..,,,, e �j G ,� ©--f►'- .-�-� Ate .pF 9e .DI' n vl I-7 - ,� 41 C 4 NA OIC P I$ Ay S ZOP-7 *IQ' I � •:r :'- -r Cr C,G`�J SP�t� � q 9'T'✓ �17iL(.ff9� - +,.,,�-�+� r •8 C ir•D C a•O' 4v �� --- _ K.J � � — • SCA•. carr ' _ -1 T -, k ,>" :I� I -j: � I•. � � n:: _ter., ,�`� !//� �„� _ ___ 17 so wM. A0011ION 472 SIALS ,�' ( % ;' v G�9.r'•o"� � 6° AI •♦I t:i• � ,1�1tC7/ � v I7�F//�V \1 4 EQUAL SPAQESI t�TVJSTJ �'� �' - p►C oV' � I 4 � �'� �i . � 1`Id +6C�I�+L.+� 1. EXISTING BUILDING 1745 S1 ITS I I F:k I .0 - u d, I t •,C i 1 QUAL JPACE4: 07. I EQUAL 11)Ab' ES- 6111).'STALLS 60's 12"V-90' l _f '41C ,r AI)I)1TION 472 SEATS -�'�'.,; � I • � . .-- x : : � � �' � I I I I I I I I I �- I .�- _..... I• __.__ �; A.C71�1P'R`� ldR�r't - _\ i �� ,�I b/4' ULO•I2. FILL• �_� TT , THOMPSON I. • 4 EQ �IA S IAC'S:1 S D. ST L S I I ,.. ` 10 11 ASSOCIATES _ ';p' * ARCHITECTS 01 AIA 1010 SOUTHWEST ELEVENTH d. F• I I _I_j..... �( i - 6 Ot• • ' . b3 2 PO O RTLAND.OREGON 97205 TELEPHONE iSOi1220-06" PAINT.f) ASPI�AL SPED BLIh�P 1YPiCAL OF I I i — I� Q • I I �. Ej •� r I c.�'t-.s•r.•+I�.�z. Vic:-t=5 CG -0 34'-© %z0 0 - — 4 II 7 W-*1, A.A*Czt) 'v -bv 'i :al c� ,v '�g''n e. __,, 2 _ r c.�s _ o;-- -- 11r GAE3�- 1�1 • I�'..4GE _�... ' G�2�•cc''' T tc #G � --�. ,1�• � +�-- I .,� '- 2U � � N� ,� GOI"!C-��''�C °:� —�__� l i i • � 1 I � I I I I fin I t� ,: I , •. . . ! � I I I I � I I I I I I I I + I V- �- _..._.. .�, �: - CJ{r(I�L� �� L I I � F I � '�• IIS�--. p a'�' s 11 .0 -t �Jlbs 8%(4� 3 O STS Fis.G•!c ..... . '2 - - j-j, I to i 41I �I II ~ I1 ., _ - - 1 ► I 1 1 1 i l � ; l I l l .: -� � - { • ► t� 51 '6 Gi`-d' • 2co I'• ..- OII + -. _ i I .•r '�, �=cv '�'�._.__.....___...._ .___.__ i_4 --- � LSI '''�C�v�.•• ---, I � �/1v�� L._. _ � I I ( I i - i —_. __.._. I � � I � V I I I 0 E.G� �► �L� Flu, — .� 1� I u� { I I I - � •p: •y '. �a a` .�• � _ of •I 11,41 7 ISTd. TALL 6a3 11 _ _ -CA7 �D AW(� �-O" -. (�L/ �� 7 1241,-I 10 7- EQU eer 9 AL SPACES o r LGM • E'b - ___... ....... _ . Cf Ch __ _ '•`' "i b !G"�_ _- �On � "��,'-G' � ' I ' , : -�'� Q a'O ..,, � I I`L't;� too y \h mss; : I I i I /-'�. _...-�••-'"� Id �� •• .-- •• �, vtir �,. ✓•r. - , � � � �!'I'GOf`iCi, 7� •- � }tr � i 00 11� .til ,�-...J�,,,.._,..—_..-- _.._'_---...... � ^�....-_.."�-.-..,,_,�.._. _ ___ $' _. _ \ •r , 0 � "l2"° Boa✓-.-�:.�: . It`+ • r l�`�-E. .. ,,. ,,..✓� _ _ - . jf'If-Ick' - •�._ ._...ate Q_ LLJ phi G'•Q�I <CIG'-O" - SII ! — ,�- 1 *Y , .4 I i •.-...� 2'111 .r l,�ll�- �I II �� G,,6e;r" - 1� I ✓�:fir..!I� II�Z�� i l-pll ��GO�•IC., Wo•L•+[ ,b�°6� � I � SIT E P L A N �(� 'iYPICO•l. VIMENSi171-+ I.IMc ee. yell _ I PARKING SUMMARY GENERAL. NOTE LEGEND v OI(IiMOVE EXISTING CONCI(1:'I'E NEW LANDSCAPE AREA ('6411 AND I.ANDSCAPI:t.1Al l:1(IAt. TRAIISPLANTED WITH EXISTING ' PARKING SUMMARY s AND I'R1:1'ARIi S69S RA'I'1'. 'III LANEISCAPE MATERIAL PER NOTE _ Existing Total Revised RECEIVE NEW ASPIIAIX PAv1NG. NO. '. TRANSPLANT LANDSCAPL Total Seats 1745 Total Seats 2734 MATERIAL TO NEW LANDSCAPE it NF'%Y ASPHALT PAVING. AREAS. - -- Nt3W CppNCRETE SIDE WALK. BREAK-UP EXIS'T'ING ASPHALT �. . .•� PC�IE H!i'PCI•I�,p-,51UlWAL-K Standard 514 + I Stanlard 515 © PAVING AND PREPARE SUBSTRATE - II Compact 172 TO RECEIVE TRANSPLAN*ITD COMPACT SPACES TO BE LABELED COMPACT p Com act 206 34 P LANDSCAPE.MATERIAL. e � r• •� Handicap 11 + 3 Handicap 14 _ ' O NEW PAINTED PARKING STALL HANDICAP SPACES TO BE LABELED WITH � STRIPE,TYPICAL_ HANDICAP SYMBOL AND SIGNAGE PER UBC AND ANSI TOTAL 731 -30 761 ® THREE NEW HANDICAP STALLS �'4--' — -- I"�•�•�/�F�> (./AGF` W/TWOREE NEW RAMP ACCESS CURB C �I VIS _ — - — —' CUTS. A*1 REQ, • Md. 449 585 �../ EXISTING TRASH ENCLOSI.IRE TO G,/1.ap ✓� I/SIL+ `�•/ RE REMOVED, SEE DRAWINGS FOR IJMITS OF NEW COVERED TRASI'I ENCLOSURE. r-•FF'MIT NO. 891391 2 OF 27 !!I1111111i111IIIlIIIIIIINI,IFI111'III�IIIIIIIIlIIIIIIIIfIIIIlIIl11111I1)OIIIII+IIIIIIIIIIIIIIPIT,1I1111111IL11I111I1111111I1111111I1111111I111I111I111I111I111II11I11J11IIIIIIIIIII111'IIII111 �....._._._....._ � � - h NOTE: I F THIS M ICROF 11'.EO I - T....'�3 4 5 d 7 e" 9 1,}� I I 12 ' DRAWING LESS CLEAR THISNOTICE. 17 ISDUE FUFI THF QUALITY OF TW ORIGINAL --- DRAWING. OE 62 Bz Lz 9,7 Sz Oz Cz n Iz oz 61 BI LI 91 91 Irl EI 21 11 01 -6 6 [ 9 S fP E z 1mot*. "�lllnnlunlunluulnuhullluduulUpltIHI1N11nulnulul(IlndunluulnulnulUnI11BIII1lII111IIl4IRNI1nIIl111I1�IIIIlI1111III1LIN11II1HI►IIIIIIIIIIlllI111�I111IIt11I1111III11III11III111U11Iun11FIlIn11II111IIIIlI1W11�nI1II11iliIt111,11IlIIlI1111III11I11UIlln APRIL 11 1991 WALL ryf=E LEGEND ` r,0NCRETE BLOCK. tr.L U EGGh TILT-UP CONCRETE PANELS (63'-4' • (Z)� ' J. GMJJ.) - - -- --�� (63'-4' . (2)3q' E.J. • CM.U.I SEE STRUCT. FOR THICKNESS •�j -- _- - _ �.._E_ ---- -- METAL STUD WALLS WITH �' GYP. I l � HD. EACH SIDE I �� E sT r- - -NEanC t lrgl> C •1 1 rAjl 6' STUDS W/ 2.2 FURRING OVER ', E.J. _ ---- ---- ---------,- -- , Cr'GlG+y�!�s'rE ♦ I, CG��G-T 15> 54NITt+fN GYP. BD. ON THEATER SIDE DATE:1,4 APR A �1 V'e� Ib r2rfr o'c.4-4 B'�STUDS W/ RL.-1 CHANNELS I I _- _ ' ONE 51DE REVISIONS: TRACK MOVEABLE i / SCREEN TYPICAL 9 Dma►d Ex16TI1JC• �.___. _ - IJV 0 C --- - lXIetMG 12 It li 1 / . g ALL OTHERS 3�2' STUDS MASKING TT,4CN TO W r.1-- �R �} 2 11-4 lot-0 11-4! 101-09l - ' 4-41 �'�'t'z(� 1 I �} 4 Hal f3LOUR FIRE SEPARATION OCKiJCs A!5 RED-PROVIDE I Vb' 1115 L1 (1 J T t d S 4' `� i I CM'' TRA6N ENGL. 9 104®g = 1 -10 J Ibt. + - ,o w� ►aGi•+CJUTs�+G Fes, E 1st. jam=--F�ov�r �r i!' ! L- - 2 � ...... . ~.... :::: . . _ 4 b t'-C ---- 3 ( ' -STIED INSULATICII- _ � � � ` �- UP �1� � ' �� '~ Ilb UP �+ I S1 �` /` - -- ._ S .K PINS W/ FOII, i STICK-PINS W1 FOIL __ ,- _- j I -' I r I }' 5 G ~G-•' G A - *' 3�lgD' I g 1 PTD. BLACK, TYPICAL GYP, BD. L - ,; FACED INSULATION- II r �I ON 3W ' _ (' ^i 4'�" �.•.,C�,,,_. r 1 - - PTD. BLACK, TYFICAL I I GTUD8 -- --- - _ - -- i J { p,, -'�EATI?E S_.+oj •* - t STUDS 1 e 1 j TRACK FOR MOYSAbLi I - N� 1 r 0 I N O`` CAJE O EX - - N I MASKING-An'ACH TO 0.4 � t=_ D,' --- 4 AISLE: I It Y SCREEN FRAME, TYPIC ' T I � --- ---- -- ---- v - ��g�•�W�• FRAME �--1 109 I SCREEN 4 SCREEN L J 4014 L J J I NII f_ BY OWNER-CONTRaCt SG EN °GREEN FI4�1-Il: I I .' .n`r I *14 ��'��AT R I BY IURdER-CONTRACTOR --^ I I `' I T�"I �T 8 4'-8' i'-6 1/8' b -6 I/8 4 a8 --- - - - 9 1-12 $EATS �(4 N.C.) I N oil TO COORDINATE W/ R TO COORDINATE W/ OWNER --�J I I N � � I � 1'12 5EATS 1 (4 H�J 0 I 5 -b1 .• I I 404 IM. E I • Vill A 9 01 I . CAM EA.THE 4 R Q 0 9 I- 0 Q -- --- - TN R - « ISk n i I 0 ' I SIM. THEATER A I x 4': NIGH I 'I I l 9! I • • 8 1 11 I„ I NIGH _ WALL I a I SIM. ATER • I I - ____� CURTAIN I WALLS `ice `'`+�� 1 8 1 II 0! n I I CURTAIN I 1 I J _ LIMITS OF ATM_G _ I tY LiT'11T8 OF _- - _ L_J TING-- - _ d1 - �. I ------ 8H011N D D-TYP. _ I S►•4OWN D ED-TYP. I FEC, Qo ..�: F� G I 1 (°SEATS N.I G. { +r- _ (9E 8 N �C.) _+- 1 e. iv N EXTUNDEND MFST,CH. L C N N q,, ills L 1 J 9 N N N / 1, __ -SEE M6C.1-1 I L L J y:l I ,` TYPICAL a LL --tA�'� Atly NOTE: ALL EXPOSED i 1 1 I L_J NOTE: ALL E>'POSEG' SUt�-ACE5 • WALL. --- • yy I ',� I __. ( � A 1 i� SUt�ACEB • WALE Al I e i -� ---- -- - FM - FEL - - -- 7 - - - - ---- r CEILING BEHIND GUF.t IN . CEILING BEHIND c u IN i I I - er ,� ( 202,'_o - - -� Id / I 1 9Y/ 10 I I G- - ---.-_--_� TO BE PAINTED r-LAT O BE PAINTED FLA _ I l `� ��D`� BLACK-TYPICAL • A1. L THEATERS �.� BLACK-TYPICAL • L I I ----- - - -- --T- -� �� 0, I � �--- 1 THEATERS--- - - - - I _� GSL I I I• I 1021 I I -f2 I I I T��AT i I 1 -__ - ,1 i �' �4R ! ' ' /; I 1152 SEA s (4 HC.) I 0 NII 1✓� �� lit I 150 SEATS (4 H. l ' 0 '' tos'-IIS - 61 OC N 9 I �r> �' r- .: ►105) C4�-'�•-£V E J. I N N I I I OC ' I 1 1 I W I NII E.J. � n f„ - .-. ---- - - - b W �► 9 co io I , lv ,� - �.- I lm��' I PROFILE � .� c0 iA 1 � � 1 PROFILE K � 1'-b' 1 ,Il m I q - I 9-8. 'r — _- '� 1 I 1 r I I 9 9 I - OF BOOTINf - m - - 2 I `� 5'-8' IOF BOOTH 161 6 I l P N I I I ABOVE Ib' 63/4' 6��i' ' 6 1 ABOVE I - - - f THOM SO - l Ix of oc I 0 g ' I ,� VA I VODA & PROVIDE MTL. rr:� #6.oa�.EIZ ' I cb N %� _ _ _ -- - - B $ `''� „ I FOR E�:17 LIGHT MOUNt{ I 1 Oc r -� - -+'r � - ---- -- -- I OC I ASSOCIATES MOUNT °UCH THAT DRA I I I ----- - ---- - - . __. - -. I I F�,G - _ - -- I ARCHITECTS HANGS IR'JE. c:OORDt FE -- - ' - I 1 N I ; r ;� I \ I f ;_ rw Fes", ; � -, _. -- -+� f r1 I G W/ DR.:!=f: 4 ELECTRI'- �Ir , I 04© -- - - -- �' I I; ` AIA � ^+ ( 1 I � I I - • ® I + ' 1010 SOUTHWEST ELEVENTH �~ — ( l i• I I 0 I /'�J �'rTv �L� I 1 r I ��-b. m - N \ lop, PORTLAND.OREGON 91205 1 �V - e f 1021-6,87I !! 4 I �� ~ - -TrvG' I I I`rl � 1 --I+ T- --- --- N I�J ISI TELEPHONE:(sD3:!20.0668 1 _ I L_J Alm- i_ J - N 3 PROVIDE MTL. ��K- _ FOR EXIT LIGHT !1OUNTNG. To EX7EWJ 4AC1U'� C �k= 1 114 I 4 - I �p I - MOUNT BUCH THA ' D PE L_ I L _I - 1 -' 11 HANGS TRUE. CG�ORD I ATE J `4- ---- Q 11 W/ DRAPE 4 ELECTRICAL. 10 v N -- - -- - - - - -- �'P I r F �_ I ' 1• ,4 '1 \ F _T Imo III � _}� ._.. �,. ._ ill � i � CARPET AT I I ► -THE TER �o i �4 J - °' I !{- • - - - - b T T�4E,4 II �' - - g— I I 1!50 TS l4 N.C.) :� I - , '- , �'� �+lfd� 63 •l v 15a BEAT3 �4 H C.) 1 I i - � STAGE FRON � b Im�t � -1 I�4 . � � .p I 1 � 4 1 • 4 TOP-T'I'P. - _ - I ► ',� I'-11q' ih , i w I _� 1 I i STAG ET AT � � - Q I � I I stac�E TOP 4 rrH Nr I I I aJ�I�!�4I%•+K"yj �0 I _6 I Fj I NII �� IFRONT Ex D e Q _ _ I ---- - - - - EXTEND NEW C; P! t } - _-- Q I 1 --- - G I,N I 9 dD �D F�8 1 T �� TU FIRST RISER IN I i4 I I ' EXIVNG SM-LO55Y - - 1131 I � � F 1 I e �opl� r � 9 9 w I I �� TYP. 6 , a1 �g f ,_ ao bb I OC I Q► W_ -- \ I I I -+ - '"1 AI 11 A -- - � I I II g 4 L - J I 'DB TALK. -� -- - - ---- I - w - 1'-3 I/ P - \ I F T 3 I, }--�� I EG B j a14 STICK-PING W/ FOI - - - �, ; I 1 -n 9 c i 9 I`p --- n' ► I i - `�\/rL �4 r `t, I r I n FACED INSULATI , i I in - - �.- - - v I I �I-,/1 �� !1_ ;p OS �� ---- - I I - �-- PTD. B:-ACK, TYPI Al.- -� . 1 ' _� 1 TYP. �p .� �� I AISLE I , p� �I� AISLE 1 r X T1'P. , I - --STICK-PINS W/ IL -. I aD - f TYP. v ',I! I O!J pi A-' - I a (t'1'P� �= aD aD in I ( 1 FACED NSULATI GYP. BD. 0 I I --� � 1!'jt— I '�- ! \Y i ��} - 1 I I0 ¢ e - 0 1 6 I I -- PTD, BLACK, TYPICAL r CN 3v C. I I DN I i J N N 9 y I STUDS I__ I I©'1, -� - - I1 - - - L J a - - T ' _I• - STAGGER COURSES TO -S TYPICAL H.C. SPACE , ZS 2'-8' x 3'-b' MIN. - toy I G IIZ -- TYPICAL Wr-, SPACE GYP. BD.' + - 4 � I > MATCH BLOCK LENGTHS I I 1 9 ON 312' SIM I I FOR RUNNING BOND AT ! Z'-8' x 3'-b' MIN. 201'-4' 0 C01x1ER CONDITION ` � 9 STUDS - r- Al W •► '1 • '. E.J. -- \ :� , =I _ RODS DRAIN ROOF DRAIN - EXISTING LANDSCAPE ( I I - T� 1 -EXISTING INANDSGAPE 3, I�,_0, ^1 CONN 'GT TO STORM 1 0 CONNECT TO STORM - - - t0 REMAIN- -� 1 _ 65 -10' RE _ k b SEWER-SEE MECH. -- S I ,-Z'-m' I 2'-m'- CH. x SEWER-SEE ME 9 RELOCATE L'EGORATIvE b' ! 1 -- ---- --_.-_-- cn s 2`-�� _- - =-_--- __ 81 4-1 a A� � \ SIM. 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Z 1°14"' • InllnnhNlhININDI1NIhlnhmlDuluNlunlnuhnllN Iluu6ndlN11t111hnllmlhnllnu�1n11un11luhminnlnnhn1�m111ullnldlullflnhu1l1u1iuu�ulanal!!nbnlllnlllnllllulunhlnhulln4111UIUlI�IWIHDIRIII!11111111IUfl�ll11IIIN11111I1W11N1 ` ' 1 I .APRIL 11. 1� 991 r A i0N ff , ADDITION EX16TDiGr EXISTINGADDITION 'E: 14 If <- '�O ✓MST _- •(.�� ( REVISIONS: lCARPET 67 AIRS _ GEY�� `-_=�� - CARPET STAIRS I41151 a A`5 8 61M. — .. ...._ _ 4 i ON y��.�r�✓ GE'L� - - DN skd ,E�V ;rr- wop - -� !" 6'xb' VINYL PADwry AD Ge _�'a epow-n 6'x6' VIi,YL PAD T�PICAL-COORDINATE — 2-� �. !� �� TYPICAL-COORDINATg EXACT L 03CATION W/ OWNED PRIOR TO INSTALLATION - ��I�,;R�Qp•IL.. , I I OWNER PRIOR EXACT ITO NSTAL� TION / I I � — I OPEN TO !'!FLOW OPEN TO BELOW � --- L. --. --- , _� . 17 - Eu V ` p c-t � J PROJ. 2 ,5 P�G :4X. b Z 9 PFtOJ. ` - --- — R AR�a I1 _`� �iUu�✓ :a— , cv y ��A__ ca��— \� I >�oiCxF �✓�R,ANG - I � A r e A7, �I�� ----- 'rYP�IAIRC�uEEro 3'-0' y \ , ;ON.I }�t 11E..E T A�!t � 3 _ 8 ! , ESQ l l r� \- -- .r -4`q _q FTl,A/IG� �P IbD"ILI.I'fNE7 PATCH ALL DISR OTED - O II PATCH ALL DISRUPTED � '�'5A 6g.� I +'1�RU%�v C Rd'rll.D�uNb-� OF::IN T SURFACES TC MATCH �01�4>D �E SURFACES TO MATCH EXISTING FOR U NS16TENT �L�, 0�. EXISTING KIR CONSISTENT 'v -- FINISHED APPEARANCE- , r - FINISHED APPEARANCE- I �`� v E g?I I «d �+. G i .�L E TYPICAL FLOOR, W,,,LL, I I TYPICAL FLOOR WALL, 4 CEILING - TO IK I � 140' To CEILING BELOW 1 �u OPEN TO BELOW --- I /BELOW -- PARTIAL SECTION PROJECTION 500TH _ I - - Q OPEN TO OFLOW ' I PROJ. 2 I1 1�Z'■I -m *)v' \ aroma � - �- \ 1 ----- — 3 3 , THC)N1PSCyrN SEE MARQUEE \ SEE MARQUE: ` /^ `/ n^ p \�4J DET. S1EET o DET. bHEET 9 VAI V ODA « 1 �� / ASSOCIATES ARCHITECTS OPEN en-I 1 1 BELOW BELOW I -_-- -- 1010 SOUTHWEST ELEVENTH I ( �117 -- I � I - - -- -- PORTLAND,EPHONEC(SOl,O20-0bnH Pr op .,�_.. . `` SEE DET. SWEET 9E SEE MARQUEE I 'n ` '✓%% DET. SWEET 9 7 &'-0' 4'- V-0' I x n IdH I ,• 5 A QG•...A�✓:d��a L� rl CtRPEt � TYc"ICAL �/I ! 3 77 1 �✓ 12 .�`J:�+ - - - ' e:J Fes'J'JE I '0C. TH1KLl-OUT 4 '' / I AREAS � TYPO. I �D �Q � 83 OPEN TO BELOW Q- ` T, -- Ol�l, i _ - - OPEN TO OFLOW 20 I MATCH XISTING G �, - -1• 1» . r'8�' I A' \MATCH EXISTING I f I � E �,�j AR'CAI_flD• I ', _ � FLOOR ELEVATION PRC)J. OPEN FLOOR ELEVATION ,,.r,/, CA17-�,1. I �RO� PRCU J� I .I'� AREA 'k c) c 0- 06. 41 gR (vEEG ouolbpm "' t'1. �T, LD -ROOF DRAIN , T== ', / •�'\D �C� ROOF DRAIN TO /t0 - 4 _ r �•I ---- -- - - - - n O - - / 1 Z3 ' n✓ A a� T _ � ION T 1M ` 'fA�' �JQ tN SEE GROUND FLOOR PLAN SE!>c CROWD FLOOR �'L�•�1 NO W'T�,'�, BELOW FOR DIMENSA7N8 OF ALL - FOR D IM INSIONS OF �N_L BE-LOW I FULL HEIG14T WALLS d 1_0 I p TI I i - ''�G� Lx NDINC� 0 1 FULL HEIGHT OALLS I Lu � , I � �.. ,. �E/? �R tip• • I - ? 61M. � Ar'It��O � � I gs�u-+�� 7�. I ;,� � /�• _-- I I. _->'~;=aGE SME � ►�� SIM. �k:D�E � � �Sk:1G, _ - �, a✓rr<b .�' Q�K� -,� X yr>=ojr>�� 'Q� '�/ • , — _I i---� q�j,�L..l .�1.1�C�►GE PJ,lC. � - �j., .20'�."'O' I /may' II I' �/1►,Q'IA IdJ. r -rRE,A(59 ARV EQ_.A,_,yy �I 1 ?REk M'N1M M A II 1 . . .�•. 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E?, 22 IZ 02 61 91 LI 91 SI II,I !1 21 11 01 .6 9 1 9 s b E t 1 d1111NfIII III v i11N.IIIHIIHIIIIIIIIIIIIIIif 1hn1h fiL,11h.'IhI11IIIIII-'-1Ill Ill 111fIIIIIIIIIII+•IIIll IIIIIN1111111if1111111111111111111111111A11111I!if IIll II11111111111111111UIIII111111IIII111111I11II1111111111111::11111111111111'IIWhAIIIIIIIIIIIIIIUIIUIIIIII11111111W111H APRIL 111991 `G,� }A r•' Ex►'V.-.E� �ihC.� � _cb it � � b ��•f'i` RT L. I OMPS�N e) W. .14 cam, L,AW. AL1. cJOINTj '�' n I'G3?lMNl3,C GON --— ------ --- )A UA. GOUN'1 RASHINf� ---- - -,t --) oo '� --- -- EXISTING ADDITION v \ L.,EIx<G12 �, r_ccr: SH � E ZNt DATE..�Ap'��`fi ` -- jam., srizUc,Tur REVISIONS: Arl- LORr�E12S � JO�ry-'S --- ) I SOWN/SPOl1T\y - Et ----� V.S. �Tc.►c�-r Soon-r 110015- C b —_ --- - - - - �3-8' 230_Zf ,• 1 L O 44.5" Po•I1.ITS 6+4,L.V. ---- s ;SIM.) Li ��(Z 56.4)p(' 2 00wNSpDU� ��l � � ,I ICON • • . 2OOP"0P.44 W/Dacx �10gt1114op mooro-1NGi MECH UNIT U.AMP ri; STAINER ��-��.- � 2'-/i"x 2,'.{rl i-C.W? FI.I.>+�-*•Ii1NG } I PL`'W D, ROOF 5H eACTN I N G (�)2x4 �glbp°�N>� T C,' - 13t.?D TB'-D° -i•-r� NOLIL.Ariok t-- 1 Y-�Q4G1'!.J.RI<-tlF EAOC'-Q� 231'-8' 131'-0' 'Qs�ra.AaaQ I-+oti o r2GC:��' �— � G AGE N.7. >, �T P� �,. J� �T�pt� D "K-r�12dFILE OF TREATER \ �'r�Jr MINT' CJ WALL BELOW -- M h � I TSF ON S�p•1,+.rI _ �I — J W - ua "rrap- ezR.NP-R T'ri? - e 64-AZW t -Cx:< WOE ? N4.4- Fat P;9.A P- GHEAD- plzEl ur-ALcrt-R-w �� DG025GN�DUt.aE EG2Pr� C.liR� � I . IZIGIG �SULxiION - - -- �� CONTRACTOR -O FIELD 131'-1' MEG+a �'�:'-�'� �0 /400�NO� VSRPY AND C40ORDINATE RIDGE ` EXISTING ROOF ELEVATIONS-\ 4 PATCH 4 REPAIR MAEXI8TMG-- - -- - - ----- - - TU2o.l_ ROOMrKMATERIALSAT ALL I SEE ST2(JL Y f AREAS OF TRANSITIO►d BETWEEN EXISTMG AND NEW Ur.')W �' I WALKINGSURFACETYPICAL THOMPSON r ire — —o r'; ��N IC•�L, GU2� i �, i VAIVODA &c PROFILE Or THEI.TER ASSOCIATE. EX-190 WALKING Wali E3ELOW 8 ARCHITECTS W*ACE TO CON CT I III I �� AIA WITH EX'`..TING 54-1. a FIRECA1 "AN 5T TZI,,,Cj I 1 i I 1 231'-8 —• -- -- -- — `-- 7:2:3:I'-8' IOU SOLITIMEST ELEVENTH PORTLAND,c1REGON 97705 TELEPH ____..t_ (�.iti1T�) :'•'.�• 1 -- _ _ (• i I I -i--- I I I I j ONF:(50])220-06W PROvIDE ADD' TEIEPHL. �1 I / '/ + % �I r� I I I I I L ALL R-C)OF RI EN r MUM MATERIALS(j I I I 8iC I I AND PIPING SUPPORTS 1- J. n - t vtll�.rTL, < L'D Cibt�� //��' I FROM EXISTING I I I I GOORD. W/ MECH. -- - -- SCREEN BEHIND fi ��\ —� .P C-�*I'� a�4 'rNMIG' �•1 AN7 R II ,—NEW SCREEN L I I I I rzop d cx-�I G ;�-I 6i-R elle G>w / INSUL, AS Pzl 4v, I CRICKET TO SLOPE MEGH I I I ,p� — METAL Fl (PM►.1" —� �R 4-HOUR tZATIr�, �{ Ti2>it�ICo I Ips' PER FOOT T1'T�. UNIT L 20'-0 TNR K•r=�HOU7 AT QETu4`�• �Af.:�. GM u• �-� �� I_�/ �� I �' II 4 I W of I T� �jz I i/21IIHOURW-_L' �CT. LJALd..._. I) EXTEND ROOF T,O,S. L) SCREEN TO EXIST. �- I ROOF SCREEN (� 0�ll� �./ -�-� PAINT T-0 I-w.�►i II --- — --4'/ MOO PANEL. 233'-Ii` 15 14 234'-It iT lr�i2 _ - r njl � II -EXISTING SCREEN U TA.M. a 3 Q .5ES P1.�4ti At — r TO REMAN - AT woor AT col�lra � `•'Vl=1�l�I_C�N '�.-w'-I E�•c C� N ,7 PAN NT�I�I slfr I 2341-21 • �. �` D �L tV/ �-,' _- tea- Qj 3 C, 14ALIC !h[?t R IoR �". a->�. r-r�•�I E- ------- � � I sf:J~ 4VI Ko op MQU AL ---PRE-'�0LO =I-L7 V2' -- gEA ---- T �N GOr�t" EXPA+vGAu✓.SION Jo1N , +4'0-TE:": 1 �{� M-t'L. EtXaE T>r'!M - - - — OF c-;,)EALAN -rvp -r-rn ,e,� PSE" ' - 1. ALL ELEVATIONS TO TOP OF ROOF SHEATHING X P�vN'1"-fo MATCH f1g7 Ln O - 1 - T� GAPFC-7 S65 P3Ni72 f r-V<r'c-- H.Pte'( Lo • � '{1-112EE+-ICS l•�/S�LI. I PL�IIN�-��T IN i — J 1101 O C - - — / WDJZF' F X r //�� -•� TO FWSH W/INT, NORTH / �OOF PL 4N - UJE=aJQ 7 H f''1, 120o Q sV F3 DoorTir JAf"'f@. 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W MON A PORTLAND,0 GON lO 0� 9 ADDITION EXITSING ^ ____-- — - EX15TIWs ADDITION SIM. 2 - - ----- 7fYIE DASHED LINE INDICATES STEP IN CEILING LEVEL .� i \\ -- OImEN --- - -� - t0- , I OPEN TO ABOVE — - 0- -- C7 --- — ❑ --- O -_ I \\� W 1*_O 0 0 o O r_ as ECL - - -- � E 2rG• 223 - — — E 22,'-5' - -{ - - - - - - - - E '?16 8 O OPEN I - PATCH ALL DISRLIPIED TO SURFACES TO MATCH - -- / EXISTING FOR CONSISTENT 0 0 — O \ FAINTED e►fi' TYPE FINISHED APPEARANCE- o - I -- --- --- -_-_- — _-- TYPICAL FLOOR WALL, 'X' GYP. BD. TYP. // ' I t CE I I-.INC ---- y` PAINT GRILLE t0 MATCH OPEN TO ABOVE - ABO - -- -- _. --- ADJACENT CEIILLLING TILE COLOR-\ '� - ---�--- f-- - 0 THO' PSON C4 C14 I OPEN � �� o - — - - ARCHITECTS TO - -- AIA III I - — --- ---It r-i — --- -- ---- -- zAPANUoton 1. T ONIPSONPAINTED M.D.O.ROOF REUSE EXISTING°-r'CR EN TO MATCH STEEL FRAME- - EXISTING ADDITION � blhw Okfl -r EXISTING -� - _ - -- ----- - -- _--- - - 23ts'-5' --- ---- - - - -- - - - - ---- -- -- PROFILE OF ROOF TOP OF ROOF SCREEN- Or o```�V). "14 -- TOP c�F ROC"r SGREE la LINE BEYOND [ _ 234'-4' ) _ _ 234 -4' TOP OF CMU WALL -- TOP OF CMU WALL -- -- PAINTED STEEL / 1, BeAM, - - - - -- - -- -- - --- - - - - -- - - - - - - - � - -- - - - - - - -- - -- - _ .-INSULATED CLASS � SCUPPER AND DOWNSPOUT REVISIONS: - - ----- _-- ---` CURTAIN WALL-GLAZING --- COLOR TO MATCH EXIST. -SEE MECH. DWGS. FOR SIS - --- —- PAINTED CONCRETE TILT- — - - - -- PANELS COLOR by AIRCk PRfOFILE OF EXISTING -- - STEEL CANOPY _ CONNECT DOWN5POUT TO STORM SEWED-TYPICAL I I FIN. FLR EAST LOBBY I0 � I I !! FIN. FLR EAST LOBBY tL -� �-� PROFILE CF EXIT STAIRS .�GGCl.I; !��a'- 91M. L..1-� ` PROFILE OF EXIT --_ FROM THEATER b "!�+-Z1� l�J�"r7►..� -J • ADDITION eX13t iNG STAIR FROM THEATER 8 NO T V,4T i oN - �sT 1 T I ON sol�TH ELEVATION - A*5T ADDITION 0- a EXISTING ADDITION I 9 ,---FUSE EXISTING PAINTED MDA ROOF A� STEEL FRAME SCREEN TO MATCH ADDITION EXISTING EXIS1'ING 9 I 238'-5' PAINTED STEEL _ 238_'-5' I4 TOP OF ROOF SCREEN I PROFILE OF ROOF BEYOND ---- - --- ---------- - TOP OF ROOF SCREENI _ 234'-4' _ it �� 234'-4' - _ TOP OF CMU WALL TOP OF CMU WALL - - -� - --- - -- -- ---- - -- - - - ---- INSULATED GLAD - -- - -` ----- - - - - CURTAIN WALL-GLAZING1111 SCUPPER AND DOUNSPOUT -- - -SEE MEGH. DWGS. FOR \ COLOR TO MATCH EXIST.-�_� -- --- --- - ` SIZE -- PANTED CONCRETE TILT-UP - --- �- - - PANELS - CO OR BY ARCH. 19 - -- - -- REMOVE EXISTING STEEL 1 l - PLATE TUBE SECTIONS -� - -- -- 0 LCIUIER PORTION OF 6 = - NOTE: ALL EXTERIOR MATERIAL _ _ _ - -- -- FRAM-REPAIR AND _— GRIND SMOOTH SURFACE FINISHES TO MATCH EXISTING ---T - ---- ---, of rueE STEEL uPRIG+-+r - II I I o II WELDADDITIONAL T.S. ....... .;... ........ ....:.. . ...........�.:.::•.;,`_.. -- � 4xb TO UPRIGHTSO -- - VERTICALS TO PROVIDE Il I .\ ADDITIONAL LENGTH AS II { REQUIRED-SEE STRUCTURAL. ;...: :.: :::.::::. ::'.::..::.::::.::. ::..,:. -- --- Pw Iq:Z, H&w wr�T cvr )'JR BASE PLATE AND -HOMPSON . — — I{ — —ice+'-Io ra7nNc-rCONNECT ION — VAIVOUA & �x-4r; � 4 r-+T �idx.-Ma"tGN Ews?�riC� ASSOCIATES VAT I ON- LJE sT ,4D D I T I ON NO SCALE0 � : -- ARCHITECTS IA HfTECTS ;,;pR< �GGJR;3 sOUT1-IL �'�4TION- 11sT ADDITION '�,'.1'-m' 1010 SOUTHWEST 3 - -- �~` A �"� PORTLAND,OREGON ELEVENTH 205 I © TELEPHONE:(503)220-0668 (2 2.1 S e00r- SG,,00EQ 1 -EXISTING ROOF 1 �,e I/ Q ✓, I SCREEN BEYOND 238'-:' WALL ELE�,r�r1aN LEGE�',� ---- ----T------- -- -.__ . -- - -- r TOP OF ROOF Sc;RE`:N 234'••4' --- - - - - - - - PREGLAZED CM.U.-COLOR 'A' BY ARCHITECT -- - _ TOP OF CMU WALL - - CsL D CM.U.-COLOR 8 t3Y ARCHITECT �;;�; • - _ - - - _- --- -- PRE A� � , :......... ... ........ _ - ---- SPLITFACE CMI.! :., - _ - - NONE BLOCK :. . - EXISTING - -- --- - - BUILDING D y -- 29 BEYOND /-i - - - SEE AND DR iEN310N8-ADDI t'ION ,,,,.,�•�.�„':.,,,;, 5 FOR CMIJ COURSING E� --- - - -_ - aaTO MATCH EXISTING, O ) PROFILE OF EXIT STAIR--- - I I FROM THEATER '1 Q 4.1 2.1 2 E 45T ELEVATION ApV �•✓. ( c LLJ r i . ............. J TOIL' OF ROOF SCREEN ---- -- ,,. - cl- --PAINTED It/:-' CD, STEEL I 4 61m, RAILING SET IN SLEEVES - 1234'-4' - 1 s -= - - IN CONC, TOP OP Cmu WALL IUWLI CONCRETE SLAB ON - `-- C.OMf'ACTED GRANULAR UULI - - --- _ - - ! I n f FILL ..:"•:'::•;:,:., - __- - - - - - - --� - L) , RETURN HAND- LJ -- - u a r. ---- - -- - -.__ ___ - - - - -- _ V \ RAIL TO WALL \ - --=-_ -- --- - --- - - -- �/ EXPANSION \ L / MATERIAL 03 No$1NG RE INF.- eD _ - ..::::•- - - _� - _ - - - -- �TRASH ENCLOSURE !.BEYOND •d 6TRINGER REINF, / - SLOPE SLAB TO I _ -_ _ -- - _ 1 DRAIN 0 CENTER _ - r --- --_ • 12 O.C. EA. yAY -- i - NtrrE: 4Q SEI? CONT '/ARI I=g A'�A 4 J.1mLL5 1 - --�' o,''Q'JG G g/3/1A Ifd �SERs A- _"EKT W_8 IGAL STAIR WELL U� sT 1_ �a, rION �F'hIIT NO. 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O �3 z `i•9,L/�G n �� PJQ - -- - - -- - - - o �vi Z Q FI F.✓M i?'-11' Ex OTING) UMN 32'-0' FAM n cr FA31. - - - - - --- Q urno '1'-*I/?' ?I'-O' 21'-O' (EXISTING) > n a wALL TYP! (ALT.TYPE ) � DATE: A10R69 0 a ----- _ I'JALL TYPE IL=:�-- - i � REVIS ONS: � r WAIL TYPE L ALTERNATE MASONRY TYPE 3-4' 3-�' EXIT FND DRAIN TO STORM p 20�d' DRAIN, PROVIDE DACAGFLOW PRE VENTER Qi EXISTING 10' 0' �1'--4./' a 2 1--- - — - 1'-4- VERIFY t- ---------- ----I I p. ----- C/ LITYP ___� XItRdDDRAMTCBTORl'I3 , RAIN. PROVIDE BA XFLOW ��✓c ------ - - 8•? I i 202'_8' i i b' x I?'FTG W/Z g (PREVENTER --- 4TOF Imo'-ZI TOP AND BOTT--- i6-? AT GRIDF 8T---------- -------- ----- - ------------- --- - - 1 - ----- -- --- - - -- ----- -VEIRIF -- -- ----- ---- - - --- /---- I _ / , 'I- LL . I DRILL 4 AND EI0OXY GROUT I TOF , , 198'-? I 1••0' DRILL 4 AND EPDXY GROUT I _ - -- - --- - ---' , DOWELS INTO 1:X18TINLb FTG DOWELS INTO EXISTING FTG ' - POUR 1 r TO MATGN NEIL FTG REINF. -- - -- - -- - -- 1 I --- ' 1 r STRIP A8 REQ'D -- ' 1 LAP 24' MIN. TO MATCH NEW FTG REINF. TOF ---JJJ I I 1 (V 1 Z'-6' X 12'FTG W/ I I I -LAP 24' MIN. - I 1 I I (2)4b TOP 4 BOTT ' -- ------ ' I I L____-.. __ J ' POUR STRIP ' 1 cv rh'P AT GRID �r--- ------• I �- 1 ----- -- --3 A8 REQ'D CONTROL JOINT i IL CONT, THRU POI1R , STRIP - TYPICAL 1 - II BEEF BUPP'ORT 1'-O' PIPE SUPPORT 1 ry� � _� , I SEE011 -23 N ; 14 e Z COLUMN AND FOOTING S4EDULE GOLFTGI I I 0 THEATER (-,OLUMN BASE PL FOOTING REINFORCING NOTES I^ , r�1 THEATER II I l �' i i ; `d'� II' 'II - i U T.6.1'X 1'X 1/4' 3/4'X I'-I'X 1'-1' 6'-O'X i'-O'X Ib' !6)%EA WAY 1 i � 1 � _ T.G.1'X 1'X 6/161 3/4'X I'-I'X 1'-1' 6'-O' X 61-01 X *1 1 !6)�S EA WAr I T.G.6'X 6'X SAA' 3/4' X 12' X 12' V-6'X V-6' X 16' UNREIF. Ili % - 14 U N (V " 1 I O T.6 6' x i1 X 3/16' 3/4'X a,x 12' � 1 3'-b JL 3-6 X16 UNREIF. L6.b' >'S'X 3A6' 3/4'x it, X II' 3'-6'X V-6' X 16' UNREIF. I , I 1 Oi T.S.3'X 3'X 1/4' 3/4'X 3 1/4'X 9' 2'-b' X b'-0' 12' (3)"S LONGIT -- -- --BEE I Tb.6' X 3' X 3/161 3/4' X 3'X 12' EXISTING - - _-- --- - SEEps 21 ��' Tb.6' X 3'x 3/161 3/4' x 3' X 12' EXI6T0 Ks -- `--`—-- SEE i I ' 1 ' 9 , , TOP _ 6-2 0 r _ _ i' 6 O (2)S'DIA STD PIPE SEE SEE ', -- +i fY r- - N 62 I I I I Tb.3' X 3'X 3/16' V1'X 9' x 9' 2'-6'X 21-6'X 16' 2 4I I I O I I , - O I 1 I U I T(��) I I I , ( I I I 0 I TOF Ip I I 1 12 I L! yp _Lj200-0 0) 22 1 , 6.2 I I Td' I I I 11 4' CONCRETE 8 I I I O 6-2 ' I " I ' I 1 I 1 I I 1 I I LAD W/•4 AT 48' O.G. 1 I_ ' --- ---- ----- v' ON 2' SAND OVER VAPOR BARRIER L__ i 14 ___.-----..---_ �_--.-_ i '- -- J i 4']SAND OVER VAW1 04 POR T 46'ER' `t _ ------- ----- -- ON 6' COMPACTED CRUSHED ROCK I ' I 1 I ' I i i p ON 6' COMPACTED CRUSHED ROCK 1 r - DESIGN BOIL PRESSURE 2000 PBF7 I SEE SOILS INVESTIGATION BY RITTENHOUSE - ZEMEN AND A660CIATES GATED DEC. 20,1968 I I 1 I I I I 1 THE I0 H a I 16 , 1 -- w I I I I , a TOF THEATER min S-4 6-2 BEE 6'2 1 O1 I , I c1 I 1 I I n, —-- FOR AT WALL 15 BRACING (2 LOCATICNIS -) EACH SIDE) ? e-2 M (q ; a a o THO/MrP,S^O�N I b' i i 3/4• 1 10 Ir!' i 1 - ---- w \ �_ --- _ EXISTING DUI:..DING �_ ---e� i i 10 I/2` I b 3/4L" I 0 i O V OVA! & Ol _____ _ _ Vi�l --- _- `--y — -- --- - ASSOCIATES I , SEE ARCH.DRAWINGS I , a' °-2 ' ; O -� _ - I ' " ARCf--�,JTECTS FOR SECTIONS AT ALL 1 , 81 I '� EXTERIOR STAIRS AIA A. n I LINE OF \ % LINE OF - 0 SOUTHWEST ELEVENTH OIRTLAND OREGON 97205 I \ TELEPHONE:15031220.066! �, i EXISTING EXI6TMG i = ry 8 ry �`TOF i I GONG. 6 - `r F__ BLAB �_ SLAB TOF -- — I 9 e-2 , N r N 1 A In i i I i _I cv -- 1 N _ 1, 10F 0--- - ---- I r-i---- I I THICKEN SLAB THICKEN SLAB ' 12' TO TOP OF ... 1 I 204'_0• - J 2- 04 x4-:10A A 8-2 FTG TO ?- V,. 4'-VAT Q Q ' � I FOR TSS LLOCA ION- -_ - ' i -- - CORNERS W/O iI rn I �/ TOF O CORNERS W/O U IL FOR Tb. FRAME I O 200-8) O GJ.'6 - TYP SEE ARCF4.- SEE bSE ARCH.- SEE (y i TOF I GJ.'S TYP 1 DTL'6 25 AND071.* Zb AND 2 -2 _ 6-2 / x Zb/S-2 26/6 2 ' I I 6-2 I 1 1 THEATER �c i -- ---- -------- ---r - -- 6 _ 1 THEATER_ -- - THE 9 6 3/4' Ip IT i fill r--------Q--- ---6 -------i ? X11 'y , 6 3/4' i -1 i -, I I a i q a Imo_ ` �; WALL SCHEDULE � e I , �.�-6_ N I I 1 u tl , I-b TYPE REMARKS j 1 11.11. " i EA f J 10 0 ttl t4 110 i i i i SEE 1 I , I 11 , DTL�62 i"J I i I I � 01 i I I I , A 1 Irl CONCRETE PANELS W /•5 1 1 , e Li ti AT 12'O.G.EACH WAY. SEE rb-2. FOR - ' J1 w N ' ' I I ELEVATION AT WALL I I ' ' ly `9 1+1 , I b I I ' , , -- _ _- ----.------ BRACING!2 LOCATIONS j 1 q 19 i i p EACH SIDE) 62_/1 IL N (V I I M 1 I Q 6' CM WALL W./•b AT 46' O.C. i i i 1F r I B AT Q OF WALL. AND (2)64 AT I I 1 `- , 13 i i i -ry i i 48' O.G. HORIZ. - GROUT SOLID i i I i , J G J. G,J. 191'_0' Q 6 ------ 1 �6- T- .� �'�' MI2 I I 1 I I 8' GMU ,I)ALL W/•b AT 24' O.G. .-,. ' , ' ' � �'^ ••r EA FACE VERTICAL AND l2) 4 ' I I I I '� I , zC-, SEE f-� 1 , � I I I-, � Mr (h I I I TOF AT 4E' O.G. HORIZ. - GROUT 601.ID S-2 A \ I I ' f e ' I - f I •2 I T�€ 8 ------- I - - _ 111 _ -__ - -___---' I I I I I .� - -- -------- --- -- -- - ---------------- ------------1 , - , --- -- -1 8' cm WALL W/•5 AT 32' O.G. , � I y -- ------------- ----~------- -� - -- - - � -- --- - -�--- LL � � - EA FAGS VERTICAL AND l?)•4 SEE 2) FTC. I •r-0 — I I �--- . ' I I I'-4' X I?'FTG 6-2 I'-4' X 12 FTG<- - ' ' 1`)81-2' 24 - . I 206'-8 1 14 , AT 46' O.C. HORIZ- - GROUT SOLID ' ' --�► Lu L- 1(1 105'-4 204'-6' 204'-8 TOF I 6-2 W�-°b BOTTOM TOPV- 9_2 % 2'-0' Y. 12'FTG W/2- -- -- O I WR-'b BOTTOM 1 I 1 tOF TOF , , ' ' I AT EXIT LOBBY - ' ' � 4b DOTT TYP = 206-6 I / ' -- -- __ AT EXIT LOBBY I 4 1 �---------- I ""- I I I 1 y 2'-0 X 11 FTG W/7- TOP I/ I I I I I3 201 -4 V , 12' GR D6 Z AND I FTG S F 9 TOF I i \ ' CL 202'-8' I9_beb' i I-; 6142 dl 62 ob BOTT TYP „41 9/ 9l i �, - T TG , O I iy GRIDS AND 210'-0' SEE \ c 204'-6' -- TYPI�61 c '--I Q'I , SEE ARCH. DRAWINGS ' - I _ __ I FOR bEGTIONIS AT ALL ___ _ - I EXTERIOR STAIRS x OA. FOUNDATION NOTES. rt t&--_4 ---��2i b' GMU AT EXITit 2 OJa. 4 b-4I.) �-INDIGArES ELEVaTION OF TOE'OF GLAD. I'-I 6-2 202'-6' 2.) /K-INDICATES ELEVATION OF TOP OF FOOTING. 198'-8' �1 I 'i r I 2 eD TOF S` TOF EXISTING 3J GJ. - INDICATES CONTROL JOINT. SEE DTL. 6/82. ) EXISTING y _ ' I� / I i VERIFY 4.) ALL INTERIOR STUD DEA11l WALLS TO BE 3 5/8' X 18 GA. \ �Y 201'•0 i i MTL. 13TUDS 0 Ib' O.G.MINIMUM. ( ANGELES 18 HDA 356 OR EQUAL, _�a _ 9' 10 1/4'- - �I Tr)F I I S- 3.44 IN3, 1- .624 IN.4) PROVIDE MIN 5/8' GYP. BD.ONE SIDE,ALL i TY� TYP EDGES BLOCKED,W/ 1 3/4' k II GA. DIAMM. D PT.GALV. SCREWS • TOF I ' 1'O.G.ALL SUPPc)RT'6. PROVIDE BRIDGING AT 4'-m' O.C. AT ALL WAI_L6 OVER 6'-0' NIGH. l BRIDGING NOT REQ'D. IF SHEATHING APPLIED EA BIDE OF WALL. i I Ip'-8' WALL TYPE D INDICATES LOCATION AND DIRECTICUN OF FLOW OF WALL TYPE - WALL TYPE WALL TYPE i I RIGID PVC SLAB AND FOOTING DRAIN SEE: DTLS. 11/62 AND 18/82. uj - ---- - - - - -- - - --- - --- - Fw 704 0�:) OE ^7 NOWW I�OUNDA TION PLAN - EAST NOWN (DEQqNDjk TION PL.�IN - IUEST- 3/10/1989 - 13.30 3/16/1969 - 11,8 No. 891.'v.t 3122ASM - 12:1.3 4/4/1969 - 10.3 11 OF -- 4/10/196'9 - 9,14 2-7 4/13/1989 - II,b2 n,ti I ____ , _. _._,............._-._,c..,,..,--� �I 1 I 1 1'I 111 I I I I I I 1 1 I I(I I I I I I'11 I 1 I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I I I I I I I I I I tl 11 I 1 I 1 I I I I I 1 I I I I 111 I I I I III 1 I 1 I I I I(f((�I I 1 I I(I 11 I 1 I I I 1 I I 1 I I 1 I 1 I 1 I 1 1 1 1 1 1 1 1 1 I I I I 1 C 1 I I I 1 1 I I 11► I I I 11�" '_ . _. ..._-` ._ --___.__......_,,,-,_.,. __.-..—_-.._...._.-._.. I I I ( 1 I I I 1 1 I I I I � I I I I 1 1 I I I '� �"�""---•.•----- 1 NOTE; IF THIS MICROFILMED ( 2 `� 4 5— s 7 — 8 —_ 9 11Q I I —------ DRAWING �� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORMINAI ` DRAW[NO' OE 62 92 12 92 S2 42 EZ 22 12 OZ 61 o1 LI 91 SI 41 EI 21 11 GI 6 •- ! 0 S b £ 2 1"•"" ,nI�11NI1HIIunI1ln�OuhH1IUnIHN�1IIIlIIl1II11111HI�I1I111111I111111u1I►ullnlll111111IIlIIlUI1111IIIIlII!'IIt1IIIIIIIIIIIIIIIIIIIIIIIIIIII1111�1111I1IIIIIIIIIIIIIIIIIIINI�IIIfIIlilI1111IIIII�IIIIIIIIlIp1llllul1111I111111111IIIIlI1111Il9Hllillllllllilll1111!I1111IIIIIIu11IIWIUI► r APRIL 11 1991 t�2If.. z 1 p� LOCATE CONNECTION A7 MID-HEIGHT AND .'-0' BELOW / PRE CAST C�C)NCRETE TILT LP WALL - - 0 j cr GINS rnOF(` ' i TOP OF NAMING, BOTTOM TOP OF FRAMIN3 (2 GOPwEGTION6 PER PANEL JOfNT) GONG PANEL ( O i c`�'�d482 +O OF PLYWOOp ,1 44 DOWELS X 0'-4' I-- I / Ex18rlrx; NEW GONG.PANELS OR ��• a� �+ 8482 ------ --- - AT 4' 0' O G. .�-- +• / _ - I NIEUI 5LAB CONG. BLOCK j Y> '6 Z BUTTERFLY CONNECTION: 1/4: PLATE f --_- �- O 3 �OA[GON OR USE I/2 DIA THREADED ROD x 2 0' M LOOP NSt_RT OF FLUSH SHELL L1 Adr" _ _ r- x 0'•3' X 0'-8'WITH 1/4' SLOT AND Irl' TYPICAL POUR JOINT (PJ)SIMILAR _._---_--- _._--.- - 'i] ✓ 0 �o - r-2 64 CONTINUOUS AROUND ---- Z 9, DIA CE14TER HOLE. BEND TOP AND TO GOLD CONTROL. JOM1' EXCEPT RUN 0 Q N < 1 PERIMETER OF PANEL BOTTOM LEGE 1.1 OPPOSING LIRECTIONB REIrFORGNG THIlOIIGH .TONT ' , �' ( �' � Q �O, TO FILL JOINT � o. va AT CrJNC > n TYPICAL PANEL REiNFORGING I - ) -- - l - -� ° {u yr I/2' X I?' 8NIUOTH WALLS I EXI8TINIG SLAB 0'�AND . l+ DOWELL L' 2'-0' 95 AT I'-0' O.G.EACH WAY w_--- 4 STEM W TIIka 0 ON CENTER = 1 _ VELD EACH LECi --- 7 9 / BATE: /v-Is�' TWO GONNEGTIONB FOR,. .GH 3 16 4' j DO NOT O'vERHE 4T " - i'1 {{.� C� 1�� // SIDE OF: PANELS AT MID Awl s I,� x ? Irl' x .6' Wi H I F . . _ — ., • f `EXTEND AND !'JEND'NTO L.;D -0, DRILL 5/8' DIA x Cc'-4' �• \\ 1' �� I<Z1�V�S REVISION - � 3 IN EXIST. STEM -- - 1 / HEIGHT AND I'-V' BELOW - 2- L2' PIA. x I-6 NELSON I COMPACTED BACKFILL AT EACH TOP OF F-RAMINCa _-,. O v° cw WALL FOR DOWELL , INTERIOR FADE DEFORMED ANCHOR BARB DENT u n, SIDE OF WAIL USE CRUSHED do_ G� (POURED UP) OVER 04 x 4'-0' VERTICAL. �p:w c� ROCK INSIDE -MATCH FOOTIWs REI oRGING -- -- -- --- �_`� , p 0 ` p a PANEL REINFORCING AT E S.2) WITH MS TIES BY 2'-! E`--/ b:U f_— SHIM PANELS AT W-0' O.G.MAXIMUM pp • v • G2 2 L (MINIMUM THREE SHIMS PER PA:�L)AND :1J 0p V �-2 46 RILL HEIGHT AT EACH p oc csGROUT WITHIN 24 HOURS OF SETTING r y • • 0:(J �! 61DE OF OPENINGS UNL.E68 PANEL PANEL WITH 3/4' OF GROUT p �— FOOTING 81ZE AND OTHERWISE NZ77ED ON PLA3L 1 Q` , 0.�� `, + �• • ,' PLAN REINFORCING AT FOUNDATION 1 --- 1 I' GLR 3/4' BACK.UP ROD. 150% - _ _ -- ` EXTERIOR F..U�- -- - -- JOINT WIDTH, At FOUND-.PION PLAN FOOTING `% 'E AND REINFOR("IIHCi - 2 5 AT TOP AND 50TTOM 3/4' GHAMF£R AT ALL -- F=ILL JOINT WITH SEALANT I OFF FOOTING DRAIN OF ALL OPENINGS. EXTEND EXPOSED FANEL EDGER FOOTINIG DRAIN SEE PLAN / Il 2'-0' BEYOND ENDS OF OPNG. SEE 11 �S-2 (HOOK END IF CANNOT EXTEND 6-2� FULL 2' S NEW SLAB AT E>CISTING h FOOTING STEP � SLAk3 EDGE AT DOOR OPENING . 2 TYPICAL PANEL JOINT 3 SLAB AT WALL i POUR JOINT -, I' • 1'-0' g_2 1' • I'.0• 3 4 - FINISH FLOOR N.T.S. G G-60iFE I' 1'-0' - 62 62 S-2 G-806FD 11/7' i'-0 `J- 11 Vs' - - COL. 4 FTG. _�_ -- -x-- - -- SEE FOR ADD'L. IN10. •WALL e-2 -_� - --- —_-- SEE SCHEDULE FOR GRID SIZE 1 (7 / ' T-�IGK) - BEARING PLATE WITH 4- 3/4' DIA -.C,CNGRETL' BLOCK WALL O I IWLUMN TYPICAL TILT UP PANEL e 3nbl DRILLED ANCHOR BOLTS (P4RABOLT6 / BLOCK OUT GLAD AS REQUIRED. I/4' • 1'-0' -2 -� -s-- OR EQUAL) �� METAL STUDS - I I FILL W/GONG. AFTER COLUMN T8 COLUMN - SEE PLAID SEE PLAN I I / 16 ERECTED 1w C CONCRETE PANEL I I `- -- - BLOCK OUT 8LA5 FOtt COLUMN 3/4 / + SCHEDULE VERT IFOR SIZE AND SPACING TYPICAL REINFORL;IWi - 1/6' < t 112' ` '_ASTIG STRIP FiL.L. AFTER COLUMN IS PLACED. C' �/ DEPTH SE 1'i TW GUIDE ,� _ __- ® PRc7vIDE 301b t5UILDINIG PAPER I I • o d' l I /AT COL. AND TOOL JOINT METAL TRACK W/ 1/8' DIA Q$ TYP BOND 5M - -- - - POWER DRIVEN ANGFIORB � 1 I �I CREINF. CONT �7 AT 24' 0.C•. I/4 I ( \ i I I I > _ _ -- �RASE IP PER SCHEDULE 1 1/2' - \ CJNT.FTG. DEYC'ID I I W/(2)-3/4' DIA ANCHOR DOLTS 1 NOTE it CONT.RE INF. THFV/,I_4 vo PRvvIDE TWO GC�NEGTIONS- i4 E SPREAD FOOTING[ 'STOP REINFORCING 0'-3' CLEAR � � �„ , � + . , _ I OF JOINT 6660 d ONE AT MID HEIG04T OF PANEL + + . B F-- d':V C AND CNJE AT I'-0' BELOW I I • ii---- -tw IS - • • IIT CONTROL JOINT (C-J-) .•. � � _TOP OF FRAMING - I •dPd�,. ,�,:$._.- -� • `-_-__ , \ L _ - J FOOTING SIZE AND REINFORCING er - 3/4'x I Irl'KEY. 'OP • ' --- FOOTING SIZE AND SHOUTS AT FOUNDATION PLAN I/8' RADIUS TOOLED EDGEr AND BOTTOM . '0P 'rl' • REINFORCING AT L : b'x 3/8'x I'-0' W.1()/-3/4' DIA I'�O' FOUNDATION PLAY o, • • • • M I'-0' MAX LOCATE EX, �119iON DOLTS E�..:N LEG JOINT AT MID 6LA5 DEPTH AT GAGE --- 11 COLUMNIFOOTING AT PERII�mTER 12 CTION MASONRY REINF. W ��>r y 9 PANEL CONNECTION AT MASONRY 1G� INTERIOR SEARING WALL , TIGGIN/6 62FC '•I'-©' •1 0, 8 INFERIOR COLUMN AT FOOTING 5_2 TIGCIN/0"2FK I'.I'-0' S_2 TIGGIN/6552FA I ■I'-m Cj-L S-2 tzLAN VIEW GOLD CONTROL JOINT (CJ.) PROVIDE •5 AT 16' O.G. EA MA60NRY WALL - REINFORCEMENT _ FMfSKP 5' "TIN. FACE TO 4'-0' ABOVE PER SQ IEDULE - SEE ARCH. DWGB. GRID FIN16W FLOOR FOR COURSING —TA.WINDOW SUPPORT i COL•\ 1/2' X 1'-0' SMOOTH GREASED 1/8' RADIUS TOOLED EDGE" DOUEEL GRIND TAPER EACH 3 6 � FAGS OF �E� Ir4, T"- EXIST. CMU BASE PLATE W/?- 3/4' DIA KWIK-DOLTS TO �4 DOWEL AT 48' O.G., EXISTING FTG 6 STIFF le ' X END <'a'14`.14' -- THC)h1F'SON I rl - GUT EXIST. crnl I 306' VAIVODA & 2 GLR_ 104 WALL SACK 8' I 'TRU-BOLT' TO rMA80NPY - LOCATE 9 • r8' O.G. 1 • EA. END `- -._� 5LA6 REINFGt^aCING PER PLAN � SSOCIATES DOIlELLEP JOINT IIJSTRUGTIONS: 2' GLR 16' CMU - SEE BGHEDUI_E - - --- GO_ F.UM. C ARCHITECTS 2"QI - OOWELS ARE TO BE SAWN OR IF SHEARED GRIND -l-�- AIA FNDA TO REMOVE C)EFORMITIES r.; /4 DOWEL x 0-bl 2- 3/4' Gi•.KWIK DOLTS / + +• . •46' O.G. Y,6. COL, 4 BASE / TO EXIST.FTG. I • � � 1010 SOUTHWEST ELEVENTH 2 - GAREPJLLY REALIGN 15AR8 AFTER 'ROU,ELING SLAB / / / / R PER SCHED. PORTLAND,OREGON 97205 TO INSURE BAR IS PERPENDICULAR TO JOINT /� .�� / �� Qv C 2,-0, 1 C TFI FNIONF SO 22n-0668 HORIZONTALLY AND VERTICALLY \�\ \\�\ \\�\\�\ C�� 04 DOWEL x 0'-6' r - LNE OF EXIST. I - 3 - GREASE ONE END OF DAR _ AT 32' O.G. y FTG TO REMAIN COLD DOWELLED CONTROL JOINT l2>-3 CONT •��•- / /DOWBL TO MATCH • �NEW T.S.COLUMN TIGH'' TO WALL ALL GUNIBTFQLGTION JOINTS TO / ' • / VERT.REIN, NEW EXIST. C-hR2 TO L NE OF BE COLD CONTROL JOINTS = Up NOTE: / REMAIN FOOTING TO TREMAIN W 73 WHEN FIN.FLOOR TO EXT.FIN.GRADE pd FTG. SIZE 4 REI-f. WW DIMEN6ION EXCEEDS 3'-0',SHORE WALL , • + N PER FDN F"-AN - J.• 0. WHILE DACKFILLNG Q • WALL INC MASONRY �1 TYPICAL CONTROL JOINTS 1-- k . -- �. -m' 3' G1 R FOOTNG 61ZE AND REINFORCING --- `� G FOOTING DRAIN / 8HOWN AT!-OUNPATION PLAN 3' GLR SEE 11/62 bEE PLAN Fc1c r NG DRAIN-1 samol 13 BLAS AT OUTSIDE WALL SEE 11/62 14 T 15PLAN rpTL AT COL BAsp I. FILTEF FABRIC TO DE NON-WOVEN GECTEXTILE (F15ERTEX 200, OR EQUAL). TIGGM/8687Fd I•■I'-0' J_2 TIGGIN/6552FH I'■I'-0' CJ_2 TIGCN/8552FJ 1'•1'-0 1� COLUMN BASE DETAIL �f I SPECIFICATIONS IEEE TEXT)F 2. COMPACT BACKFILL TO STRUCTURAL FILL BACKFILL WILL SUPPORT PAVEMENTS,BLABS OR OTHER STRU:•TURAL LOADS. TAMP 5ACKFILL AND SEAL. THE BACKFILL SURFACE WITH /,6' ZONE OF IMPERVIOUS SOIL IF ONLY LANDE,GAPNG WILL OCCUR AT THE BACKFILL / GONG GLAD SURFACE I t -ND INTO 03 N061N0 BAR TYP SLAB RE S LAD ALL GRANUI AR 5ACKFILL 18 RECOMMENDED FOR 6UPP'OR' OF SLAW, -,V EACH TREAD / �COLUMN AND WALL STAGE WALL PAVEMENTS,ETC. + _ ,�� _ ,.�-BAND LAY PERFORATED DRAIN PIPE C)N MINIMUM 0B%GRADIENT,WIDENING __-- .. � r ' + + . , • n A. . - VAPOR BARRIER • � �./ EXCAVATION AS REQUIRED. MAINTAIN PIPE A5OVE 2:1 SLOPE, AS 6H71LN -- ---- -- cu • 00 • 0 " 4 BASE ROCK ---- ---- --- A4 AT 46' O.G. (j vv '0 8 I SEE ARc:F11TEGTURAL FOR 5. DRAIN GRAVEL TO BE 3/4' - 1 Irl' GLEAN, WASHED GRAVEL. :Q II °� I d��'O w I� ALL STAIR DIhIEA1GICNG X-�� \ RADIUS- p ---- • w f r r --_�.- IU6 1, op Op'' . pppCti► --- SEE FND PLAN 1U LANDSCAPING SOIL, A8 RfGx11REp — — 0 .V b'•CV i .'d`:V ♦ FOR FLOOR ELEV. SLAB IRS". BEND �. pp�� n LNDEROLAD AT U6' O.G. + ; UP INFO STAGE WALL DRAINAGE ZONE • �\J. �poa+ ` / Q V + + :•7 _�_ -GOMPACTE p TTP ELAS I!F INF SUBGRADE \ Rs4DIUG 0`rj • v + . 7 • . 44 ,AT 12 O.G. --- - / �. EACH WAY AT ' + 6' SEAL OF COMPACTED NATIVE CLAY SILT./ • 0 �C - �FILT'ER FABRIC .y STAIRS � _- N LAN!�BCAPE AREAS ONL USE GR.VIULAR AO C5o '�' --- - / x SOIL. BENEATH PAVEMENTS,WALKS,SLA58.ETC. . •4 GOVT TOP AND BOTTOM 6' RADIUS � � '4' DIA RIGID PERFO}kAT'ED FILTER FABRIC Pvr_ PIPE DRAIN ROCK . ,• n�I o A�b' -v-m'— '4+ 6' DIA. PERFORATED DRAM PIPE-�- �+`� MIN 1 ' (RIGID PVC)ENCASED IN b' MINIMUM DRAIN ROCK AND GEOTEXTILEFILTERFADRG I`` �'i ' / 7-� 1 SCHEMATIC - DO NOT SCALE ,� UNDER BLAS DRAIN 19 STAIR SECTION 2� SECTION AT SLAB STEP 21 SECTION AT STAGE x i I' I'-0 S_2 Gam' _2 1'•1'-0' S-2 I'■1_0, X S-2 TIGGM/856?FG I'.I'-?" (n > 1� r-OOTING DRAIN DETAIL _ 306' TOP F! X 2' X 4' Wr1- TIGCIN/6552Fp I'■I'-0' - BGIIQEt118 TO TRAC-K / GM.U.WALL LINE OF EXISTNG w I �r' FOOTING ----- -- - GEE ARCH. , r - SEE ARCH ---- \ -- NOTE I ' 3/4' BRs x I0' I -EitISTNG CMU WALL I LOCATE PIPE BRACF -- -" - METAL STUDS - I i i --Tb. COL PER BG1•IEDULE ^ i i i -,- �-,- � X '•2' AS AHDUIN ON PLAN SEE PLAN ' ' -` --- - 3/16 Lam`- i i -' W/ 2•• 314' DI KWIK BOLTS LINE OF NEW FTG I --- - � � u 1 Irl' DIA STD PIPE IN SLEEVE w f / 3/8' GAP i Tb. COLUMN PER / full + ' ' ' I / 2 � I SCHEDULE 71GHT TO WALL RADIU9 � ' • ___ 11 b!t<"s fEW/ ?- 3.14' T.B.FRAME SEE ARCH. ' 2' DIA STD PIPE SLEEVE EXTEND VER?' REINF. 18' TTT DIA KWIK DOLT'S / AND 5END INTO SLAB I ' EMBED IN SLAB ' ' I - - --_ ' THIGI�EN SLAP TO TCN° TO EXISTING FTG ` �'�SIZE AND SPACING OF VERT. REINF PER SCHEDULE OF F+,OTING THIS I EXCAVATE BELOW - _- _ EXISTING FtG AND • I I ' r . . I � � o rs i i i i � � r I COLUMN AND FTG I FOUR NEW FTG. . h•i .., v Da tw - i 1 PER SCHEDULE b:a J1 FTG DEPTH NOTED AT or i i it + •`� C{o rr. � o ' vo � � � SCHEDULE TG DE p MEASURED FM-,"BCTTOt 1 ate' I OF EXISTNG FTG. q 'T� • NOTE; /4 -FOOTING SIZE AND • or ' RFINFO;'GING AT FOUNDATION I PROVIDE cow PER t-jL � I PLAN AT 8'-0' O.G.FULL HT / 1 - OF COL THIS LOCATION ' I FOOTING DRAIN2 -- £ Il F' r�rl T NO. e91' 91 23 INTERIOR SEARING WALL 24 SECTION AT DOOR OPENING 25 TOP CONN AT ARCH FRAME 21'o SECTION AT ARCHITECTURAL FRAME -" 2 2 PLAN AT TIP. t COL -Q 12 OF ^7 {/2' • 1'-m", I'■I'-0' (,, _2 I' ■ "-0' C�_2 tG1h91aD6-25 I' • I'-0' S-2 FG>'�9f065-2i I'�j�/1'!D9 - 13:35 5_7 S-2 CG/9m85g-2 4/130969 14:16 .ye'MM1r, ` .. _—.. .. .. �._ - ...... ^!..Y7■}I�Mw••...-.,.......-......._... t.�,r„�,,.,._,,....,.,.,.—«... vw- .. ....wwM.........,.,wn....n■rwr,•.<.-•.r..w.._.ay.•w•w. �A,,,.,A,�,,.,,,.. .. .. .,,w.n vn.,,"rmm�.v,•a. .. -.,...0 - � T a ll�ll► Ill�lll III�II1 111111E Iltltlt tltl►lt Illltll 1111tH iltltrlllllltil III�IIII111�11{111��111`III 111�111I111�111�111�111I,I,Jill III II1j..f.'.LIILI.I,'..IIIIIIII,II111j1II'11111IIIIIIIr 9 is —11 12 NOTE: IF THIS MICROFILMED r, DRAWING IS LESS CLEAR. THAN I THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL _ - ---- '-- M DRAWING. OB 62 92 J.z 92 Sz bz Ez zz iz Oz 61 ®I LI 91 91 b1 6:1 >31 11 01 .e 0 L E 9 d E 7, I gIIHNInIIIullhlllllmhminulunlllHII111111HIInIIIndHH11�HIuHIuHINn�II11111111111IIIII11111111H1�11111111111111111111111111111�1111�11tIlfllillllllll1111111�111�111111111�IIIIII11111U1U11lIltl►II�H1uH{nllhHlhmblul�►�ntl{uu111111w►1111111HI,11N11WI1111 APRIL 111991 � _ r) is 0 - LINE OF EXIST. O - Z(^ ►�N S /o Z\av � Baez FTG. TO REMAIN Q o v� tp J W w - L'-1 J 3/4' rAW& R W/4- 3/4' DIA Y c v 011[4oM f V-aK-DOLTS' TO FTG _ LII OF FTG q x�vi a 2Z. 9 J 3/16 z 0SFS IE. KNP - --- Q U s O -DRILL EPDXY (4)-04 X I--&- \ > Mtn o INTO EX16T FTG., 3' GLR -� r wo TO DOTTOM - 8PACE EGiUALLY 3/4115W M W/4- 3/4' DIA. r 89 XWIK-DOLTS' . - REVISIONS:Ir � S: i�EV15��5• LINE OF NEW FTG. ll—LL� II/Z' DRILL AND EPDXY GROUT 4 I/1' 1 04 DC16L x I'-6' INTO EX16T'G �EXI871NG CML.WALL I ' - CMU WALL- SPACE TO MATCH -� POND DM- SPACING AT b' CMU /� i i ( Gb x S. i )< I'-m' LONG EXI8TINO G.M.U.WALL THREE WITH 3)4' DIA KWIK DOLT GIDE 3/16 ' TO EXISTING MASONRY ' ' t ( I_ I � D' X 3' X 3!8' ANGLE I ® i 0'-6' LONG WITH 3/4' DIA j —NEW T8 COLUMN I ( KWAK DOL NG T TOE18TIk MASONRY WALL SIDE 3/16 GROU EXIST FTG. \PIPE COL.SCHEDULE PER `-- --- - ---- i PROVIDE CONNECTION AS ( SHOWN AT 4' C' O.C. VERT I I I I 6 I I ( 3/IbT I I Ci HEADER WE DET EXIST.G'GMU PIPE COL. PER CMU 6' WALL'/ - - - SCHEDULE , 1 -OLU^^N t545E :DETAIL AT EXIT LOBBT' 2 COLUMN 5A5E DETAIL AT EXIT LOBBY 3 COLU!"N 5RACE AT WALL 4 COLUMN AT EXISTING WALL 5 HEADER AT COLUMN ` JDT-4 1' - 1'-0' 2 2 2 /8 � r i I M IANEW Cb X 81 HEADER WI� R DIA TPW-50LTS i EXISTING G.M.LL WALL �� UI -(pILt!iC6 i. TB 3 X& COLUMN p.10 NEW T.B. i2FLAT TO WALL 6' X 3' X3116'SUPPOR" COL. REMOVE EXISTING I OPEN r- MASONRY AS REQUIRED C Ilb HEADER AT T.S. COLUMN �I li ><1 I 14 HDR - BEE r.r-o' -S d � ,'� y co - •.� ;•.v ,� �••, 1-i� �a.P� LIME OF EXIST. 83 2 - _ WALL � 8- _ 10 I / MEZZANINE FLOOR II II I 2 1 cl, HDR - SEES I NEW LEDGER 6 / •� __ � Lam`I✓ L�.tIC. —— — -- {`►..I _ THOMPSON VAIV/ODA & ASSOCIATES Is ARCHITECTS = d I AIA \` 1010 SOUTHWEST y *LVENTH � \ /4_ / PORTLAND•OREGON x720; • o `L TELEPHONE:15031 220-0668 I FINISI-I FLOOR A a IL tIl 1G I; — I —'I 1 8- f e - -------- ---- -1-+ �-`EXIST FTG L--------------- -------- — I II �. ELEVATION AT WALL BRACING W 2 TC,'FDJ-3 1/4' O O Q I X — W J G_ ✓r 1 X • cn �J H 3144/1909 - 9.56 3/24/1989 - I^* .� 4/5/1989 - Oal I=ER1`1I7 NO. 991391. 4/lAWI5 - ,31 4/1/1989 - 13,48 4,13/1989 - 11:45 1' OF 27 i�:aa�,•ay111�h.iBCClfi.41+):.kYwe�' '".i,� ,�a i(1e1.t - ... ......—..-,.,_�--.._. ... - - .. .... ..ww,w�in.. _ -._.... � ,.. _ ,.. _,.._..... :., ..,..,.»..••.+....u,...•.+.�..__.------ --a.r a.-.._....e......—- _.-..-.__.... . ...-. ...-._-._. ,..--.__-_--'_—__.._ _ ... .. . ,,fi (��1I�I��111'IIIIIIIIII,I,I,IIIII,II`IIIIIIIIrIIII�I'1'1IIIIIIIIIIIIIIr1IIIlIIIIIIIIIIIlI111111(I 111�11111111111IIII�IIIIIII�II11111�IIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIII�IIIIIIII111 'yl NOTE: IF THIS MICRCIFILMED 2 3 .� 4 -- 5 8 _ 8 9 10 11 12 'o DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 6Z Be 17 Be sz 1z Ez zz 1z 0? 61 91 LI 91 sl 41 EI zl 11 01 6 9 1 9 S ► Ie z I"•"' ,rII�INIInII�unllul�uulHn�HHINII�HI111111�1111111u�lminrr�lndi(u�unlNN�IIII�IIII�IIII�IIIIIIIII�IIn�NIIIIIN�IIII�III�I1111�1111�IIII�NIIf11111�IIII�IIII�IIIIIIIIIIIIII�IIII�1111�I111�I111Il111�1111�INIIIIII�IIIIIIIIIIIIII�IIUIlIW1111�III1�111U11I�U�IIIIII�IIIIIIIU�IIII APRIL 11 1991 C� a GENERAL 14 / �r>� � 1 Z cNv r��OgQ`PROFf�o � -, O Q M \, �G t NE 1. THESE NOTES SET MINIMUM STANDARDS FOR CQNSTRUC,..[1N. THE WppD TRUSSES Z Y � 4 v 8482 9i DRAWINGS GOVERN OVER THE GENERAL_ NOTES TO THE EXTENT SHOWN, 1. ALL TRUSSES SHALL BE MANUFACTURED AND DESIGNED BY TRUS JOIST 411 lil�w 2. CONTRACTOR SHALL VERIFY ALL DIMENSJONS AND CONDITIONS ON CORPGRATION OR A PRIOR APPROVED TRUSS MANUFACTURER TO THE DRAWINGS AND IN FIELD, COORDINATE LOCATIONS OF OPENINGS FOLLOWING LOAD REQUIREMENTS, L+J 1 x OIU•� THROUGH FLOORS, ROOF S AN" WALLS W'iTH ARCHITECTURAL, ZOO JOISTS, � MECHANICAL AND ELECTRICAL PLANS. NOTIFY `./AN DOMELEN / A. ?5 PSF LIVE LOAD (SNOB') + DRIFTING O �3:z LOOIJENGA / MCGARRIGLE / KIJAUF CONSULTING ENGINEERS (VLMK) B. 10 PSF DEAD LOAD TOP CHORD Q�' 9M�S NP C. 5 PSF DEAD LOAD BOTTOM CHORD OF ANY DISCREPANCIES. 0 3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT D. ALLOWABLE INCREASE IN WOOD MEMBER STRESSES DUE TO QU cn o PRIOR TO COMPLETION OF VERTICAL AND LATERAL. LOAD SYSTEMS, DURATION OF LOADING - 15% MAXIMUM 4. WHERE REFERENCE IS MADE TO ASTM, AISC, ACI OR OTHER E. UPLIFT AS SPECIFIED IN U. B. C. STANDARDS THE LATEST ISSUE SHALL APPLY. F. PROVIDE ADDITIONAL TRUSSES AS REQUIRED AT MECHANICAL 5. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK, UNITS AND ROOF SCREENS. - r ___ \ �T ____ __ - - �A��•�`�� 6. ALL WORK SHALL BE I14 STRICT COMPLIANCE WITH THE UNIFORM 2, ALL BRIDGING, BEAR!NG HARDWARE, BLOCKING, HANGERS, ETC. , THAT I _-/ A T BUILDING CODE AS AMENDED BY THE STATE OF OREGON AND ALL CONNECT TO THE ROOF TRUSSES SHALL BE PER TRUS JOIST REVISIONS: OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY, COPORATION STANDARD DETAILS, a 7. DESIGN CRITERIA, 3. TRUSS ERECTOR SHALL EXERCISE EXTREME CARE DURING ERECTION OFO /8d AT 4' O.G. A. BASIC ROOF LIVE LOAD. . 25 N/SQ. FT. TRUSSES TO PREVENT THE TRESSES FROM BUCKLING LATERALLY, USF B. FLOOR LIVE LUAU. . . . . . . . . . . 50 MV/SQ. FT. (MEZZ. ) SPREADER BARS FOR LIFTING TRUSSES AND PROVIDE LATERAL / C. WIND. . . . . . . . . . . . . . . . . . . . . UBC d0 MPH EXPOSURE B BRACING AS NECESSARY. Z x JOIST PER PLAN D. SEISMIC. ZONE II 4, SHOP DRAWINGS SHALL BE SUBMITTED AND STAMPED BY AN ENGINEER 8. MECHANICAL EQUIPMENT, MECHANICAL AND SPRINKLER PIPING LARGER REGISTERED IN THE STATE OF OREGON, / imp �•^-^�-- - _ ---------- - 2 ,, -�---- THAN 2' DIAMETER OR ANY OTHER ITEMS PRODUCiNG A HANGER OR 5. TRUSS MANUFACTURER TO INSPECT ALL TRUSSES AFTER THEY HA`/E BI EN - -'-�- SUPPORT LOAD OF OVER 50# SHALL BE HUNG BY A SYSTEM APPROVE') ERECTED AND ROOF SHEATHING, BRIDGING, BLOCKING, ETC. HAS I \`-BTAIR.� STAIR BY VLMK, ANY HANGER OR SUPPORT PRODUCING A LOAD OVER 200# BEEN INSTALLED. MANUFACTURER TO SUBMIT CERTIFICATE TO VLMK / � ` + SHALL HAVE ADDITIONAL FRAMING INSTALLED TO TRANSFER TIIESE THAI THE INSPECTION WAS MADE AND THAT TRUSSES ARE IN LOADS TO THE MAIN STRUCTURAL BEAMS OR WALL UNLESS OTHERWISE ACCEPTABLE CONDITION AND MEET THE MANUFACTURER'S DESIGN AND • \ APPROVED. INSTALLATION REQUIREMENTS, . • �" O LITE WORK REMOVE ALL ORGANIC MATERIAL AND TOPSOIL FROM AREAS UNDER THE STRUCTURAL & MISCELLANEOUS STEEL \, 2 x PLATE W/•12 BUILDING AL UNDER PAVED AREAS. I. DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE STEEL SCREW AT 12' O.C. CONSTRUCTION MANUAL OF AISC. SIMPSON 'A35' CLIP - 2. FILL MATERIAL TO CONSIST OF A GRANULAR MATERIAI JR CONDITIONED 2. ALL STEEL TO BE A36 EXCEPT AS NOTED, 4 SITE MATERIAL. PLACE FILL IN LIFIS NOT TO EXCEED 8' AND 3 ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH \ ONE SIDE EA.JOIST FLOOR J016T PER PLAN COMPACT TO 95% STANDARD AASHTO T-180 UNDER FOOTINGS, UNDER E7UXX ELECTRODES. 593 --�-~O 653 x PAVED AREAS 4, DOLTS TO BE A307, UNLESS NOTED OTHERWISE. PROVIDE STANDARD 2 - 2 x IPJ MIN.JOIST - CONT. AND UNDER FLOOR SLABS. PLATE WASHERS UNDER ALL BOLT HEADS A14D NUTS IN CONTACT WITH LAP 2'-m' MIN. 3. BASE MATERIAL IMMEDIATELY UNDER SLAB TO B: 6' LAYER OF DRAIN WOOD, _ ------T---� 9 ROCK. 5. ALL STRUCTURAL TUBING TO BE ASTM A500 GRADE B. FY = 46 KSI, 4• SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. 6. ALL LIGHT GAUGE STEEL. 16 GAUuE AND HEAVIER SHALL BE FORMED FROM k O STEEL OF ASTM A57U GRADE D WITH FY = 50 KSI, LIGHT GAUGE ,v 1 11 8 =' FOUNDATIONS STEEL 18 GAUGE AND LIGHTER SHALL BE FORMED FROM ASTM A611 1. DESIGN SOIL PRESSURE 2000 PSF LL PLUS DL PER .EOTECHNICAL GRADE C WITH FY = 37 KSI. DETAIL AND FABRICATE LIGHT GAUGE REPORT PREPARED BY KELLY STRAZER ASSOCIATES DATED JUNE 5, STEEL PER AISI STANDARDS. • @ 1987. 7. DO NOT OVERSIZE DRILLED OR PUNCHED HOLES WITH BURNING 1ORCH. `�-X X IL 2. ALL FOOIINGS TO BEAR ON FIRM, UNDISTURBED SOIL OR APPROVED ;r FINAL GRADE, NOTIFY VLMK BEFORETED PROCEEDING IFFILLU ANYB,UNUSOUAL CONDITIONS ARE ENCOUNTERED IN S3 06525-3 I'.I'-0 3 06526-3 I •I'-m , , THE FOOTING EXCAVATIONS. (= 3. DO NOT EXCAVATE CLOSER THAN 211 SLOPE BELOW FOOTING EXCAVATIONS. / 4. CLEAN ALL FOOTING EXCAVATIONS OF LOOSE MATERIAL BY HAND. 5. EXCAVATIONS MAY BE MADE UNDER CONTINUOUS FOOTINGS FOR PIPES, BACKFILL TO BE APPROVE--D BY VLMK. I I 53 i j I CONCRETE 1. STRENGTH, AVERA(,E CONCRETE STRENGTH AS DETERMINED BY JOB CAST (1 �1m LAB CURED CYLINDE=R TO BE 3000 PSI AT 28 DAYS PLUS INCREASE ? x. BLOCKING 8cl AT b' O.G. e6!3 DEPENDING ON 1HE PLANT'S STANDARD DEVIATION AS SPECIFIED IN ACT 318-77. ? x BLOCKING 4 ��I -- 2. MINIMUM MIX REQUIREMENTS, � 2 x JOIST PER PLAN A. CEMENT CONTENT PER YARD, S SACKS EXCEPT SLABS ON GRADE TO LJ � SAWGUT EXIST.PLY. it I � S-3 BE 5-1/2 SACKS, - J AT FIRST JOIST I I ;d-t i �, EXISTING BUILa1NG j I / = GL 3 I/B' X 12' GL 3 1/8' X 12' B. SLUMP, 2 TO 4 INCHES FOR ALL SLABS, FOOTINGS, WALLS, AND , 2X PT W/ 1/8' POWER X II $�X / I , n ti G■m C■0 v OTHER. DEVIATION FROM DES.`.GN SLUMP +1/2' TO -1'. 1 DRIv>~AI ANCHORS AT 14 O.C. , C. AIR ENTRAINMENT, PER ACI Al ALL EXTERIOR SLABS. Ibd AT / i ; (NEW) < \ I D. WATER REDUCING ADMIX (POZZULITH OR EQ'JAL) FOR ALL SLABS ON b' O.G. GRADE, COLUMNS AND WALLS, I 3. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. ;S,' - j 4. PROVIDE CONTROL JOINTS IN ALL INTERIOR SLABS ON GRADE AT 25'-0' r OPEN OPEN O. C. EACH WAY MAXIMUM UNLESS OTHERWISE SHOWN ON PLANS. TO TO 5. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN 0 2 x J018T PER PLAN ( B L W B L STRUCTURAL CONCRETE UNLESS EFFECTIVELY COATED, \2 x PLATE W/•12 BGREW AT 16d AT b' OG./ REINFORCING 12' O.C. REMGdE EXIST. LEADER PER PLAN / I. ALL REINFORCING STEEL 10 BE ASTM A615 GRADE 60, EXCEPT TIES, LED3ER \SIMPSON 'L5' IrsRS (STUD WALL AT SIM. I� // r S-3 SIM STIRRUP", AND DOWELS TO MASONRY TO BE GRADE 40. / CONDITION) % 2-2X10\ --- - --- -- 2-2XIv 2. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE HDR BELOW AT BIM.GOND. SAWCUT E>00T. EXISTING MASONRY S_3 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE MASONRY WALL B Q STRUCTURES' ACI STANDARD 315. 117 NOTE, &62 / 3. PROVIDE DOWELS FROM FOOTINGS TO MATH ALL VERTICAL WALL, SEE DTLFOR WALL `X,' � ��-oqT '�� CPILASTER, AND COLUMN REINFORCING. BRACING n - f C h 4. LAP ALL BARS IN INTERSECTING FOOTINGS 2'-0' OR 30 DIAMETERS, -- _ J _ WHICHEVER IS GREATER, - 2 r 3 5 I ADDITION E STING Z �� - EXIST ADDITION BLOCK AND HOLLOW BRICK 05528-3 1'■I'-m' 85528-3 I'•I'-rD' S3 8652•-3 I'■I'-m' � I DESIGN F'M = 1500 PSI. 53 53 L 2. ALL CMU UNITS TO BE GRADE N TYPE 1 LIGHTWEIGHT UNITS PER ASTM 2 6-3 SIM C90 DRY TO INTERMEDIATE HUMIDITY CONDITION PER TABLE NO. 1. ,, S-3 \ \ / v 3 3. MORTAR TO BE PER UBC TABLE 24A, TYPE S OR PER MANUFACTURER'S X X THOM F SON RECOMMENDATION TO REACH CORRECT STRENGTH. GROUT TO HAVE 'r `r / MINIMUM STRENGTH TO MEET DESIGN STRENGTH AND MADE WITH 3/8' �, l� OPEN TO OPEN TO VAIVODA & MINUS AGGREGATE. MAUNFACTURER TO SUBMIT DATA OF MINIMUM 30 0 BELOW , \ I BELOW __- - sn3 A-.I PREVIOUS PRISM TESTS ON SAMPLES WITH SIMILAR MIX DESIGNS FOR / �. I p ARC H P ECTS MORTARS, GROUT AND UNIT MEMBERS WITH AN AVERAGE STRENGTH OF _ __ DESIGN F'n % 1.333 PSI PRIOR TO CONSTRUCTION MINIMUM 5 PRISMS TO WALLw*cN '8T2216' BEAM NEW MASONRY OR CONCRETE EXISTMG CMU WALL - �I AIA UNGROUTED AND 5 PRISMS GROUTED FOR 28 DAY TESTS TO VERIFY TO WALL 2 x JOIST WALL F'M. PER PLAN / - ZX JOIST PER PLAN /� X Q 1010 SOUTFi�YEiT ELEVENTH 4, CONTRACTOR TO SUBMIT 3 PRISMS GROUTED, 3 PRISMS UNGROUTED PER ' _ PORTLANQOREGON 97:05 EVERY 5000 SQUARE FEET OF WALL DURING CONSTRUCTION. 7 �0/ ( j= I 8-3 X c, TELEPHONE:(503)220-0w ti 5. ALL WORK SHALL CONFORM TO !ECTION 2402 THROUGH SECTION 2411 OF - - _ - _ _ H THE 1985 UNIFORM BUILDING C'iDE, j °' C4 f 6, REINFORCINC FOR 8' MASUNR'( TO BE ASTM A615 GRADE 60 PLACED IN CENTERS OF CELLS AS FOLLOWS,? • n �'/ / \ E A. VERTICAL, SEE SCHEDULE FOR TYPICAL VERTICAL REINF. PROVIDE 2 - #5 FUL- HT. EA. SIDE OF ALL OPENINGS UNLESS ❑THERWISE NOTED ON FLAN. r�- S-3 f B. HORIZONTAL, 2-- #4'S e 48' 0. C. (FIRST BOND BEAM 48' FROM y� --------------- � _4 �2-?X10 _ 2-2XIlD ' GROUND FLOOR) PLUS 2- #4'S AT TOP OF WALL AND AT EACH Z x BLOCKING --•-p-� /INTERMEDIATE FLOOR FLOOR AND ROOF LEVEL. i i SIMPSON 'LU' HANGER � .--,'x--ry+,.Q�; 4 -�X04 -`� �a6-3 C. LINTELS, LESS THAN 4'-0 WIDE---2- #4'S IN BOTTOM OF 8' 2 x JOIST PER PLAN DEEP LINTEL. 4'-0' TO 6'-0' WIDE-----2- #4'S IN BOTTOM OF T' 7 � � S-3 �r� ' *-O 16' DEEP LINTEL, I - D. CORNERS AND INTERSECTIONS, 1- 24' X 24' CORNER BAR AT EACH ,; \ 4 x b P.T. LEDGER ILV 3/4' DIA 4 x W P.T.LEDCsER W/3/4' DIA. BOND BEAM SAME SIZE AS HORIZONTAL RFINFORCING. HDR BEAM PER PLAN _ A.B.AT 48' O.G. TRU-BOLT ,4T 32 O.G. 7, ELECTRICAL BOXES, CONDUIT AND PLUMBING SHALL NOT BE PLACED IN ANY CELL THAT CONTAINS REINFORCING. `� S-3 8. SEE DRAWINGS FOR ADDITIONAL REINFORCING, i DOUIDLE 2 x WOOD STUD , ' __ OPEN OPEN ' 9. ALL MASONRY TO BE SPECIAL INSPECTION. BELOW BEAM - \ 10. EXPANSION BOLTS INSTALLED iN MASONRY TO BE INSTALLED IN FULLY 1 GROUTED CELLS, IN AN AREA WHICH LEAVES A MINIMUM 3 INCH FU,.L i�IGHT METAL. STUD DISTANCE TO ANY EDGE OF THE MASONRY U14IT AND A MINIMUM CLEARANCE OF 1-1/2 INCHES TO THE CENTER OF THE CROSS WEB, +(J ALL EXPANSION BOLTS IN MASONRY 7❑ BE 'TRU-BOLT' BY RAMSET :�� 3 � ONLY. J9 g 6 -1 C i�'1 6 a I-. WOOD FRAMING S3 85525-3 I'■I'-0' ca� 666?•-3 I'■I'-m' CJ3 Jl6D2•-31 I'.I'-0' \ V 1. ALL LUMBER SPECIES AND GRADES TO BE AS FOLLOWS, �J _ / A. JOISTS, BEAMS AND STRINGERS. . . . . . DCUGLAS FIR #2 \ I Q \\ ry 4' NOM. AND GREATER BEAMS AND STRINGERS„ DOUGLAS FIR #1 B. BUCKS, BLOCKING, BRIDGING & MISC. . . , . . . , . DOUG. FIR OR HEM TO TO O FIR #3 C. 2 X 4 STUDS DOUG. FIR 'STUDS' _ �'i�-OR 'STD' & BETTER D, 2 X 6 STUDS & LARGER. . . . . . . . . . . . , . . . . . . DOUGLAS FIR. #2 SOLID SHIM EA SIDE NEW T8.SUPPORT , E. SILLS, LEDGERS, PLATES, ETC. EMBEDDED OF SMALLER BEAM 12' I I COL. IN OR IN CONTACT WITH CONCRETE. . . . . , . . . . . PRES. TREATED SEE DOUG. FIR #2 \ 2, 2, CILU LAM BEAM i I 2� AZONRY A-1 F. POSTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DOUGI-AS FIR #1 - PER PL M \ i i 4 2. PLYWOOD SHEATHING TO BE STANDARD GRADE WITH EXTERIOR GLUE. WALL BELOW BELOW INSTALL ROOF AND FLOOR SHEATHING WITH FACE GRAIN PERPENDICULAR BEYOND i I 3/16'V TO SUPPORTS AND STAGGER ENA JOINTS, INSTALL 2 X 4 OR THICKER I I I / HDR PER PLAN -- I BLOCKING, BLOCK ROOF SHEATHING WHERE NOTED ON DRAWINGS, - 3, FRAMING ANCHORS, JOIST HANGERS, POST CAPS, ETC. TO BE 'SIMPSON' - -- ---- -- OR APPROVED EQUAL. 4. ALL BOLT HEADS AND NUTS BEARING ON WOOD TO BE PROVIDED WITH A t I I 1 WASHER. I �-- • • ' I - 5. ALL NAILING TO BE PER TABLE 25Q OF THE U. B. G. NAILS CALLED FOR I I 8-3 /'� 1 I I Lir ON THE DRAWINGS ARE TO BE COMMON NAILS. 6. CUTTING AND NOTCHING OF JOISTS NOT ALLOWED, V DIAMETER HOLE +4' MAY BE DRILLED IN THE CENTER 1/3 OF THE MEMBER DEPTH. ALL %_ I i i i m OTHER HOLES TO BE APPROVED, BLOCK SM A J - 8/16 SIDE PLATE T 8' X 12' 7. STUDS MAY BE NOTCHED IN THE LOWER 1/5 OF THE HEIGHT OF STUD FOR SNORT DM 3/Ib U W/2- 3/4' GIA BOLTS ELECTRIC AND PLUMBING PIPES, BUT NO PART OF THE NOTCH IS TO BE REQ D I I I I �,,// DEEPER THAN 25% OF WIDTH OF STUD. HOLES OF DIAMETERS UP TO _ I I ' 3/16'KNIFE A X L S 4' n I I/2' BRG PLATE X 1?' X BM i i W/2- I/2' DIA BOLTS (n 1/3 OF WIDTH OF STUD MAY BE DRILLED IN STUD. 3/16 I I WIDTH +1' I B. ALL LAMINATED BEAMS TO BE DOUGLAS FIR WITH FB = 24 KSI PER AIIC 117 SPECIFICATION. COMBINATION 24F - V4 FOR SIMPLE SPAN BEAMS Tb.COLUMN AND ALL G''HERS 24F - `/8. LAMINATED COLUMNS TO BE ANY I� COMBINATION SYMBOL AND GRADE bITH FC = 1500 PSI MINIMUM ANTI E = 1,800,000 PSI MINIMUM. APPEARANCE GRADE TO BE �� INDUSTRIAL, UNLESS OTHERWISE NOTED ON DRAWINGS. AITC CERTIFICATE REQUIRED. USE WATERPROOF GLUE. !J_3 TG��9fd05-9GJ' - ?� TG Vi9m86-1v 9, PROVIDE FULL DEPTH BLOCKINS OR BRIDGING AT 8'-0' O.C. AT ALL SOLID v \✓ -.-MTL STUDS ABOVE ----- _ ._.----- ------ -- �- �.� JOISTS 2 x 12 OR LARGER, wD it BREAK HDR AT Cj OF WALL r^u FULL HT STPD MTL TRACK HDR PER--- ,-TTL ST= PLAN NORTH,'-�IE FLOOfR FLAN - E4,15T M�zZ�Ir� lNE FLOOR �! 4N - UJEa7 -WD stun TO WD R SOLID CRIPPLE STUD - BELOW HDR NOTE, 13-KO-5R SHEATHING TO BE 3/4' T 1 G PLYWOOD MIN ID.NO 48/24 W/8d NAILS AT b' O.C. ALL PANEL EDGES AND 6d AT 12' O.G.FIELD. _ 03/21/69 py, 4/6/1989 - 1:38 wop. S� DETAIL 4A3AS9 43:26 4113!1989 - 16:44 14 OF 77 1a..C' .- .. .. ... n.. -.�.�w+ •.■�.w..,....,.. _..-. -......, .. ..-. #Id14, .x..... _..-.. -..0,/YW.4axxalaxutAX`,W^11: --. .. - .. _. _ ':..yRT`+.aW�.. _ I lit) M 11 11►1111�IIIIIIII{I��I{ {1{IIII�III�III�IIIIIII�III�III�IIIIIIIII h�IIIIIIItiIIIIIlI11111 11Jill IIIIIIIII III II�IIIIIIIIIII�III�III�111IIIII�IIIIll�l11 11{�III�III�111IIII�111�111�„I .t. VT I 2 3 4 5 6 7 A 9_ 10 11 12 NOTE: 1F THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOT 1(z1 11 IS DUF TO THE QUALITY OF Tit ORIGINAI ---_ r �r DRAWING. OE 62 92 1? 92 C2 12 F.2 22 12 02 61 8i LI 91 SI 11 EI 2,1 11 01 6 9 L 9 S t E 2 I"•"' +� I►�dn116NJn„IHHLN,b,,,L,NIN,�IlnllHuhn{INN,,,,,I„„i,,,,I,H,I►,„I,N1IuuIDNluulnulnnlN1111,NInnlnnlnnlunlunlnldnnlrullnnlnnl1111I1u11uuluuluulunlnullllllllulHHhullnnluuhnlhulllltl>r11II111I1I111WlIllIlII11111111III11IIIN - APRIL 11 1991 I n 0 d Ld z 1�E� OL�Z�� cj GINE t OJ Q IS'0 4 5482 �Z av ZYr I w J a ✓'"OltttG6N yl�l T. 6 c) 9 4. 22, J� o Q v;Q MFS E. KNP - - - - - -. - - _-. - - - -- - Z C.0 r, t7 0 > gna _ Fll7VI REVISIONS: ROOF JOISTS AT TRASH ENCLOSURE TO BE ANGELES 18 NDS 600 OR EQ MIN.S-b3 IN MIN I.t.9 IN 4 MIN.Fy •33 KSI I ,MTL ROOFING ON HAT GHAI�BJELB -- - - -- -- SEE ARCH. MTL ROOF,W4 ON HAT CHANNELS Eo ter ttE ARCH. ' -- -- - - - --- - - - - - -- - - _ ------------ -- 1 _" -- -- - ----------- - ------ - ----- ----- ----- - -- b' N 18 GA MTL JOIST AT Ib' O.G. C) ` ` I ` I i ( t I ,. I tt ; ROOF SHEATHING PER •1 SCREW EA JOIST yL\0 7 O•G , • NOTE • 1 BELOW ROOF SHEATHING PERT ------b' X 22 GA MTL STUD AT If O.G. b- i , )O\gT PT �21' SCUPPER Q 8c JF'PE R d!/i NOTE •123E L 7U1 / M1' TTkACK W/5/32' DIA POWER b' X 18 GA MTL _'UIST AT Ib' O.G.- L 1 Cy-- -- -- _ DRIVEN ANGHGRB AT 24' 0.C, -- \ \ '2 eGREIu EA JG IST rinl-I >` 231' 1 I/4' b' CMU 4' I L21A 1/4' BENT It X I-i W/ I/2' DIA 'IC1111K BOLT- I F H AT 24' O.G, �'T 6 6 GONG P,d1�L �-- __ A �� b ll _ E,,ISTING MASONRY yj � Q � / WALL �yy TRASH G OSURE SECTION AT TRASH ENCLOSURE 2 SECTION AT RAS _ _ TC��9085-I I' I'-0' _ TGi9m86-2 I' II 11 1 I 7 m I I I I •r 3 1/2'MIN 3/8' BACK R X 12' x 8' W/ t S-8 4-1/2' DIA TRU BOLTS AT --1 ___ Awe 5' GAGE. 3nb Com— - - _ SIMPSON 'HG3 3/8' BACK It X 6' X I'-9' HINGE CONNECTOR14 W/ 3- 3/4' DIA TRU-BOLTS SIMPSON 'HG3T1-1' �_, GLU LAM HINGE GONNEGTOF PER PLAN - GLU LAM B1'1 Ib'- MM tb •• MIN PER PLAN --- \S-5� / I a • 3/Ib - __ SIDE ,!yo Blues 2 1231'-1 14 231'-1 1/4' I —�� \ \ PER I 2 I / --- -_ .6 3/ X 3 GL.5 i/8' X 75 In' ) / 5 /2 --- -- — _ G 0' G In' C I In' 2 A Ir' IPE 60LT6 X 8' W/ 20 \ G I�!' 16 G GRILL END OF B11 AS REQ'D 231-1 I/4 FOR BOLT HEAD S_g ,23V-1-114- 1'2' 231'- 1/4 I 5/ 1'2' DRG RX b' X BM 8-S �S-5i WIDTH +I' CMU WALL 01.1. J. I '�EXISTINCs CMU WALL �'�..- 9' •. _ 3 _ 4 " - - Q TGt39085-II I' I'-0' TGIi°-X86-12 I' I'-m' Q p a O I I 1 A �1 I I 1 1 232' 1 1/4' 1 I 1 232'-1 1 Y 232'-I 4' �� 1 212'-1 1/4 - I S C � � I_----I I I II I t�♦"�1• II I I 1 1 II II � pf�' I I � 1 1�`1�� j 9 n THOM SON 1 VAIVODA K ASSOCIATES 1 I _ K� _ - - -- 6-6 _ _-- - ARCHITECTS --- AIA � I 1 1010 SOUTHWEST ELEVENTH I - - - - 13 B �- I PORTLAND,OREGON 97205 44Lu1 J.,\ 8-15 = i TELEPHONE:15031220.066t1 SIMPSON 'HC3T'1-5' �8_5 / I O 1 HINGE CONNECTOR �- - rt3-5/ O O SIMPcON NNE _ HINGE GOMdEGTOR f I 231'-1 4' I I g g Q 31'-1 /4' _ _ -5 231'-1 14' 1 11 4�� Q rd�� I I dl 6 3/4 X 33' - - - - .6 3/ x 3 GL. I/8' )<1113- GL I/8 X .11 -., 1 p rt g C • m' G Gm' _ rd ® J10 cap � \_ w 9' � O - - - - - - 4 -- - - 1 I —��1---- A 0 Pt A$ p. n n l i - ( 1400 •ME I is Zj 1400 MECk UNIT ( ) 8 0 { UNIT ( 1 P) O.H. 1 LINE OF EXISTING pUILDMGi I 1 1 I I II`�•y II I I I I I I A - LINE OF EkISTINCs BUILIMG I I I I I I 'U ; I I I I I TO BE REMOVED TU BE REMOVED I I I I p�.,!1f , O ROOF Sc EN Z /,S SEE 23 -5 t) = SEE d } 3p " BEL b 4 1 -- - _ _ - 7. - 29'-� 1!4' Q ROOF 11GRE N -a < 9 1 231'-1 I/4' �E tl-5 3 21 25 2f, I II A 26 .5 bl1! s-4 BELOW _y �b. 1. �... 5�- 8-3 I/ - —+- -3 --- - — - RD 1-1- 1 'D L1J • 234'-4' 233'-10 I/4' 23 '-I 1/ N H TOW S B� II CL X tiM 1\. y I Y t 1 a \ x P SIM O ' 3 O 1�18 1 X, 234'-I I/4• ti `-5-5,) ROOF FRAMING NOTES. IJ ROOF(2 2XI SHEATHING TO BE 3/4' GDX T 4 G PLTUX>OD MIN. -" ID NO. 48/24 W/8d NAI AT_#' c- ALL SUPPORTS, W 14 X 2 W 14 k 21 AT HATCHED AREAS DLt)CK ALL PANEL EDGER 22 O,H. 22 AND NAIL. W/8d AT 4' O.G. AND Bd AT 12' O.G.FIELD 6-g E6 11 - S- 2.)/,- .-0.-INDICATES ELEVATION OF TOP OF FRAIM'G t� 5� ---_- (EQUALS BOTTOM OF PLYWOOD) 3d J I/4' -__- - j000 9 I 3.)/OWINDICATES ELEVATION OF TOP OF WALL I M 4.1 TRIJISS MFT TO PROVIDE AUD'L TRUSSES AS REQ'D VOR ALL ROOF SCREENS ,MEC.F•1 UNITS AND CURTAINS \�sJ 5,) GONTRAGTOR TO VERIFY ALL MEGH.UNIT WTS.PRIOR TO FABRICATION OF ROOF TRUSeEs z C� D }�I `I ^ /� },� 03.10/89 (� �� I I i�V ^ +''rN TH l/0 �1 I�N ��-�N 3/22/1589 - &.41 � 1 O 3/23/1989 - 8:41 '�„; C7/8' . 1'-0' 4/10/1989 -15.10 va' • I' 0' 4/13/19" - 15149 4/23/1969 - 15,94 PEST11 T h10. H'�1 .91 15 OF" pomp � I �' M{111{L 1!,11!1 1{,11{, 1{111{, 1{III{1 1{111{1 1{11111 1111111 Illll�lllllllll IIIIIIIIIIIII{ If IIIIIIII(III{1 IIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111 t11111111111IIIIIIIIIII1IIIlIiIIII. �r. ,.. .--.. .. • " „{1l �• I I I I I I 1 1 1 K 1 2 3 4 5 6 7 18 9 1'C�_ I I 12 NOTE: 1 F TH IS M ICROF I I.MED '^ -' . __ — "—"'• DRAWIfG IS LESS CLEAR THAN t TEAS NOTICE, I1 IS DILE TO 1 TNF QUALITY OF TIE ORIGINAL DRAW IW,. OE 62 92 1Z 97 92 bZ EZ 2 t2 12 OZ 61 91 LI 91 SI b1 EI ZI 11 61 6 9 1 9 c. b E 2 19Y1M il!11n11111nI1t11111NI11N1111111111b►IJtluhlrin11ht11L11titMt0111111NItNII111111NIhIlllnullnlllt11111�IhInlNllllUllunlnllhml►Ilallp�i111{IIIllunluubnl{Inllunllluhulbinbullt111�I11111U111,111{NillNlhilllElDSnuluulnll�11111u1llnlnullwhn! ` APRIL 11 1991 Q N o N Z 1E0 PRO�F� O < n VS �GIHtt W 0 b 8482 - - -- - - - — _ NOTE: TRUSS MFR TO PF2OVIDE BEARING CONNECTION TO WITHS,AND 1050 W�r W44� ----- LOAD (6EI6MI0) I, '- s_by LEDGER PER DETAIL �_ [rNOT1E=; TRU68 MFR TO PROVIDE GEARING J �W O11[OOM --. CONNECTION 70 WITHSTAND 106s9�LATERALlv �� 4L LOAD 18E18MI(_) U F 3 y Q• 22.t9l� Q _ EDGE NAIL PER ROOF _ - GLULAM BEAM FRA~v PLAN - • • 9 CONT 2X BLK'G W/ Iba AT b' Z h F S E. KN _ SEE PLAN - ( 10 O G TO LEDGER < v C 2> 15LOGCING WITH 1 g 5 > { 4 x 12 LEDt#R W/4- 3/4' DIA BOLTS AT EA TRUSS - SEE UAP FORT PLYWOOD SHIM EACH SIDE JF SMALLER - --- ---- m f I(&d AT 4' O.G. -- -- _.--- OP PLATE REAM AS REGxJIRtD NAIL HELL OUT ---- -i- f/i /GLU LAM BEAM AT PLAN 1/2' DTL FOR PATTERN OF PLYWOOD 2X BLK'G -- -- / ry--I ---- -- __ --- -�- ---- - - ' - DATE: �4APR 69 •s - �ULAM BEAM (�? REVISIONS: Io 2' 2' 0 - SWIM AS SEE PLAN o O o 0 0 o T '?ti - k.\GLU-L M CEAM AT PLAN � _ — J -- - EMBED b'Mh1 - -- l i ° - --- ----- -SIMPSON ---- -' 'EGG' COL. \ GAP S -COLUMN GAP: 3/4'x I'-8' -`-=--- 1 O O O / I I BEARING It x BEAM s%CsLU LAM BEAM T PLAN i 3nb' BIDE Ie'6 x 8'x 8' --- L•- - WIDTH . I' W/ (2)-3/4' DIA L'30LT8 ---- SIDE Ie'• 1/4' x fVx I'-8' —� �/ ' \ 1/4 ---`l - - W/1- 3/4' ♦ Mt'4 TO BEAM 3/4' BEARING R x 8'x i3EAM •• I/4 ----- ------_-__ SIMP80N HINGE GOIJOCTOR - -�_ Tb. COLUMN - SEE PLAN WIDTH PLUS I' -- - PER PLAN -- --_— — — ROOF TRL{88 PER PLAN s �BL0PE BEAM BEAT TO MATCH ROOF SLOPE - \ WHEN SLOPE EXCEEDS 1/4' PER FOOT - 1/4 -GLUCAN BEA;-I PER PLAN - -- - - Cs!,ULAM DE AM PER PLAN •. ROOF JOIST PER PLAN T.8 C•OLUMN 1 P'lEAM TO BEAM CONNECTION 2 G�LULAM SEAM SEAT 3 JOIST AT SEAM 5 CsLULAM BEAM TO CMU - SOF JOIST TO CMU l — 5 TIGGIN/8552RH� i'.!'_0' _CJ TIGCIN/P3552RF I'.I'-0' _✓ TIGGIN/8552RE I'■I'-0' _ —� I'.I'-0' - TICsCIN/8552RJ I'.I'-®' _L'� TIGGI'N/8552RD I'.I'-0' 4xb PRE S IA. TREATED LEDGER /.--- STC BM. PER PLAN WITH 3/4' DIA. ANCHOR DGLTO A' 48' O.C. I 4xb LEDGER W/ I!2'•TNRE4DED MINIMUM EMBEDMENT b'. 9116 _ _ _.- ._ 2x BLK'G STUDS AT 2'-0 O.G. -I 1n' urLE of EXIST. I SIMPSON 'ST292' A7 xE .S - MASONRY TO r WRAP AROUND LEDGER AS BE F2EM0VCD --- RE-O'D. -C- - -- -.-2x J0I8T ►• - SIMPSON 8TA24 - � � _ - 4 --- PER PLAN AT 48' Q.G.OVER FIRST 3 TRUSSES FR0M WALL � � T - - SCHEDUEL 0's r i r r I 11 O )at JOT, I L l! 1. I I II I I 1 I T 3116' SIDi? A1ES X 8'/ 3x 3x I/4x 0'-5' I I ANGLE AT 48' O.G. \ x 0'-8' W;(H 3/4' DIA I I • "--' 4 x 4 FLAT DLOGKING BOLTS �1143 BIDLb UNDER BOLT HEAD AT 48' O. G. O 4 JOIN - FRAMING g SECTION (OUTSTANDIrIG f46' H•IGIIeB FOR 4 JOIST I/2' DEARING PLATE k 8' ' LEG VERTICAL) 1 ' ' BAYS FROM WA,LI. X BEAM WIDTH •0'-I' 6116 ! I I L,-A).7 ,05- B' -12'- ,_ L 4- 3/4PDIA BOOLETS W/ AT3EA 3TRA6 UNDER-IBOLT,HEAD EA TRUSS. 3/4'0 'TRU-60%78' $-D 'ROOF TRU88 PER PLAN TO MA.�VNRY CENTER 'N BLOCK CELLO ROOF TRUOO PER PL AN - \ C / 9TL 3M. PER PLAN LEDGER AT CMU 8 BEAM AT _COLUMN AND EXISTING WALL 9 NEW CC;LUMN C CTION AT EXISTING CMU lm LEDGER AT C-u 4xb LEDGER W! 1/2'0 2x JOIST CJ TICsGIN/8552RA I'■I'-0' I'■I'-©' TIOCIN/8552RA p•p,p• - rOTUD6 AT 2'•0' O.C. PER PLAN 4x 4x II 1/4' BLOCK BETWEEN,\ WOOD 8 A8 REQ'D 2x12'• - NAIL W/(4) Ibd EA.SIDE \ i END OF EXISTING TJI -- ROOF JOIST\; SIMP50N 'LU' JOIST HANGER - J 2 'r, 12 BLK'G 2xb P05T HEADEEXISTING TJI JOIST /�EAWCH EXISTING IST EACH E1DE NAI OF �I PER PLAN THOMPSON / TO EXISTNG JOIST W/ Ibd .4T 8' O.G. SIMPSON 'MAS' ANCHOR �_ WIN3D0UJ SUPPORT VAIVODA & TOP AND BOTTOM STAGGERED f ;. / x L TO BASE 15ELOIU TUBE SEE ARG". ASSOCIATES - --- (2)_2x6 BASE ARCHITECTS -. -------- , - 2x4 'T' BRACE U - --1_- u r11A Ibd AT 8' O.C.TOP FIG.,l1INC SECTION logo({0l/THWEST ELEVENTH AND BOTTOM 9 , aD 1 ---- C _5 TIGGIN/8552RL 1'.I'-12 PORTLANR OREGON 97205 - ---- ------ .----------••--:----- l2)-Tx 12 - ONE EACH• � :---- ' SIDE OF J015T - --- '- - TELEPH0NE.(5031 220.0668 Jxb POST EACH SIMPSON H2b AT EACH 2x 12 SECTION - - XI INC TJI 3L0GKNCs Ibd AT 8' O.G. TO TOP :x4 'T' BRACE TO REMAIN AND BOTTOM CHORD z ----- STACsGERED O F I I U U EXISTING GLULAM BEAM NEW FRAMING - SEE PLAN/ �j CONC. CURB - :4OLD 1/2's I DOUBLE 2xb BASE TO REMAIN ' g SHORT'EACH END EACH SECTION ' 0 \ 2x8 PAD (2) Ibd AT EACH SIDE ROOF JC18T �� _� 1 •(T I Ibd EACH RAIL � l (2) Ibd AT EACH SIDE / \ t� \2x4 HO}¢IZ. AT 48'O.C. � 2x8 PAD BEYOND 2x JOISTS PER PLAN 12 FRAMING SECTION 13 SECTION A_ T ROOF TRANSITION 14 ROOF SCHEN SECTION 15 ROOF SCREEN SECTION I� ROOF SCREEN DETAIL W S-5 TIGCIN/8552RM I'■I'-0' TIGCIN/8552RN I'■I'-IZ TIGCNI128552RI I'■I'-0' 2x BLK'Cs W/Ibd -', _5 TIcsCINIg8552R2 I'■I'•0' -� TIGCINt18552R3 I'■I'-�D' AT b' O.G. (---- 1/4' COL GAP 1 SIMPS0N H25 STL. BM. PER PLAT EA TRUSS 2x4 STUDS YW D O OVER �n_T' , /EXIBTNG Cl1JJ WALL HDR P':R PLAN Z- I/4' / 2x4 RAIL AT 24' O.G. • • — �— I/4' 22 MASONRY - // g y - - -- -- 7(---` 2xb VERTICAL EAGa END 2x BL KG. �.- 3/4' MDO PLYWOOD W/ ed NAII_B AT CF EACH SECTION ��¢: W/Ibd 4T b' O.G. Q I WALL � — I /� / I I b' O.G. ALL SUPPORTS\ 1. ALL LUMBER TO BE PRESSUF2E TREATED + •r I / 3/8'KNIFE le __ I I M _ I -3/8'KNIFE fe I I DOUG FIR _ Q . 2.BUILD S�R£ENS IN 8'-0' SECTIONS, OUT TO \3��e�S' \� / OUT OF PLYWOOD AND 2x4, BASES, AT 4'-0' O.G. I I ROOF 1T4U88 I - _- - - - HDR 6 COL.NOT SHOWN FOR T8 WINDOW.-_ -_ I I\ - - - SUPPORT I V4' SIDE Ie'B X 4' X 8' 3.G0Cir2DINAIE SCREEN LAYOUT SO THAT lSFdIVIrK, / ' CLARITY - SEE Ig / APER PLAN T I I I W/2- I/2` DIA. BOLTS I•'UINTS OCCUR OVER ROOT' TRUSSES. PROVIDE SIMULAR) 5 SIM ' ' ' ' ;p 4x4 BLOCKING 1;4 SIMPSON f44' HANGERS AT �] FTC.BEAM PER PLAN I I I 14 n ALL BEARING POINTE WHIGa DO NOT OGGUR ON X I ' i i EX COL. GAP EA,. COL. YY WW Yy EXTEND TO WINDOW -- A ROOF TMAS TO WINDOII SUPPORT I I I SUPPORT COL. _ _,ROOF TTeLL88 W ✓ i i '- v (4)-16d EACH BRACE ` PER PLAN � L5' X5' X3/8' X0'-b' CL W/ 1/4' STIFF IE EA.END \ IDOUBLE bd AT 2x4'T' BRACE WITH 1 t►Y'�' 1 E DIA, TMJ-ASO BOLT F \ 21� 21 ,?I PIPE COL. TO EX18T MASONRY � Ists_� I'■I_0' -� I'.I'-121' /�. �Y Qf 9 MASONRY WALL ( 1 18 19 L JDT-7 I' 1'-m' _5 JDT-b I' I'-0' STL. BM. ' (2)2x b BABE EACH PER PLAN, b' r _ END OF EACH SECTION 1` r^/ / Cbx81 w/ 3/4' DIA --TR11Sts 61RDER T i 2x4 HORIZONTAL •y. i; TRI-50LT TO MASONRY 24 - 2 X JOIST IN I 14 / 4' BIMPSOI••I 'HUC' HGR AT 48' O.G. I � ,rt>b'x 8'x 1'-I1 s GONG. '.''!'.% in - •� �1 PIPE COL.PER PDN. PLAN - CURBS FRONT AND REAR I 3nbT7 15 B-5 W/04 BAR AT 4 - PROVIDE I 8-9 2x4 FILLER SIMPSGN RIAS' ANCHOR AT -3/16 1/2' BRO R X 4' X 12' P I - /3 LOCATIONS \ EACH CURB AT BASE (2 9� ANCHORS EACH CURB) I FL�y, _ - -------------- ---- I I a� • 1 ' �� HDR PER PLAN - EXTEND �- - _`d j Gbx81 x 0'-F' - - - --� Wi4- 3/4' DIA TRU-BOLTS I --- ---- -- AS REQ'D. TO SUPPORT / -� �.\ \ — , TO MASONRY ' LAST JOIST STL. PLAN T15, WINDOW SUPPORT STL. BM. -I.EDCsER PEP PLAN I p \ II • 1 / _-- ROOF TRUSS $.WINDOW'SUPPORTLI S - PROVIDE 4 X 4 DLK'G IN SIMPSON f44' HORS '12'x 8'x I'-4' PAID 1/4' STIFF ?EAT (7, TAPER r,-_--_- - --- -_-- 3 LOCATIONS WHERE SCREEN BRG NOT OCCUR OVER S 3/IbV J STL. P)I'1.� TB WINDOW SUPPORT BELOW 1TQ'SSEB. NOTE: PER PLAN 2 5 _ RE'DOATJALL MUL7 PLE 3/8' KNIFE IE TO EA.IBM.BRACKET 8'S 2 3 ROOF SCREEN SECTION r2 4-""N TRUSSES _5 TIGGNIhe552Rk I',I'-m' _ _ I',I'_®' 3/14/1101 - 9:51 4401109 80 2 2 411AW41 - 14:30 M14/tW5 - 9,9 TG%y°.rm85-21A I' I'-®' _G✓ _JDt-5 1' 0 TG/•J08�8-5 16 O ;W'7 VIII►IIIII11111111111I1111111111111111111I1111111i1�111!IIIIIIIIIIIr111lIIIIlI111I1111111111f1111!1111111IIIIII!1�1!111111111►III1�11111IIIIIIIII1111111IIIIIIIIII1111111IIIIIIIIIIIIIIIIJill • I 2 3 4 5 6 7 J8 5 10 II 12 tv NOTE: IF THIS MICROFILMED -- — DRAWING TS LESS CLEAR THAN —----�� ' Tl!;; NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 62 92 L2 97 SZ b7 EZ 72 1 07 61 •1 LI 91 r.I Irl F,1 71 II 01 8 9 l • ISI.. ,•�y 1► fII Z I�'■�x' ' 1n111111t'Nll�un!INl�nulnnlwl�lu111111�111111111�111I�nnluuEwllnul♦1n111111111111111111111�111111111�t1111111111111111111111111111111111111L1{IIIIIIII�IIIIIIIII�IIIIIIIII�ItIIIIIII�111111111�1Ullllll)UI11111111111111111111111111�IU11}1i11111111111�1111UU1�UllII111�111111W�IIH APRIL 11 1991 VANLEN LOOIJENGA/ 7:RRiG McGggrGLE/K NAUG 7113.7 SW nll I Y AVF./Po ATLAI,D,OPEGON 9/:01-4393 ISOJ1777-.•SJ I , r 2 7\1 s4 �I I �• 9!Evlz-v 10N•15 1 C7 - �.4 T— T ��--�� r� C. I I I I ( 00- NOTE- THE 11 II 1 - F{ I.�ti�a,.-I �Gx� 2r %411 ( 11 l f qV!X � -i_/ tA. I ' ITT \A�j/] �y -------- 13A 9Aw---�_ I F I I r l I f 62 -_ • ,� "it+F.A'TB� a TIS I tz/ �� - .. -- -----__--_-------- i CONDITIONS SHOWN ON THE PLANS ARE BASED ON THF. BEST t -MFORMATION AVAILABLE, BU1' ARE SUBJECT TO VERIF'ICAT'ION. i U �:::. 1 u''. ` CONTRACTOR SHALL VERIFY SIZES, LOCATIONS AND ELEVATIONS OF Q r lir J r-►�•�' � Pte+ -� �[, �� ALL EXISTING UTILITIES SHOWN GN THE FLANS THAT ARE TO BE \ + CROSSED OR CONNECTED TO. CONTRACTOR SHALL BE RESPONSIBLE lip n—EK \\ FOR CORRECTING ANY DEFICIENCIES CAUSED BY FAILURE TO PERFORM GiGv +�/ i1Jl L UNE• SUCH VLZIFICATIONS AT NO EXPEFSE TO OWNER. VARIATIONS FROM THE PLAI15 SHALL. BE BROUGHT TU THE ATTENTION OF THE ARCHITECT 6 7R1� S�►� I I I 1 5 � 'IMMEDIATELY. I1 (n � I 1 �} � _ONNIUTILITIES IN ACCORDANCE WITH STANDARDS OLOCAL AUTHORITIES. I ' EYCEPT AS SHOWN OTHERWISE, SLOPE ALL SEWER LINES It MINIMUM. ABINDON EXISTING 8" SANITARY SEWER UNDER PROPOSED BUILDING, •� EXTEND LATERALS TO NEW LTNE AS SHOWN. j \ � I ` MATERIALS SPECIFS�11T3-Q1iS FYI I I I f (50RM OUTSIDENITABY BUILDING LINE) CONCRETE SEWER PIPE CONFORMING TO ASTM SPECIFICATION C-14. FELL AND SPIGuT WITH RUBBER RING PRESSUR, ) - � O•� I I I I I I I J_ TYPE FITTINGS; OR PVC PLASTIC CONFORMING TO ASTM D3034 WITH ~; RUBBER GASKETED JOINTS. T ^/ "SON ul ,�.F R CLEAN-OUTS 1 HOI�' t"SOI `I I- I SHALL dE INSTALLED IN THE STORM AND SANITARY SYSTEMS WHERE NOTED (� — I ON DRAWINGS (CO) AND WHERE SPECIFICALLY REQUIRED BY THE GOVERNING \/A I\ /OIJr,I Q Z l �/r`\ �/ (l( CODE. CLEAN-OUTS IN EXTE:ZIOR PAVED AREAS SHALL BE .70SAM 58860 — ASSOCIATLS - 1 =•Le �� 1(I�JrItV(� �j'r('�M '7FWEJZ � - - _ HEAVY DUTY CAST IRON ACJE:.S BOX WI'PH SECURED COVER, ANCHORING \ FLANGES, AND CAST IRON CLEAN-OUT WITH SERRATED CUT-OFF SErTTONS ARCHITECTS "'ziFATF�'- �I'tl�a.J �\ AND THREADED BRONZE PLUG. PROVIDE AN 18" SQUARE BY 6" THICK CONCRETE PAD AROUND T11E CLEAN-OUT. -- AIA 1010 TELEPHONE:( L SUJI220 0661 PORTLAND8 ,OREGON 97205 F I,E.�Io2,o qr WA-1 �. \ 1 ArikOo., I ! I I I II I I I I I I I I I I I I I ( � l I l I I i I I I I I I I I I I I 1 I I I I I I �l 11 ( III 11 i 1I I __� ' ! �_�� Z5D ® •• �. ------- —-- 7+ 5131 --- - C I Le- C, E N D 5roam SEwl= ra (Nf�w1�ST•5� Cltxl�,r.) - -5T.5 SANITAlzyW (L ( NF_w ) �GAN, WATSK --.WAT SITE UTILITIES PLAN - - - >_ N012T H Pr�RM I T NO. 091,391 17 OF 27 ..rte.. _.,a4kp 4. ". ___ ...,_,,,r,. ww.,ens. e,wivwps.,._ _.•;. -a:.�,y��wtl+NuMwlwrl�lwlAtF71+•+Mnu+mss:•+.... ..•. •.,, ..•_, -/+^M.wNYw A1AA,•.w.,.AAf�F4'4..a, ,...;:,r-.�J,.meaussnwl.mlmaNn is,,.errcanwnnr....sav:... ,.,ei�nr,4s0Mruar.e*a.,., ,ntiClY�r,c..�-r%a tA.711�1NVM..:, _ ...._ ' -..,,uvw,q. ,.-.. -'.�rrrn�lroanen IA��11M�1�MMM•-.. ..".. :.. ,r...w... � 7 lIIII1 IIIIIII IIIIIII IIIIIII IIIIIIiIIIIIIII IIIIIjI IIIIIII Illlli'1 IIIIIII IIII1�1 II111If I;111I1 II11111 IIIIIII IIIIIII IIIIIII III'1(I IIIIIII �01lNOTE: IF THIS MItFOFILMEp I� I DRAWING IS LESS CLEAR THAN TINS NOTICE, IT IS DUE TO THE QUALITY OF TI* ORIGINAI- __ CIRAWING. OE 6Z 9Z lZ 97_ SZ 4Z f,Z ZZ LT OZ bI 81 L 91 SI bI EI 21 II OI 6 9 [ 9 C. �r b E Z 1"'E"' Y 1�!IlnnhN11N1IlunlnulllNlHHIuNIl11Ih11IlI1Ilhullnuiun�In111u11fminilllNllNNlulVnullwblulNHllu 11�llllNllunlNll�lullnlllnnllullnulull�unlnuhnllu1111u11lllLlllulnnlun111ullunlNIIIIWlN91nII�IIIIIlll1�l11LIIIIIIIIIU{IIWIIIH , APRI 11 1991 ,, , .I,a.. . �1... ;.;4" .fie: a 'i7"m�q,^gs�:r8 .r ,I ., o,.' 4t I ,�"4 at :��'� Marx;: �,,,. >� ,. �I"Ifi�:vcllkl �';'+,mai a.T: �r»:•. r„ ,- �' .. ....,,,., ;a` ,. '�.e.e „ . '�., ,.y„rid s )'Q'? �' ,'v,:” •• �I (I 3'l'Ayb�f ,, r"I? !„ _ 'I :o'' "t1l•',�4� :y�.+' `i `{�[.,, � DETAILS SCHEDULES LEGEND -PACK 1" SPACE BETWEEN PACKAGE AC UNITS SYMBOL DESCRIPTION (2) LAYERS 5/J3" DUCTWORK AND GYP BOARD LOCAL DISCONNECT SWITCH- GYP. TYPE X WITH FIBERGLASS AND SEAL TAG MANUFACTURER AND MODEL NUMBER CFM ESP BHP HP RPM - - COOLING COIL - HEATING VOLTS/0 WEIGHT REMARKS _ NEW WORK WITH ACOUSTICAL CAULK (TYP) EAT. DB/WB LAT DB/WB TOTAL MBH SENS MBH OUTPUT MBH \ I ® � SUPPLY DUCT UP do DOWN TO B E PROVIDED WITH FAN ------ --- - - - - -- - - --- -- - ---------- --- ---- ____ ROOF EXHAUST FAN. - I ML-LIEF FAN- RAC-8 CARRIER 48DP-012 3400 0.6 0.8 1.0 874 81 /66 55 54.5 123 93.5 154 208/30 1400 NOTE #1 SEE SCHEDULE FOR 3 LINACOUSTI ---- ------- --�-- ----- - -- - - _ -. -__ -_- RETURN DUCT UP & DOWN SIZE & TYPE (MArdSVILLE) II \ RAC-9 CARRIER 4bDP-012 3400 0.6 0.8 1.0 d14 81 /66 55 /54 5 123 93.5 154 208/30 1400 NOTE #1 ROOF CURB ROOF TIDP AC UNIT 4► __._ � � EXHAUST DUCT UP do DOWN 1/4" NEOPRENE --� � r�� D1111 I - ------- - _ -- -- - --- - ------ - DATE: ��1/91�'Y GASKET AS VIBRATION L +I - FLASH AND 1 RAC-10 CARRIER 480FF-012 3400 0.6 0.8 1.0 874 81 / 55 / 123 93.5 154 208/30 1400 NOTE 1 ® SIZE ISOLATOR (TYP) �- --- COUNTER FLASH GAS -- ___- 66 54.5 -_- - --- ill - - -- CFM CEILING SUPPLY DIFFUSER. (4 'vJA`f THROW U.U.N.) f - I1 _ _ csD -1 REVISIOl1Z5- BACK-DRAFT - - �. I III -i SERVICE RAC-11 CARRIER 48DP-012 3400 0.6 0.8 1.0 874 81 55 123 93.5 154 208 30 1400 NOTE #1 �-- CFM CEILING RETURN REGISTER DAMPER ROOF - SFT _4 _E 3 �ss //54.5 / CRR-1 SIZE _CFM CEILING EXHAUST REGISTER HOT MOP OVER -� RAC-12 CARRIER 48DP-012 3400 0.6 0.8 1.0 874 81 /66 55 /54.5 123 93.5 154 208/30 1400 NOTE #1 ® CER-1 FLASHING AND - , -- , STRUCTURAL TRUSS - - -- -- - -- - -- --- COUNTER FLASHING �` -- I I E SIZE CFM WALL RETURN REGISTER �,-.-- SEE STRUCTURAL RAC-13 CARRIER 48DP-012 3400 0.6 I).8 1.0 874 81 /66 55 /54.5 123 93.5 154 208/301400 NOTE N1 WRR--1 - ---- - - - -A - ---- - _ DRAWINGS FOR _ SIZE SIZE Z7 LOCATION l q wSR 1>CFM WALL SUPPLY REGISTER PROVIDE FRAMING FOR- -� `� NOTE #1: PROVIDE ROOF CURB, 30X EFF. FLAT FILTER, HOT GAS BYPASS, TIME GAURD 1-.13A,SMOKE DETECTORS AND RELIEF FAN. OPENING AS REQUIRED. SEE 1 --- -- - -------- -- -�• VOLUME DAMPER STRUCTURAL DRAWINGS -ROOF, SEE c DUCT SMOKE DETECTOR- -TURNING VANES ! -�-- - ------ - ARCH DWGS FURNISHED AND INSTALLED (TYPICAL) --- --� SHEET METAL EXHAUST DUCT, FOR DETAIL UNDER THIS DIVISION -- -- ---- - --- --___ __ -_ ---._ SEE PLAN FOR SIZE FANS I FD- FIRE DAMPER 0"0 VOLUME DAMPER TAG MANUFACTURER AND MODEL NUMBER CFM ESP BHP HF RPM VOLTS/0 WEIGHT SERVICE LOCATION REMARKS TRANSITION TO 8"0 AND CONNECT- NOTES: - - - --- - -- - ----PROJECTION RM , oucT SMOKE DETECTOR TO PROJECTION WITH FLEXIBLE 1 . COORDINATE WIRING THROUGH EQUIPMENT CURB WITH EF-10 PACE CRE- 1F 1000 0.5 .24 1/2 750 120/10 120 Ibs I THEATER # s ROOF NOTE #1 -� EXHAUST DUCT DIVISION 1E000. ---- - - -- -- - S PROJECTION RM EF-11 PACE CRE- 1 1 F 1000 0.5 .24 1/2 I 750 120/10 120 Ibs THEATER ! ROOF NOTE #1 NOTE: 1 . COORDINATE INSTALLATION OF CONDUIT THROUGH 2. PROVIDE 3" DEEP CONDENSATE TRAP. PIPE TO CONCRETE _ _ _- _._ - -_ N_ __ 12 x s DUCTWORK (WIDTH x DEPTH) SPLASH PAD. PROJECTION RM - ROOF CURB WITH DIVISION 16000 EF-12 PACE CRE- 11F - 1000 0.5 .24 1/2 750 120/10 12.1 Ibe THEATER 11' 8 - ROOF NOTE #1 --- - T -� 2. COORDINATE EXACT LOCATION OF EXHAUST FAN WITH 3. ALL DUCTWORK SHALL BE ROUTED INSIDE TRUSS SPACE. R, ,D DUCT OFFSET (RISE DR DROP) PROJECTION OUTLET. REVIEW WITH OWNER PRIOR TO - PROJECTION RM 1 INSTALLATION EF-13 PACE CRE- 11F 1000 0.5 .24 1/2 750 120/10 120 Ibe THEATER ill 9 ROOF NOTE #1 1 ROOF EXHAUST FAN DETAIL 2 ROOF TOP AC; UNIT MOUNTING DETAIL EF-14 PACE CRE- 11F 1000 0.5 .24 1/2 .50 120/10 120 lbs PROJECTION HEATER {N RM Fi00F NOTE {�1 _-�- � DUCT ELBOW WITH TURNING VANES SCALE: ONE SCALE: NONE _ - PROJECTION RM Q EF-15 PACE CRE- 1 1 F 600 0.5 .24 1/2 750 120/10 120 Ibs THEATER # 11 ROOF NOTE #1 V TRANSFER TO CEILING WITH HANGING BRACKETS - DUCT ELBOW WITHOUT TURNING VANES -- - SF-3 GREENHECK DSQ 100-A 1253 .05 .26 1/4 1750 120/10 71 IbsLOBBY PRO . BOOTH AND SPRING ISOLATORS W z THEATER 6 J Q TRANSFER TO CEILING WITH HANGING BRACKETS - �- X SF-4 GREENHECK DSQ 100-A 1253 .05 .26 1/4 1750 120/10 71 Ibs PROJ. BOOTH ----------- ACOUSTICAL LINING-DUCT DIMENSION IS I.D. Q ` ,� LOBBY THEATER 9 AND SPRING ISOLATORS `� NOTE #1: ROOF MOUNTED WITH ROOF CURB AND DISCONNECT SWITCH. WT LU -- - -- - FS -- FIRE SPRINKLER i S W --- WASTE 'D 01 - _ _ __ J TW THEATER WASH WATER GAS LINES SHALL BE �--LOCK-UP TYPE INTERMEDIATE ----CW- -- DOMESTIC COLD WATER C� �- TESTED AT 60 PSI FOR REGULATOR 5 PSI CONTROL Q 30 MINUTES WITH NO RATING. VENT SHALL BE MINIMUM v' - - - -- -- - -- RWL- RAIN WATER LEADER LEAKS OF 10' FROM ANY OUTSIDE AIR 12"x12" DUCTBOARD RETURN- - - �► 4 INTAKE. SLOPE DOWN IN DIRECTION OF ARROW Uj�R Q APPLIANCE REGULATOR16"x12" 16 GAUGE GALVANIZED---- DIRECTION OF FLOW W ' GAS COCK r SHEET METAL. PROVIDE - - - - -_ J ab (NP) - PROTECTION TO PREVENT ________________ PIPE BELOW GRADE 110- Ji CRUSHING DURING PGURING v - PIPE ABOVE GRADE OF CONCRETE v • ' -+D PIPE UP V1�1I(�1 V{PSON -� r1 � -- VAPOR BARRIER. SEE ARCH. � EXTERIOR TEST FITTING - COORDINATE INSTALLATION c WALL -- -- - - -+� PIPE DOWN VOCA TYP - �----- - -- IAT�S WITH ALL TRADES C -SII- UNION HITIEC.TS DRIP LF G --� WATER HEATER Q - - )R UNIT HEATER- TRANSITION -- _ o A� - - v C , C G , d G , c a , C a C - _ - GAS COCK pq SoulifNEST ELEVENTH LENGTH OF NIPPLES - v "TLANgOaECON 97205 UNION (TYP) - 4 x PIPE DIAMETER _�._ __�.__ _ -_ -_-_-_____ - TURNING TELEPHONE (50)1220-0bbd 750 4-x12 - VANE -- _ - WRR-1 - c BALL VALVE NOTES: I -- I '- I -_L - -- -' I -- - - - GATE VALVE 1 , REGULATORS SHALL BE APPROVED BY NORTHWEST -- NATURAL GAS. - ---- - - F.O. FLOOR DRAINL 2. PIPING SHALL BE IN ACCORDANCE WITH NORTHWEST - ® NATURAL GAS REQUIREMENTS FOR 2 PSI SERVICE. - --- --- FLOOR SINK C.O.T.G. CLEANOUT TO GRADE -- - _ (CAST IN 12"x12%6" CONCRETE BLOCK) F.C.O. FLOOR CLEANOUT 0_�.A S REGULATOR DETAIL TH�QER LOW WALL RETURN DETAIL -- - - - - - � I W.C.O WALL CLEANOUT E: NONE '4' SCALHOSE BIBS RD ROOF DRAIN O _ 0 OD OVERFLOW DRAIN _--3/4" TW CONCEALED IN WALL �a 1 I. I r W�vtit- I I I � -3/4" STOP VALVE WITH LOOSE KEY SHEETMETAL- ^ .^, l ' I I STRAP SUPPORT -FLEXIBLE DUCT _J I I SCREW/SOLDER CONNECTION FITTINGS TO STRUCTURE MAXIMUM LENGTH 48" ! II--_-------•i I ! PIPE CLAMPS 247 O.C. WITH SPACER ! �, I I TO PROVIDE 1,14" CLEARANCE BETWEEN PIPE AND WALL- FIBERGLASS DUCTBOARD -- O O SUPPLY AIR BOOT - - El 00 00 0000 00 IIIII!I!IIIIiIIIII O O EQUALIZER- ------ GRID ► L-THEATRE WASH PIPE. POINT HOLES TOWARD FLOOR AT 45' ANGLE 3ABBREVIATIONS SEE SPECIFICATIONS • - - (N) NEW - CHROME ESCUTCHEON PLATE I ��i== (E) EXISTING -FLOOR ADJUSTABLE LOUVER CW RELOCATED FACE SUPPLY DOMESTIC COLD WATER DIFFUSER TW THEATER WASH WATER AFF ABOVE FINISHED FLOOR THEATER WASH DOWN DETAIL6 SUPPLY DIFFUSER DETAIL LION UNLESS OTHERWISE NOTED 5 SCALE: NONE SCALE: NONE GLUMAC dt ASSOCIATES, INC. Consulting Englneere 920 S.W. Third Avenue Suite 200 I.-F-RP1I I H(j. 1391 '91. Postlond, Oregon 97204 PHONE 503/227-51-3n FAX 503/274-7674 1 E3 OF ' ` !lIIIIiII1111111I'III'IIIIIIIIIIIIIIIIIIIIIIIIII11111IIIIIIIIII'IIIIIi'IIIIIIlI111111111IIIlIII IIIIIIIIIIIIIfIII11111I1I11111111111IIlIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIcI111I111I111I111 � �.,.._..�.�-_ ! I nr•TE: IF THISMICROFILMEL) ' ----I Z 3 4 5 8 7 Ile 9 %WING IS LESS CLEAR THAN THIS NOTICE, 17 IS DUE TO FHF QUALITY OF THE ORIGINAL DRAW ING. OL 62 92 LZ 92 SZ t2 EZ iZ 12 OZ 61 91 LI 91 SI 1P EI ZI II 01 6 9 L 9 S b E 2 1"• "' iNInIIIHuInNlunlnnlnnlnlllNulUIIlIU1I11NIuuIullluluullllllilunlnulNbllllllllUI1111IIII111111I1nIIlUIINIlI1111IIIIlI1111IIIIlI1tlIIttIIIIIIlI1111III11IIIIlII111IIIIlII111II111JIIIlIllll�UltlnitlNlllnnhNllnnIIWIW1�IIlIIIuliIIlI111111111I►IIIIUIIIIWIoH APRIL 11 1991 Z A o C SHEET NOTES I x x , Y.I' SN-1: 3;4""TW UP FOR DETAIL �I I --- x I _ —� ---- I DATE" 4119/-1 x I OF VALVE. SEE 5 I � , REV UK - RIR SN-2: 12"x12"RA UP FOR , DETAIL. SEEe4 M-1 AMMO �xISIIN --- SN-3: DROP i" TWON TO 5'-0" 1 HIGH PARTITION RUN 2 HORIZONTALLY TO FEED - x ,. � •x „ x k _� CENTER SECTION TW AND -__-_-- " , 1l r-3" RWL SEE,CML- „ DROP BELOW GRADE TO I y x I FOR- „ CONTINUATION SERVE SOUTH SECTION. y , x k x x x -\ x \ y ._.__, � I k x �\1 x I —� ..• I r yy x x x� I y , y LL1 ll �. V yi..i�^. : ,-..., ...,.r ,-.,. .,..,.,,.. __---- SN-4: ROOM TEMPERATURE SENSOR - - - --.- . . --_-� .. . . . : .� -k... ,- 7; x _y --"+ --- ---- 2. 1 :. -. r —T r-FCO - -- INSTALLED IN TAMPERPROOF II —_--_-.—_.-.-____—_-._ww—ww_w wwwe SN-6 BOX ® +72" I � y ax w It 1 �__ ________� __---___ SN-5: SUPPLY FAN THERMOSTAT ” x SN-1 CONTROL. x xI - - SN-6: P.O.C. TO (E) 4" W AND G.C.O. THEATER 8 THEATER 8 ` --%--- -x VERIFY EXACT IE PRIOR TO 180 SEATS 4 H.C.) Jr FCO I x I 180 SEATS (4 H.C.) j PROCEEDING WITH WORK. k ' INFORM ARCH IF INADEQUATE x x SN-T- 'J'V UP x J"V UP I SLOPE EXISTS. --------- --- -- --- - - - - -------- SN-3SN-.1- - - - - - - - - - - - x x FO x x R I k riw - SN-1 j SN-1--► I _ - x SN_ 124"x12" _ 7SQ RUN TW BEL - - - - GRADE-RUN TW BELOW 750- WRR,- -SN-2 __ R ' k x WRR-1 __— _GRA E (TYP OF SN-1 R) x I (tYP OF 2) Z - a - - _ r ---._ -- ---- -_---- 1 ' tr _ ... I SN-2 O SN- -•. --,�-- O R Y x x I J THEATER 7 i " -j x I THEATER 7 C I I �L I � 150 SEATS (4 H.C.) 150 SEATS (4 H.C.) ` ` I T FC I � k R FD s THO�MPSON - - I x x - VAICA & FC ! I ' -� VIOASSOCIATES I ARCHITECTS ---- -- -- 3 — L x I I I 3 - - �_. --- -- ---- - - _ I R x \�J .� __ AIA 1 c - SN-1 24"%1'� - -- IM SOUT~5T ELEVENTH x `-SN- SN-1 { I 'SN-I 7 SN-2 "TIANO,OREGON 97705 --- ;--- 124 x12" _._ ' I I WRR-1 x TELE►t10NE:ISO TI 720-066, x �- WRR-1 7� 1 I - - - - (TYP OF ) x x x x (NP OF 2) - —.._ fit i` I I j ' 1 L x A e Y'FD _- ( �/` ----may x x 1 1 tVw x -- I I a •- _.---- I x I xR 1 N-1 SN- - It — I sN- xx I 1 1 — _._ -__ _ __.._. i �I• 2 1t x SN- x x I THEATER 6 __ t — -- =-J - 4 4 -- - — --- r \ �� THEATER 6 150 F�' y S 115 (4 H.G.) I x _" I 150 SEAT5 (4 H.C.) -% I I x I O I k R I x I �— I - - - - -- -- - - -- - - --- - �' o - - ---- P.O.C. To 'tl 3" VTR ----91"'— — 3" FCO „ t A;• I I y -... .- FCO I ^ „ SN- SN-1 - -- 24"x12' r _Stl 21 � 2,"x12" 78Q -•_' ._._ 750- WRR-1IL WRR-1 SN- TYP OF 2) l ■ j I (TYP OF 2)! ----__.—.- --__----- SN-1 I ( j re x IC RW1. UP_--x --�1 - f D--- - - _ -- - -- - - ,.... .... } DN _ CIr x �"RWL UP NZ x I x x •RI I x „ Imo _ ______ x •. " x -x TO SF-5� I I `TO SF-4 xx_ x x .—*- U.x� 1 t -1 i I •w _ — x I x w R x •'] � 1 1 1 1 II I O -- - - - I t t x.. S ," RWL. SEE O k x[ 10 f i CIIII RWL - SEE FOR CONTINUATION CIVIL FOR CONTINUATION x x k„ x ! R III y x x x x y y I x � ,( x " _t I y l x „At It R Y (� f- y x 1 x '�lx,i-.sv- x x x Y Y x x x x Jf x x R x R Y I Ixk x" y xk y M (D5 NORTH FLOOR PLAN EAS1 - M"CHANICAL NORTH 2 GROUND FLOOR PLAN KKKKIII�WEST -- M1,CHANii.�LL ---- M -2 — NORscALE: 1/�'-1' ar' 9 9 GLUM,! Ai ASSOCIATES. INC. 0" 920eS.W. Third Avenue SuRo 200 Oregon r-FRM I T NO. (391'!'91 Portland, 3/127 97204 PHONE 503/227-5280 FAx 503/274-•7!!74 19 f:) ----------------- 1 "*.w7.x. `111'`11111111I1111111111111�11111111111ItJill 111111111111111111i1111t11111111ItlI 1111111 ItI11 11111111{1IIIIIIlIItlt11{t1111111111I11111�,Jill 11,IIII1Jill Jill 1III III IiIIi111,11111I1,111I1I111 : I I i a q 5 s 7 e 9 -I°----- I I 12 NOTE: If THIS M ICROF ILMELI -'- --`-- __ DRAW!NC IS LESS CLEAR THAN THIS NOTICE. 11 IS DUE TO THr QUALITY OF 1A ORIGINAL ,► DRAW I NG. OE 62 82 L2 8Z SZ E2 E2 ZZ 12 02 BI BI LI 91 SI bl EI 21 II 01 • • [ 9 S / b IE Z 1"•"" Iq{II1111111{1I1111111{IIIII1111{IIIIIIIIIIIIIIIIUI{INtI1111I111111111�I11111111LI1111IIIIIIIIINIIIIItIII{It1111111111{111llllllllllllllllllllllllllllltll111,111111111111111111ttI1111111N1{IIIIi11111111111111t1111U1I11111I111,{IIIIINIIIIItIlntlltlEilnul►ud,u11111,1u116ulllu►Itudun ., APRIL 11 1991 h•_rr-.� .MA'n:w:-:_,.•n,..i.. w.,w_. : 51Y5f '� !e'y ��iSd�l(�F8ht4 r O I Z QA U E I I I SHEET NOTES SN-1 12"x`12." UP TO ROOF EXHAUST FAN. FOR DETAIL. SEEr,-"\ I I , I 1 M-1 1 I I SN-2 74"09" 18 GAUGE SHEET METAL SUPPLY :,IR DUCT WITH 2" I I DATE: 41/ IRI ACOUSTICAL LINING UP TO-ROOF70P AjR CONn1710NING I , REM10W I I ADDITION EXISTING UNIT. FOR DETAIL SEE I � 2 EXISTING I ADDITION 1 I M-1 ( --- -1- -- -- -- -- -- - - - - - j--- -- SN-3 69"x27" 18 GAUGE SHEET METAL RETURN AIR DUCT 1 - - - - - - - - - - - - ----- -- -- ---- - -- ----- - --- 1 -- - ---- -- - - - - - �'�\ -------- _ - -_-_ __- WITH ACOUSTICAL LINING UP TO ROOFTOP AIR CONDITIONING UNIT. FOR DETAIL SEE 2 -- i I , SN-4 SUPPLY AIR DIFFUSER FOR DETAIL SEE6 M-1 I L ----- ---- _- - _ ----_--------- - - - - -- SN-5 FLOOR OF _..—.-- - --- --- -- -- -- -------- - --- • ROUTE 1" TW UNDERNEATH FL - — OPEN PROJECTION AREAS (TYPICAL). OPEN _T- 7�0-20Tx•!0" TO I TO 20`II'ZOr_7 0 - - -- + �b'x, 7_I - STRUCTI GENERAL NOTES IsTRucT. TG;-1 16"x16" I --' OF 2 ABOVE ABOVE CRR' 1 -575 L I- ( )r _ (TYP OF 2) F. - ll 1. ROUTE DUCTWORK INSIDE TRUSS SPACE. COORDINATE �' -- ------ L EXACT LAYOUT WITH FINAL TRUSS SYSTEM DESIGN. _ SN-4- ` •• r -� ' I SUBMIT SHOP DRAWINGS FOP APPROVAL. I I. � � 14 9 r - ` � SN-44 .14"11 _ w - j I I F. i �. 411, 1 O -- 0 14"0 ' 3/4" TW .- x- 1" TW DN I 1" TW 0 1fi x14 t�x96" _ - I V ------ ----- I �--- ---- -- I F.O. �� — O - I ❑ _ H F SN -fF.O SN-2 ❑ I -- O W J F 0- — - - f x -_-�-W 0 I 0 Z ' I I - SN-5 sN+b - I N-;4 - I '•-- I 1 2 12"x 12" 1 I I 1 118 x 18 ,7" 17 DIN 1 - f-.. _ - -- --- cso-i - I I --- e5o�reso ,�xt �. — - -- - -- --- - -ly- t I ( OF. 4) 750 750 x2 , I -�- W 1G-; I I TG-1 1 I -- --r-- -- - -- �j 1 F.D. 1 ---1 - �/ _ 750.20'x20' I I eb — 1" TW 1" TW---� 1 2C'x 756lit - -- TG 1 I — - - DN 31,C TW T_ i I ; ;� i _ - r---- -- TB"x1�' 116"x16" r - CRR-11 573 75--1 CRR�1 r 7-4 `�/♦ (TYP OF i) (� Li (TYP OF 2) 14 9-,' W p — - 14 0 I I = 1 ❑ I 1a"� 0 J - - _ ..- f- 16"x1 " 16"xt4 4 ,• 0 � p 1" T'W fi 16'x 14" -16"x 16" 1 _._ u. �., i~ 1- SN- I I .--SN-If I - Uj I .14- O T�_.t SN-2--� I+•,�SN-3_..; F.D. -- ___. ____- -----_._-__. s__.__ F.D.' � � - �T—. O I .SN- 1 I 1 is Tw ,r I I —�- — I -� --t-- - far ° x __ J-- -- - I x ° I- ,-. -� I ( VATHU�1P & I �� 3 0 , i l-L- -� - gTES S��CIA 1=2I 1 _+-- - ARCHITECTS M C�C1 • - I �+ I' I G�4 • o_SN-4 - -- AIA , X12" o �X, o - — "TLANO,OREGON 972oS -�- - {- '"f 3 TR r T - 1Tx12' -1- - -r> - c I 1 0 19"x, - --� cso-, CSD- -jr - _-�__ � j7YP OF 4) -----• �-- ---- - TELEPHONE 1So1122o�se -- ---1- F.D. 2G'x25' a - � 01'x2 ---- - - -�----- -- - -- 1 I 7 --- - F• - t 1 -1 --- — - -- 1-- - -- --�--- �� R201' O I I 0 2G'x Ow 75 TG-11 J - - I I I 1 I I I f rewxle b I I SN b 16'x16" 1 14• _ " - CRR-1 -5 0 I I 0 1 75- CRR-;--1 ` 1 � -SN-4 "(TYP OF 2) + - - ^ \ ^ -__ 1 I (TYP OF 2) �L O ti 14"0 - �J r` `t r 14"0 Am 0 1 W - xi } 1 1 x --� S-'•- t 6"x 14" -7- -I r r - 1 1 TW 1 TW i , O I ❑ - I I I its I i Q—i O 5N 2- I.-SN-3- IF ♦ POC TO (E) TW LINE POC TO (E) TW LINE-- SN- �+. SN-2 1 1 F.D. I N ,1 (TYPICAL OF 2) (TYPICAL OF 2) S III F.D. I - 1 O - .-j I 0 0 �" - - O - -- -- -- 1 I X " - I 24�Ex1=2 1250 1250- 2-4x24 ❑ I 3/4" TW 10�1X O - (- I- - I 3/4 TW I ❑ w w wl DN (TYP) _ - { DN (NP) y. ----- i • -- D 14"x 14" O O 14"x,l SF-3 - 1 x12• -�- 8'x1 ( I19"x1 I 127'x 1T 014 -- --- CSD-1 85q -- R R 1 CSD- _ -fi__-_t 3"xi - - 0 IL, . ] -- -- - I 4"RWL UP TO RD do OFD 0' -1 Will 4"RWL UP TO RD AND DN TO BELOW GRADE i 24`x12• 1250 12502,4e!* 4"x1 - - J AND DN TO BELOW GRADE I ■= j O WSR-� WSR-1 O I 1 ' O O O O x I 1 I I I I I I I � I I I I 1 1 1 1 i I I I I UPPER REFLECTED CEILING PLAN (EAST) -- HVAC UPPER REFLECTED CEILING PLAN WEST -- HVAC 1 SCALE: 1/8"=1'--0" SCALE: 1/6'=1'-D" NORTH Consulting Engineers INC. 920 S.W. Third Avenue Suite 200 PERMIT NO. (391.3`''1 — Portland, Oregon 57204 PHONE 503/227-5280 Fl,X 503/274-7874 20 OF -.7 ._.s1wl�• , ..:. ,_,->_,-ynr,r�w�r,Asa�nr,... _....... ...e ,........ .,.._. _ _ .. . ; I ` h illll►iII11111I11111111111111'IIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIlIi111IIIIIII�IIIIIIIIIIIIII II+IIIIIIIIIIIIIII'III�II1�1111111111111IIIIIIIII1111111111111111I1;�I111'lItI111I111111111�11111 � –..---. _ ! - I 2 3 4 5 6 7 118 9 10 II IQ MTL: IF THIS MICROFILMED — -- --moi► DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE TO TT1F QUAL?TY OF THE ORIGINAL DRAWING. OE 62 9Z LZ 92 SZ b7, EZ ZZ IZ OZ 61 91 LI 91 51 bl EI 21 II 01 6 9 L 9 Cl b EII Z 1"■"" i►nhH11NNIDNIDnLINIDNh,nIIN11nNI1HIhR11NuhNIhH1hI,IIInIh1NIHNIuHIuNIu;Ilnuhnllnuhlulnullullulll1Nlluu1Illj ill"111nnlu11111 dullhulluuhudnllllUlllIII�INIIIIN111111111111+11111!!Ilu1�lllllllhllllllllllllll1111I1111III11hlt1 APRIL 11 1991 11F�k�i�d�..I ",9..r- .°M�;h,,�r 4.1�,.�..�1 A ..a�.<"��,,�r�.1�I �.,�J,". .'� ' Sc:rl ,�161)S� ..,.....,..• ., , r. `i z nA (D) 0 E SHEET NOTES SN-1. SECURE GAS PIPING TO 12" LONG 4"x4" TREATED SLEEPER 6'-0" ON CENTER. PROVIDE EXTRA 11rx10" LAYER OF ROOFING 1 , MATERIAL UNDER SLEEPERS. COORDINATE WITH GENERAL I I CONTRACTOR. PAINT ALL GAS PIPING. 1 SN-2. FOR DETAIL OF ROOFTOP AC UNIT INSTALLATION SEE2 I DA'T'E: M-1 I 1 ' SN-3. P.U.C. TO EXISTING GAS STUB. VERIFY EXACT SIZE AN 0CATION i REVTSIOW IN FIELD. C2I I I I I SN-3 SN— ' SCUPPER,' DOWNSPOUT SCUPPER/DOWNSPOUT— 2. 1 I ---- - - - - -- --- ---- _- - _.-- - -- -- -- - --- _ - • ------ ----- _-_ _ _ _-_ r I C2� � � I 1 1-1/4"G 1-ileo I I I -SN-2 1 1000 CFMEF—10 I EF-13 1000 CFM MIN OSA MIN OSA RAC GAS —8 3/4"G 3/4" RAC—1 1 a V z a 1"G--- I V ------- - - - - - - - - -- - -- ----- - - - -- -- -_ __ _---- - - - =- -- - - -- - -- - - LU i c 13 a SN-2-7 -SN--2 MONLL 4 EF-1 1 EF-14 :._ NL N 9. 1 RAC-9 3/4"G--J -3/4" GAS RAC•--12 �� rr TF- OMPSON {--- 3 3 �+_j 930VAIVOCA & ASSOCIATES I I 171AAR�CHr[KTS I i I ;j L� I 110110 SOUTIMEST ELEVENTH 1"G— i l i i --- - - 1"G 11V TPONTHOROUGON 91205 05 I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I SN-1—- ► I I I -F - SN-1 II I SN-2--_� I r- L_ �SN-2 ii i II II II © � I 77-77—j L__J I I � e e II II J I I , RAC-13 \. RACK II II EG-15 w ^-- II II -----------� 1— •�' 1 1 ,-4" RD I I I 4e R (� ��""� -4. 1 _.__---- ------- -•- III -- -- -- _.__. _- ---_ ..------_____ __.- --- ---- - - --' -;� ISCREEN IIIIIII __-- = •III I�III EXISTING SCREEN Ta-REMAn - L , -- ------------- 4• � n.�—�•r-,.1�� - L-•• f�'•lI I �t I I I I I I I I I I I I I I i 1 I ' I I A A f- ` GLUMAC & ASSOCIATES, INC. 4 ROOF PIAN (EAST 1�1�CHANIGAL ROOF PLAN WEST MECHANICAL Cone111Ung Engineers 1 -- -- ?_)_ SCALE: 1 B 920 S.W. Third Avenue Suke 200 PERMIT NO. 1391_;91 / Portland, Oregon 97204 NORTH PHONE 503/227-5280 FAX 503/274-7674 21 (IF 27 �?'°.... I �Illllllillllllllllllllllll�lllllllllllllllllllllllllllllllllllllll►,lilllllllil�llllllllllllll'I�IIIIIIIIIIIIIIIIIIIIIIIIIIIi�I1111111111111111111111111111Jill �IIIIIIil.,111111111111111111111 _.,,, NDTE: IF THIS MICROFILMED I 2 3 4 v 6 —8 9 10 II _ IZ DRAWING IS LESS CLEAR THAI' THIS NOTICE, IT IS DUE TO r THF' QUALITY OF THE ORIDINAI DRAW ING' - ' Of 62 92 L2 92 52 b2 B2 ZZ 12 OZ 41 of LI 91 51 41 EI 7.1 11 01 6 9 L 9 S 0 E 2 I„°"" r HI If II III Ill Ill fill IIII1111111111111111111111111111111111111fill 11111111111111Ill 1111NII111 Ill 11111111;11111u1111nInUIfifIIIIII[Ill If II II IIIIIIIIIIIIIJIIIIII1111111111111111111IIUIIIIIll 11fill . 30X 111111NI111111w1�tlf�tuIIII111111WIIIUIii111111111�IwIIIH APRIL 11 1991 1 alNr — �� 11.224 r- --- - ELECTRICAL LEGEND 01111111110 I ----- -f-- HOME RUN TO PANEL. WITH INDICATED BRANCH CIRCUITS y�Rp(1) L { ! AND WIRES IN CODE SIZE CONDUIT. RELOCATED I TYPE A FIXTURE (TYPICAL 2 PER POLE) �-� CONDUIT IN WALLS, ABOVE CEILINGS IN FINISHED AREAS - OR EXPOSED IN UNFINISHED AREAS WITH INDICATED NO. 12 WIRES (LONG = HOT, SHORT = NEUTRAL, G = GROUND) - DATE: 14APR89 ` _� T�T77 _� �_ 1-- � RIGID CONDUIT (STEEL. OR PVC AS SPECIFIED) IN FLOOR REVISIONS: I ' FT 1-711-1 � I ��]T 71T*-TT JTT IT7111 I 111— SLAB OR BELOW GRADE WITH INDICATED NO. 12 WIRES. i I I L__—J —• HAND HOLE — CENTER +18" PROVIDE 1" CONDUIT �./ ABOVE BASE PLATE 0 DOWNLIGHT FIXTURE — TYPE AS NOTED, 1 STU BOUT. I _ 9 UPLIGHT FIXTURE -- TYPE AS NOTED. _1 T I I _ ' RELOCATED CONCRETE POLE, ! I � WALL SCONCE LIGHT FIXTURE - TYPE AS NOTED. 2" RADIUS, TROWEL TCF) ! j I I - I - OF BASE SMOOTH - f /- AREUSE NCHORS BOLT ODER. � [--Q WALL BRACKET LIGHT FIXTURE - TYPE AS NOTED. RELOCATE POLE & FIXTURES f.-- '-17- -- / PAINT TO MATCH POLE.I TYPE LIGHTING FIXTURE.TO NEW CONCRETE BASE. I 2#8, 1#10 GND., 1" PVC #40. -/ PROVIDE NON-SHRINK TORPEDO SWIVEL I` REMOVE EXISTING BASE. f GROUT BELOW BASE PLATE �� FLUORESCENT LIGHT FIXTURE - TYPF AS NOTED.I _ I _- �-r-- ANCHOR BOLTS - PER POLES FLUORESCENT STRIP LIGHT FIXTURE - TYPE AS NOTED. ! I L L111 I I �� I I I ��' REQUIREMENTS. LENGIH -- J ----- S' ALL ALLOW A MIN. OF 6" BELOW GRADE LINE. CARPET EDGE AISLE LIGHT TYPE AS NOTED. ISITIN6 0 RE I - [1 NEON L_,GHT TRANFORMER POWER CONNECTION. VERIFY L INTERCEPT AND EXTEND EXISTING 1" PVC i -- 6 # 6 REBAR VERTICAL QUANTITY AND LOCATIONS WITH NEON CONTRACTOR. I TO NEW POLE BASE. #2 REBAR, SPIRAL, 4" PITCH, ® EXIT LIGHT FIXTURE - TYPE AS NOTED. _ 3 TURNS TOP & BOTTOM. FSE ENCY POWER - AS NOTED. 3' NOMINAL CLEARANCE � (�� EGRESS LIGHT ON E ON SIDES, TOP, & BOTTOM. GRADE-- EMERGENCY BATTERY UNIT FOR REMOTE 12V DC EGRESS --------- - _ ___..___.---_.-..-_- -- -___-__ LIGHTING FIXTURES. WATTAGE AS N07EL� AND SCHEDULED. '-"-- - _ _ --" COMPACTED BACKFILL - -"~ s-- AROUND BASE (ESU)(#) NEW BUILDING ADDITION I � _ -- IT RIGID CONDUIT ELL(S) UP. L�-O-{] PARKING LOT LUMINAIRE AND POLE - TYPE AS NOTED. L z _ PVC SCHEDULE 40, 24" I - I MIN. BELOW GRADE, TYP. v - SINGLE POLE WALL SWITCH. L1J 1 a t I %� / 1� I --- SP SINGLE POLE WALL SWITCH WITH PILOT LIGHT. I a t r I / - uj COUPLING S3 S4 THREE-WAY / FOUR-WAY WALL SWITCHES. Q., t I, EXISTING BUILDING \ I '` I / I 3000 PSI CONCRETE BASE- Sr 0 - 30 MINUTE KEY OPERATED MANUAL WOUND TIMER SWITCHQ. SMOOTH FINISH ABOVE GRADE MARKTIME 90806. MOUNT AT +36" PER ARCHITECT'S DIRECTIONS. Q \�P �6 MARKT61ME0UR 90807E.. MOUNT EAT MANUAL+36 WOUND TIMER SWITCH. r ,, DISTRIBUTION---a Cb PANEL \ - - --� V—/ I PANEL BOLTS SO ITHOBASE ANCHOR AT FIXTURES ARE SD 10 DIMMER SWITCH FOR INCANDESCENT LIGHTS WATT, D10 "NOVAO -S AR"C.) �- 0 ` ^ 1 i i 30" DIA. ORIENTED AS INDICATED ON PLAN SERIES. MOUNT INDIVIDJALLY (SEPARATE OUTLETS). Q (� IEy SAFETY DISOONNECT SWITCH - TYPE & SIZE AS NOTED. W Q S __=T __ -4 ---MAIN SERVICE POLE BASE DETAIL. PANEL DUPLEX RECEPTACLE - 15 AMP 120 VOLT. W DUPLEX RECEPTACLE WITH WEATHER PROOF COVER. BELL W NO SCALE 0;WP NO. RCV1-DR, MOUNT AT +18" w Lr`J I I EXISTING POWER METER SPECIAL RECEPTACLE - USE AND RATING AS NOTED. II // O G DUPLEX RECEPTACLE - ISOLATED GROUND TYPE. �_- 1 � _ _� ____ ____.___ _ - - -_ � TELEPHONE OUTLET. - -- - _ _ - -_-, INTERCOM OUTLET. �f 1 I DIVISION OF LOAD LOAD TABULATION LATI U N TOTAL PANEL MAIN DEVICE PANEL �� OTHER BREAKERS c T ' I V NEW BUILDING ADDITION ��{-�� q I I _ BKRS1 P p P E SPEAKER OUTLET, SPEAKER PROVIDED BY OWNER. VAIVlJLX1 OC I I EXISTING SERVICE - PEAK DEMAND IN LAST 12 MONTHS PER PGE)- 198 KW_ LP6 100A 3P BKR 32 1 30A 2P _ _ 8 ASSOCIATES L-- l - ONE FOURTH MAXIMUM PEAK DEMAND PER NEC 220-35) 50 KW LP7 100A 3P BKR 25 1 30A 2P, 1 20A 3P JUNCTION BOX - SIZE A5 REQUIRED. /1ft�.HITEI^TS ------ SUBTOTAL EXISTING 248 KW LP8 100A 3P BKR 28 1 30A 2P (� SINGLE PHASE MOTOR. AI,� LIGHTING - BASIC 39 KW LP9 1000 3P BKR 32 1 30A 2F 8_ I y ------ WH INTERIOR EMERGENCY & CLEANING - _ 11 KW L110 160A 3P BKR 25 (1 30A 2P, 1)_26W 3P ^ THREE PHASE MOTOR. PORTI AND OREGON 7205 { P I LIGHTING - EXTERIOR & NEON _ _ _ 9_KW LP11 100A 3P BKR 25 1 30A 2P, (lT 20A 3P TELEPHONE. 9'268 EXISTING PGE PAD MOUNTED - ® TELEPHONE:156J):200068 TRANSFORMER RECEPTACLES & MISC. POWER _ 47 KW NOTES: MOTOR STARTER. PROJECTOR RECTIFIERS __ 24 KW 1. ALL PANELS SHALL BE 120/208 VOLT 3 PHASE 4 WIRE. _^ T - - i TIMECLOCK - SEE LIGHTING CONTROL DIA SRAM. L EXH. FANS & MISC. MOTORS _ _ 24 KW �C ROOFTOP AC UNITS- a 132 KW C3 CONTACTOR - CHARACTERISTICS AS NOTED. i I - SUBTOTAL NEW — 286 KW- EXISTING UNDERGROUND POWER II I AND TELEPHONE SERVICES TOTAL 7v, - - 534 KW t 1480 AMPS I EXISTING AA ---+ i 0208V 3PH. �- TO REMAIN –L3-��'C J L}�. i i NEMA 3R ROOFTOP GAS FIRED HEAT NEMA 3R _— loot, 3P SWITCH -� ELECTRIC A.C. UNITS. 80AAFUSES WITCH - �--� 80A F''ISES `� 208V 3 PHASE TYPICAL. �) 7 RAC�10 RAC�9 \ RACtµB RAC�11 RAC�12 RAC�13 v ELECTRICAL SITE PLAN , i.- SCALE: 1"=40'--0" 22 KW 22 KW 22AK 22 KW 22 KW 22 K C C Z 0 . NORI H B MAIN rSERVICE PANEL - --- -`� (LESS THAN 25') LP 8 LP 7 LP 6 I --- --- - - - - - - A LP 9 LP 10 LP 11 (LESS THAN 25') A r2000A v 1000A I BUS I /` 18 KWJ 21 KW 22 KW r - ~- l 22 KW 20 KW 22 KW L1a b —� SEE TYPICAL PANEL SCHEDULEI , 1400A I a. ON DRAWING E-5 AND PANEL i DISTRIBUTION PANEL SCHEDULE TALLY ABOVE. I + A- v 1 /I 1000A A �Ml I BUS .� r -��--/-- EXISTING W.H.M. 0- 0 (f� 90A 3P SPACE I �_. . �..__-- FEEDERS NOTES - ��..T.r RISER LEGEND __ - 1OPROVIDE NEW CIRCUIT BREAKERS, SIZE AS SHOWN, IN EXISTING ITE MAIN SERVICE PANEL. j BREAKER AIC RATING SHALL BE AS REQUIRED TO MAINTAIN 42,000 AIC U.L. SERIES RATING SOLID LINES INDICATE NEW ( o � 225A, 4W: 4-300 MCM AL, 3" C OF PANEL. MATERIAL SU13MITTALS SHALL. INDICATE BREAKER AIC RATING. V -- DASHED LINES INDICATE EXISTING 225A :)P 90A 3P 90A 3P 225A 3P J PROVIDE NEN CIRCUIT BREAKER, SIZE AS SHOWN, IN EXISTING ITE DISTRIBUTION PANEL. IEXISTING PGE O BREAKER AIC RATING SHALL BE AS REQUIRED TO MAINTAIN 42,000 AIC U.L. SERIES RATING 0 INDICATES EXISTING LOAD �- - -� -O -" /- 0--'r- - -♦ SERVICE FEEDERS �� / t00A, 4W: 4 #i AL, 2" C. - B OF PANEL. MATERIAL SUBMITTALS SHALL INDICATE BREAKER AIC RATING. ( 90A 3P I / ,\ l / \ I /' •� / \ U 90A, 3W: 3 #2 AL, 1.5" C. O3 PROVIDE ENGRAVED NAMEPLATES FOR NEW BREAKERS TO IDENTIFY USE AND LOAD SERVED. I �-- - _ ,-o 0- --� 0- n RUN FEEDERS ABOVE PROJECTION MEZZ CEILING IN EXISTING BUILDING AREAS. PROVIDE PULL BOXES ALONG RUN AS REQUIRED. �\ - O 24"x24"x6" J-BOX PROVIDE COMPRESSION TYPE CONDUCTOR TAPS PROPERLY SIZED AND I 9oA 3P 90A 3P t I 2 INSULATED. I ��- EXISTING 1000A FEEDER ( �� L _ - - -- - -- - - - - - -- - — - - �- - - -- ---- - - -_ - - - - - - - V _ - BAISLEY—MCNEES & ASSOCIATES, INC. 120/208 VOLT 3 PHASE 4 WIRE RISER DIAGRAM ELLCTRICAI. EN0) 231 192J SE . OR 7214 T�NphoM: (SCS) 2J1-7825 PortlanG, OR 9721♦ 1 4-E..rMIT No . E1Pt '`�I NO SCALE 22 OF 27 NNW- Rlnw.,,.R ' .. .. _...-...._...."„,,...-_-....._. -__....-...w.........+-._.,. _.�.•-r: _ �, ... ..��..w��wll/ ��rU �....++...r....."......d`:,o--•..- - .. ! M j,I,li 11,1111 ,tr�rlr rtrlllr ,111flI IIII111 1lIII�I I�11111 11111'1 IIIIIII I)Ill�t tlII11 IlII11, IIII111 1lfllll IItI1lI 1lIIIl1 Itlllll ,tllll,lrlllllllfllltltllltltt,lrllltlrltltlrtt � .._.,."...__.._..,,..... .-. NOTE: IF THIS MICROFILMED I 2 3 4 5 8 7 8 9 10 11 12 —--+. DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THIFQUUALITY OF THE ORIGINAL OE 62 92 12 92 SZ 42 EZ 22 12 OZ 61 91 LI 91 SI bl EI !1 I1 01 6 9 L )rplul,h uln„hnrl,nrl►,►dnn6mlr,nlnl{Int{hu,l„nlunh,uhu,lunln{,1.{tlluulutth{nlultl{{ulunit{nIIIIII{II,IIIIII{N{IIIc{a1Mt)Inttllttthuth{ultlLduulutdtnthn{htNlutdu{tINNInNINuIII1lI111tIlWllltl�tlllll!!ul!l�1I1111I11{1I1111IlLUIIIN APRIL 11 1991 A. Z-) PR TRASH COMPACTOR NOTES 11. 4 OPROVIDE SURFACE MOUNT NEMIA 1 THnEE POLE DISCONNECT WITH PILOT LIGHT �+ - NEON LIGHTING NOTE (SQUARE D 2510 TYPE KGJ-2B OR EQUAL) AT +66" ABOVE THEATER FLOOR. 011L{ON CONTRACTOR SHALL INCLUDE IN BID COSTS OF PROVIDING I CB) PROVIDE DUPLEX RECEPTACLE (HUBBELL 5252) rOR MAINTENANCE IN SURFACE ✓4h`11-7. ~�S y� BRANCH CIRCUITS (AS SHOWN) AND CONNECTIONS FOR MOUNTED 4• SQUARE DEEP BOX WITH RAISED COVER AT +7Y ABOVE THEATER I FLOOR. '��Q E Mcg INTERIOR AND EXTERIOR NEON/SIGN LIGHTING TRANSFORMERS INDICATED ON PLANS CONFIRM MOUNTING LOCATIONS AND OCPROVIDE NEMA 4 THREE POLE SAFETY DISCONNECT SWITCH (SQUARE D CLASS e�•M•K QUANTITIES WITH SIGN CONTRACTOR PRIOR TO ROUGHIN. 2510 TYPE KW-28 OR EQUAL) AT TRASH COMPACTOR. VERIFY COMPACTOR TYPICAL.. FOR T❑ SYMBOL. N[lN EXISTING EXISTING NEW LOCATION WITH THEATER REPRESENTATIVE � ADDITION BUILDING BUILDING ADDITION `✓ CONNECT TRASH COMPACTOR AND KEY OPERATED 120 VOLT CONTROLS. DATE: 1 4APR89 REVISIONS: I 8112 THWN, 1� 2 GND, 3/4"C.- D I - 5 12, 1 12 GND, 3 RUN ABOVE CEILING OF �-- N IY /1"C. ,2 EXISTING Al 01TORIUM. I PROVIDE J-BOX AT CEILING OF NEW MEZZANINE IIT I I LP11-29, 26-28-30. 1 SII 5#12, 1#12 GND, 3/4"C. III II iT i i iTTTfI Ta"i r7 i7T T.{ YT TiiTi'Ti 7 f ITi77TTii iTiTiT TTi7T7' TrTTa iTiT 1 I .Tr. :�sy rv"rw Cir rrm ca rr rr►-c r rT csss... I l l u.s• e.ei,it.■. slir.. ...�_z. T I/ -' I ....... ! I r T _ .•. _,ase:• •ai •,........ I ii THEATER•8 i • 1 24. ;I � ............. ... .. ... .. .... I I 1 I I III CC I- - - LP8 In�� :� I• I wP 1 •I LP11-16. I I j E5 1 {♦�j� I - - ! I 5 I `� :I I � I I !! ^^ I RAC#10 I I 3 6 12 CONTROL, 1"C. +- I V s 1 1 I- - - LP8-16. CWI RACK 1 J 4112 POWER, , j z WP E51 I LP 11-18,20,2_. ►- 1 LP8-18,20,22. � I •I i 11 I I 4 12 P ER, I I 6112 COINTROL, 1"C I 5 12. VIA, )IFM�t is LP11 THEATER 11 1 I I ! ...................................•YT-i-rTTT1'4--T-FTa T� .rY. 24. 1 VIA XFMR I .asrr.Rrri.�rrrrz-rTrrsrTr,crs Tc1 cr I I c C= I I i T T•-- I i I c .... I c I I utyiusiur .ut'--' 1, T T Ii I SEE AISLE•LIGHT•WIRING, I j: !:� I •• ••••• 3 I ...... . . . .............. 1 •i I SEE AISLE LIGHT WIRING III J 2 1 III I DIAGRAM SHEET E5. I :! I DIAGRAM SHEET E5. III c I 8 2 MASKING MTR. CTR. 20. dl1 1 (TYPICAL). I _ I ;� IIIc MTR. CIR. 20. MASKING _ 112 4 ( ) I I 4 I1I MTR CIR. 22 CURTAIN ( 1 CURTAIN MTR. CTR. 22. - CW SEE DETAILS SHEET E5 I � \_-- `✓ � I `� TYPICAL ALL THEATERS. I _ -- E5 :L-. ---^-- /-�--- -'_'----.-__.__._._-- __---_ -__.__T--....-_'-' • i . •�r'tT-� ----_.7--- _:_._,-- -----'--- -sem -- CURTAIN MTR. CIR. 22. I � 4 1 I 4 \ - �-- MTR. CIR. 22. CURTAIN c �_. MASKING MTR. CIR. 20 c 1 j I I MTR. CTR. 20. MASKING V 2 1 �- t I • I 3 :T •1; i 1 � /; - 18. 2 • �• •T• 1 3 I J .. IITI 1 rrT-r-rc-raT-rn-i-ssr.-m-rcrrra'r-i-rrcrr-rs-r-r-r>r-r-r-rz-r.-i.-+1'i-i-r-rc-ri s I' � j--r-r-rt-rt.-rrrcTT-cv-:rrcrmrrrrrs-�s�s r:-rrrarrrrt-cmrrTs I I 111 I I T �( - - .. I I I V\ I I c I I I ......... ��, I c I THEATER 7 f LP8 (2 CIR.) LPI 1 (2 CIR.) \ i I III _ II z I I I CONCEALED J-BOX & PANEL CIRCUIT 10 CONCEALED J-BOX & PANEL CIRCUIT 10 T T LP10-15. wP t I 5 II-I I FOR MARQUEE SIGN TYPICAL EACH 'HEATER. FOR MARQUEE SIGN TYPICAL EACH THEATER. I RAC#9 I VERIFY LOCATION WITH ARCHITECT. VERIFY LOCATION WITH ARCHITECT. I 3 I 6 12 CONTRO , 1"C. f I I d 1 O I-� 4112 POWER, L - - ,�+-� LP7L16. ------- T ---_- -L i L RAC#1J LP10-18,20,2 . s LP7-18,20,22. wPVN. / i EXISTING RECEPTACLE TO I 4�j112 POWER, / REMAIN (TYPICAL OF 4). I i r J I I I 6112 CONTROL, 1"C. ---- i THEATER 10 I IF I ! II 1 :. � L_ �� -�~- �� T 1 _ J hJ I � ri LP 10 I I i THCI'IvIPSON J. 1 I .• a-c-rrs�s r�-a-c c-rr-rsa-a-n'-rsTti szz-rr.si-i r.i i. � 24. � � � I I --+- T I' L°7 (2 CIR.) LP10 (2 CIR.)�� Tar"'rrz''rT`'�"rrrr`r`c"cra`T`cr'sarrrr`r`' j I I VAIVODA i i 1912 ASSOCIAT S SI I -_ .,. ......•.,.. I� ', • T- •S _ .u:..:�>:__ I ' ARCF-{ITEC S II I _-•_ �. .._-. T � �• •fss•.. ......•. ... II LP7 (1 CIR.) 1 i �1� -- I - I LP10 (1 CIR.) , __ _ AIA I LP7-26-28-30 4 110 & LP10- 26-28--30. 4 10 & I 1010 SOUTHWI,Sl ELEVENTH LP7-29 12" 1110 GROUND, 3/4"C. 1110 GROUND, 3/4' C. L- +12 LP10-29. 1 I IG 1 I PORTLANQOREGON 11)20{ IG ' TELEPHONE 15011220�0i6A j�� `n- CURTAIN MTR. CIR. 22. _ „1 4 MTR. CIR. 22. CURTAIN MASKING MTR. CIR. 20.-� cji I 1 I I INTERrEPT AND EXTEND EXISTING- - I i II I I I .� c 1 - MTR. CTR. 20. MASKING 2 l i I t CIRCUITS FROH PANEL LPN. I 1 11 18. 2 3 I 1 / (TYPICAL 6C'N cAST AND WEST SIDES). I II C Iii m crrsrr r-cT rsTs�-rssTrc crassz r cr r rrn rri c r ra T c l T . I I _ I r rrrrrrr rra r rr ra�rrrrr r cr rrrra r 3 I C III ++T I LP6 2 CIR. I C • T I I I I 11 c III 1 ( ) LP9 (2 CIR.) 1 I I c ..... ... ............... -T r� ....t s _ _,........... I l l LPIi �!1 24. j II \ I i THEATER 6 lily II 612 CONTRO 1"C. I I r 1 - - L.�9-16. I 3 I 4 12 POWER, I I S RA%�18 I r ' ----r- LP9-19.20.22 1 I I- - -- LP6L-16. I I i RAC�111 1 LP6-18,20,22. WP - I I _. _ ..i L` - - _j I I 4#12 POWER, ` i� 5 O 6112 CONTF?�9L, 1"C. I I i THEATER 9 I I I w 1 I I i 1 I I'- I , r4 II I r LP9 I I I n:c n crrrr-:-cscsrc'c:-ss'r>r-r:-csrrrs:::s rl-:� I I - 24. T I I :,z-sr:r,r s c,ii rr,c:r--r rTrtrr I O I I I I I I I � T 4--- l i I I I I I I I I I I1 I .Lis.ty4.�,.r��-_:••••..it1d__.L_S!:ii}i r r•...-.-__ •�• •"_-T_ I ( ' T ��" I:•••..•.•�.•_••.•.• ••• • I I 1111 I ` I I � I I III IIII I I it Q ,yV I � III tea- - I i 04. 1 - POWER PIAN NOTES 1 PROVIDE J--BOX Or WALL BEHIND SCREEN AT +8'-0" APPROX. 30" TO LEFT OF CENTERLINE. i --� •�!` TYPICAL ALL AUDITC RIUMS. I O U MOUNT CONVENIENCE OUTLET APPROX. +24" ABOVE SCREEN STAGE. TYPICAL ALL AUDITORIUMS. I y 3 PROVIDE J--BOX ON WALL BEHIND SCREEN AT +8'-0" NEAR END OF SCREEN. TYPICAL. OF ONE 1 EACH AUDITORIUM. I 1 SEE ARCHITECTURAL. -�� 4) VERIFY LOCATIONS OF CURTAIN & MASKING MOTORS AND MAKE FINAL ELECTRICAL POWER & FOR XF MR LOCATION. _ - __ CONTROL CONNECTIONS TO MOTORS. VERIFY TWO CONTROL WIRES & HOT, NEUT. CONNECTION (TYPICAL BOTH FAST - �-.v,�� I AND WEST). FOR EACH MOTOR. '"^"' n 5 REFER TO SOUND SYSTEM WIRING DIAGRAMS ON SHEET E-5 FOR SPEAKER WIRING. MOUNT - SPEAKER STUBOUT ON BACK WALL AT +10'-0" ON CENTERLINE OF SCREEN. TYPICAL. FPry1, <� WIRING FOR ROOFTOP AIRCONDITIONING UNITS, EXHAUST FANS AND WEATHERPROOF DUPLEX RECEPTACLES ON ROOF SHALL RUN ABOVE CEILING (OR EXPOSED WHERE NO CEILING) AIJD BELOW ROOF DECK. ROOF PENETRATIONS SHALL 9E MADE INSIDE UNIT ROOF CURBS. VERIFY MECHANICAL CONTRACTOR FURNISHED DISCONNECT SWITCH UNDER WEATHERPROOF FAN HOUSING FOR EACH ROOF MOUNTED FRACTIONAL HP EXHAUST FAN. CG PORTABLE CONCESSIONS OUTLET. PROVIDE FLUSH NEMA L21-70R RECEPTACLE AND COVERPLATE (_5 (HUBBELL. 2510A WITH 971 1 1 COVER) AND NEMA L21-20P ',LUG (HUBBELL 251 1) WITH 15' OF -- -v 12/5C TYPE SOW PORTABLE CORD. TYPICAL FAST & WEST. FAKE FINAL CONFECTION AT CONCESSION: - - 5 -� CIR. A-POPCORN WARMER & BUTTER WARMER, CIR. B-POPCORN WARMER & CASH REGISTER, CIR C--DRINK DISPFNSER & CARBONATOR. POWER �c SPECIALITY LIGHTING PLAN - EAST POWER & SPECIALITY LIGHTING PLAN -WEST --- 1� SCALE: 1/8" = 1�_0" - SCALE: 1/8" 1,-0' --- ---- NORTH BAISLEY-MCNEES do ASSOCIATES, INC. ELECTRICAL EN9RI[ERS 1023 9E St** E2 PERMIT NO. 1391.W 9.L - �ry Telephone: 503 231-7825 P wilmd, OR 97214 23 OF 27 "POW +r..n..n 11}') 1 �, �(111211►III111III11111111111I'111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIII121tlIIjllIIIIIIlIIl1I111III If' !11IIIIIIIII111I1I1I111I1I1IIII1II1I1I1IIIIILIIIIIIIIIIIIIIIIIL,211111(IIIIII1IIIIIII►III111I1I. � �.-...,..._ .. _ • '�'D IN NOTE: IF THIS MICROFILMED I 2 3 4 - -- 5 6 - 7 9 9 10 11 12 DROWING IS LESS CLEAR THAN ' THIS NOTICE, IT IS OLIE TO THF QUALITY OF TW ORIGINAL L ORAWINc;. of 6Z 9Z LZ 92 52 �2 f.12 i'Z 12 02 81 91 LI 91 51 bl 61 ZI II 01 { 9 L 9 IS--•,� b c 2 1Not a. ie11I111111111IIIFIIHOiu0IHl1ImIInlihiii1mili1HI1nlllminnnml:m4mIIIIIIIIIIIIIIIIIUIIIIIIII[IIIIIIIII1111IIIIIIIIIIIIIIIIII IIIII iIII Il1�11t1Itill IfitII111111111I114IIIIIIIIIlIII11III11III11Illll]UIIIII III Ifill 11IIIIIIIIIIIIIIWIHNflIlII111hlllllllllllUII111I1111I1WI11H - APRIL 11 1991 PRD (7E) OFS 1.22, OIIROON al 11/y 17, 11410 E_ NEW EXISTING EXISTING NEW AUDITION BUILDING BUILDING ADDITION DATE: 14AFR89� REVISIONS: I i ARCHITECTURAL ELEVATIONS -- , - SEE ARCH --- PROVIDE J-BOX ABOVE CEILING AND FOR EXACT LOCATION & HEIGHT I -- SUFFICIENT LENGTH OF FLEX (OR OF EXIT SIGNS. TYPE MC) FIXTURE CONNECTION TO _ CIRCUITING TYPICAL - +�� EXISTING W1 TO REMAIN ALLOW +4', -4' REPOSIT.ONING TO ( - (TYPICAL BOTH EAST AND ALL THEATERS. ATIr W3 W3 l TYPE C FIXTURES IN CEILING. TYPICAL. ^ W1 WEST). �. +10' +10' - - -" -'- - - PROVIDE 1/8- CLEAR LEXAN PRE FABRICATED -- - -- -- A { Y PROTECTIVE SHIELD, 6'-0" LONG X REQUIRED UP TO L A EX - 1� q AUP TO L SHAPE AT LIGHT COVE & FLOOR TYPICAL AT -7 -.--- LIGHT ABOVE II EXLIGHT ABOVE ALL. COVES.+q' -4' 14. VIA DIMMER10 I J E2-12 -�,1 -- i `--------- -I 22V2 EX E2-12 12V C 0 II II EX i I 1 I I 1 �•oc] ' � I f e. vIA I B 1 CIRCUITING TYPICAL B LP8 n` ° O C O I { i i C y P ALL THEATERS. I DIMMER #11I I ' ^ II / I I ' I { V J { 1 1 8. VIA I / 1 cc cc 11 t I { I I CC DIMMER I TYPICAL GYPBD. THEATER 1 1 i O , ( --J i cc _ _ { I I C I ❑ THEATER 8 ❑ �8 2 DD FASTEN PLACES PER QSHIELD. f -COVE. DD O ❑ ❑ I C III FIELD VERIFY PLACEMENT OF { 1 I j 2 10 I I t FIXTURES (APPROX. 5' FROM I I --- I LLQ CURTAIN) TYPICAL THEATERS I I I I FLUORESCENT - -- - - LPI 1 0 0 1 Q { i - STRIP FIXTURE. �� 12V C O I I 1 6 THRU 11. I { 1 1 C 2 EBU#1 1 B g 1 1 III B B L I LZ� EX EX C O �i _ -------T SCREEN 1 I c -_._ . __-------s- ---.-.------ -- r- LAMP WITH 60W A19 �1 i2� 2 E'_' -12 1 j I I ,- i TYPICAL TYPE DD INSIDE CAVE LIGHT _SHIELD DETAIL x�,2 ' � ;►1 i `_ 11, I THEATERS. DO 0 1 III CURTAINS J DD A SCALE: 3"=1'-O" I q A "j i z ;I� I A A j I I EXIT' AND EGRESS LIGHT --�._. _�/ CIRCUITING TYPICAL _._--_.-- -_-. THEATERS 8 & 11. 1 r i -1 f I ` ER I A A Q I V,2i1112 u1 �1 /ir ! ^ EX JI I i EX' ' E-X-- t-------- -------- ---- I i �..! "212 E1-1 1 12 L CO I C �•c1 4. , ,2 , , E2-,2 I ;IE2-12 }• F3F3 li r3 F3 _` 1 I 1 B B LP7 r' ' /F231 23 i I — I 23 3 ` I 0 C { 1 C 0 THEATER 7 0 1 LP6-25. VIA CONTACTGR 1 I I I I 1 I CCE3, LP6-25. VIA CONTACTOR I -,J 10. D2 I (EAST SIDE) (WEST SIDE) D2 11 { CC I RELOCA?E 3 EXISTING TYPE W1 FIXTURES a REMOTE i CC CC I { i , CC LIGHT rCIRCUITING TYPICAL pe,.LpSTS TO NEW AUDITORIUM EXITS. SEE ARCH. ❑ THEATER 10 ❑ C b I I { I � I � I C ___-- _ THEAMRS 6,7,9,10. - ------- I II { DD ELEVATIONS. TOUCH UP PAINT FIXTURES AS REQUIRED DDI 1 I I FOR SCRATCH/BLEMISH FREE FINISH. (TYPICAL BOTH MOUNT OUTLET BOX ON BACKSIDE I I -CLEANING LIGHT CIRCUITING �- sTHOMPSON OF EXIT LIGHT SUPPORT STRUCTURE , TYPICAL ALL THEATERS. EAST AND WF.ST�. - r I C I I { r- I VAI ON EXIT LIGHT ON CURTAIN SIDE OF I ' III C o 1� ----- (/� / ON NIPPLE T ON CURTAIN SIDE O OUTLET X ' I { I I i B ------ - �1- O ---�� \ �J �� o � I I �'1 LP10 B B 1` � I { ��--- ASSOCIATES F.SRREQURREDPTOVD NG EAR CURTAIN -- t III ! B 02 , \.� /r Fir - D2 .. .. G I n� I E2-1�- _..._ I I i { (� I ARCHITECTS PLEATS. TYPICAL THEATERS 7 & 10. I 1 I ; I E2-12 ; O q6 O O', I I,i I--- AIA III 0 C tI I r /- INTERCEPT AND EXTEND EXISTING EX -;--- " '-- - - �� -`- I II I L I I I - CIRCUIT, (VERIFY LPX-14 EAST) I I 1 ` 1 �1� I 1010 SOU -)RF ELEVENTH i li) 1 I EX i (VERIFY LPX-16 WEST) L i �2 I REMOVE EXIT & TURN OVER TO OWNER. --•� ( D2 �' PORTLAND,( 97205 D2 \ I _ p2 (TYPICAL BOTH EAST AND WEST). Q i A A IX 7 '� TFLfP/ NE:1S0)L I20Oi66 s EX A 1� �- vr-. ' \ CC I 1 + I -+ , W1 W1 I A -_ _ - .1 - -JIT CC —y 4-1E- `\ ---� L -_ i --- _ 01 _ D 2 I, I i I 1 1 1 EBU{�6 I i INTERCEPT & EXTEND CONDUIT & 12V WIRING FROM EXISTING 1 I D2 I I I I I SEE 1/E3 FOR CIRCUIT - I I E2- 12. _ i ER FIXTURE, DISCONTINUE 120V WIRING. REPLACE LAMP IN --t --- '---'- '--'-'`41 I I I CONNECTION. I I 12 1 = s j EXISTING ER FIXTURE WITH 12V 12W HALOGEN LAMP. �� r I C O I I I i I i j OC EX I G �i (TYPICAL BOTH EAST AND WEST). i D2 1 _ - E2-12 G I I t i D2 r' 1 j B 2#10 TO B LP6 i % 11 O )- - 0 '` - - __---- i O B III i l 1 I I EBU#6 I,, , f1127. I - -- -- - - ' 9 O C 1 1 I I I I I CC CC 11 I 11 EBU#6 ` LP6-26,29 VIA E1-12 I cc CC E1-12HTS LP6-26,2.9 VIA l_ THEATER 6 ❑ gyp I _ CONTACTOR (EAST SIDE) I ❑ THEATER 9 ❑ C c ❑ i pp EXISTINGTO DON. WN LIG OF 2. CONTACTOR (EAST SIDE) DD i 1 { O U 1 j I (TYPICAL BOTH EAST AND WEST). { I 12V I D2 - - O o C 1 1 { I I I ;1110 I Z { 11 C O O I I CC - I I J' cc J ,`i 1 LP9 B e I { O 11 1 B B I L I i i L 11 1 -;v_ I G I E2-12 ®T I 14 C 0 I II i (D C X10 1 � G D2 p` _ -*--'---*-'-E EX 1 Q 12V r -•_`____.__ -- 1 Ek 1 j I I ► {�,O f -_ _C2-12 D2 c' I A A ,/I VIS I I I EX A q I I� ta- Alk 'dh 4. 1 - -�4. " T EXIT & EGRESS LIGHT W, 1 W1 I CIRCUITING TYPICAL L1J l{ L` -__Lj THEATERS 6,7,9,10. I EMERGENCY BATTERY UNIT. 120V AC N0. INDICATES THEATER 02 J 2. D2 INPUT, 12V DC FOR ;10 MINUTES - PANEL SOURCE. E 6 (MiNUMUM OUTPUT). EX I EX /� -- 0 0 _ X vv_ BRANCH VERIFY ROUTE FOR THESE - PANEL CONDUITS WITH ARCHITECT. - - _ 120V AC EXIT SIGN WITH UC LAMPS, CONNECT ON EMERGENCY BATTERY -CIRCUIT BREAKER UNIT AND AC LAMPS CONNECTED WITH HANDLE STOP ON 120V BRANCH CIRCUIT. EMERGENCY LIGHTING SYSTEM- DIAGRAM 1--� NO .)'GALE -------- TYPICAL - ,- LIGHTING PLAN -WEST- LIGHTING PLAN - EAST ( 2 - / --- -- - 1 � SCA1_E: 1/8', SCALE: 1/8" = 1'-0" J/ BAISLEY—MCNEE_S do ASSOCIATES, INC. E3 EL[CTItlCAL [NLfINE[lt3 1923 SE Stork SUM! NORTH TNphorn: (503) 231-7025 Portbnd, OR 214 PERMIT NO. 891:591 24 OF 27 •—�1 ) J 1,11 Eli 111 TIL 111 TIL 111 TIL 111 1I1 111 TIL 111 111 111 111 111 lip III III 111 111 111 II 11 ,I 111 Illplll III ILL 111 111 ILL 111 111 III IIII111 lllllit 11111111111111! llllllltlllllll { 1 � 1 { 1 1 1 { I f l ( 1 J 1 t 1 1 I � I • I 2 3 4 5 6 7 P 9 10 1I 12 PATE: IF THIS MICROFILMED h DRAT IN:; IE LESS CLEAR THAN J T141S NOTICE, 1T IS DUE TO THF QUALITY OF TW ORIGINAL - --- -- DRAIINr,, OE 5? 92 LZ 9? sz fz Ez 2? 12 oz 611 91 LI -91 -81 61 IF 91 _-11 - 01 6 9 L 9 s b Ie. z I"•„” in111111111111H11i'n11nulHtllN1111111111111111111IN1111111N11uu111nI1u111H11111111111111111.11111111111t111111111111111111111111111111111111111111�IN11111111'•'41111111111111191111iuuhullu11hi11�1111111utLULlulllnnlll{IIn1LIN11�N1fIN1111UdnIlUllIIllNIHHlIN1�IWluli a APRIL 11 1991 i ' r rGINeP 11.224 4 r, A D r rA 14." DATE: 14APR89 REVISIONS: El ON. STAIRS TO S3 _ E1-8 — _ ON. STAIRS TO S,; 12V 12V L - L 1 EBU-11 M EBU-8-- LP8 r5 ' - -PEF--15 THEATER 8 PEF-12- I - _ THEATER 1 1 I 5 Z I I LP11 n EBU-1 1 LL I� ' t2v 12v E1-8 i 0 _ E1-8 -- n L LR LIR I. 88 12V THEATER 2 THEATER 1 THEATER 3 2�j 12, 12V, TO EBU AS INDICATED, / -1— r EBU AS NTYPICAL. AS INDICATED, TYPICAL. J1 Z EBU-7 I 12V T LP7 I I PEF-14 THEATER 7 PEF-11 THEATER 10 N L4 I I NT _ M I I 5. LP7-1,3, y{} I C- - LP10-1,3, N 3#12,1/2" w 3#12,1/2"C l I - 3 DN. - - - - - --- -LP,O- 3 - I I� i I� -�_.____.._ _�I1 •-- _ __ (�— _-- -.�— 1.------==-= I'.—.--.--. F ��I —EBU--10 - - LL ----�I I I \ / J II j �1 6 12,3 '14"C � c r--� -, - \ � si�12,3,4' i Tf M'vIP.7�,.11 v / REPLACE SINGLE POLE - REPLACE SINGLE POLE I LR I I SWITCHES WITH THREE i - ) ASSOCIATES CO C �1 WAY SWITCHES. SWITCHES WITH THREE (� J I�1 LJ SWIVTC 40 -#i EXISTING WAY SWITCHES. i HE6 LR I ARCHITECTS FW T if EE-WAY L I I I I EXISTING MAIN SERVICE 'DISTRIBUTION PANEL I � I ( I L � AIA REPULL 6#12 THWN - c .REPULL 6#12 THWN I 1 �. _ # PANEL DISTRIBUTION .SECTION I IN EXISTING CONDUIT. I 1 IN EXISTING CONDUIT. luso 5!1UTHWEST ELErE+vTH I CT SECTION I PORTLAN[AORY,01%97205 I TEIAPI-10Nf 5011120.06411 EBU-6 - - j LP6 5• II 3 _- 3 ! I II Cl.: s 1 I I C__ / _._. S- 1� l THEATER 9 THEATER 6 ❑ I TO NEW-y LL DN. --- -�`- v- M 7 11 L -- PEF-10 r--- J Cd_ L I I - - - -- -- ADDITION I ADDITION -- ---I O1- Clh� �— I ROOF MOUNTED PROJECTOR EXHAUST CONTACTOR FOR CORRIDOR LIGHT I CONTACTOR FOR CORRIDOR LIGHT 5 I FAN (PEF-13) 1/2 HP 120V TYPICAL OF rr�I -- -E1=� CIRCUITS SEE NOTE CL ON PANEL CIRCUITS SEE NOTE CL. ON PANEL - -- -- PEF-10 THRU 15). SEE CONTROL DIAGRAM SCHEDULE LP6 (SHEET E5). II Q (� SCHEDULE LP9 (SHEET E5). - ---LP9 1/E5. !` 12V I I E1-11 EBU-9 Z D 12V O L -.�.. DN. IFI DN. } -- - L �--- I 6-30. II — � - -� I LP9- I Z THEATER 5 3 I 3 � THEATER 4 0; 3#12, 1/2°c, :;,y12. 1/2"c. CONNECT 120V 1/2HP TRANSFER CONNECT 120V 1/2HP TRANSFER ^ F FAN (SF-4). AN (SF-3). L.J PROVIDE MOMENTARY CONTACT SPDT PROVIDE MOMENTARY CONTACT SPDT SWITCH FOR CONTROL OF CONTACTOR SWITCH FOR CONTROL OF CONTACTOR CL. HUBBELL 1557-1 OR APPROVED. CL. HUBBELL 1557-1 OR APPROVED, LABEL "FAR EAST LOBBY LIGHTS". EXISTING FIRE - LABEL "FAR WEST LOBBY LIGHTS". ALARM PANEL - __--- - EXISTING PANEL LPB EXISTING PANEL LPA LLJ - s _ - EXISTING PANEL LPX EXISTING PANEL LPN — CL EXISTING TIMECLOCK & -� CONTACTORSJL- - ' 5 � MEZZANINE_ POWER & LIGHTING"' PLAN - 1_, SCALE: 1/S" = V-0- NORTH BAISLEY—MCNEES do ASSOCIATES, INC, 1 ELECTRICAL ENGINEERS 1923 SE Stark Strom Telephone: (503) 231-7025 Portland, OR 97214 4 PERMIT NO. 891 391 25 OF 27 as01 Rill s+r I1I1 I1tIII 1 1 1 11IIIII1 1I 1 1 1 1 1� II11111.1 1 1' II 1 1 1 1) III 1 1 1 1IIII.' , I11'( , I 1 Jill ! 1 1 1 1 I I I I I I I 1 1 1 1 I I 1 III I - . 11111 III III�IIII � IIIIIII � IIIIII � II01111 , � 11 , I , I , I , I , I , 1 �.•..._.. `,,, —�, 2 3 4 5 6 7 _ P 9 I 11 12 f ry NOTE.: IF THIS MICROFILMS[ _ -.� DRAWING IS LESS CLEAR THP'r, - THIS NOTICE, 17 IS DUE TO THE VJALIIY OF THE ORIGINAL DRAWING. _-- - _ _ _ ----- ----- __-----_—^---- b �E 62 92 Lz 97 Sz 4z Ez zz IZ 02 61 01 LI 91 91 bl EI 21 ,1 11 01 6 9 L 9 (s 6 E 2 1NuIM - ir1,11111111111111111111111111111111111111111111111111IIInI111111N11111I�11t111ItI•INhIl111nlluuluulnulln11n1IIInIIInIIInllul�Inuhnllln�Inllnnllin11u11uul1uUnnllnllunlln111o11u1�UulllnhlHlnnlunh1,111w1U1�li:!tlll�ublu�l�ulnnlnnl�l�lbnl APRIL 11 1991 r�- VOLTAGE: 120f 208V 3PH 4 WIRE J LOCATION: PROJECTION MEZZANINE v 11c.4�1 >t- Lr � MOUNTING: SURFACE __ _ __ _ CIRCUIT LOAD CIR. CIR. - LOAq CIRCUIT - - s S S S orar(A.�N DESCRIPTION _ WATTS BKR NO. M 2. BKR WATTS DESCRIPTION O O H5 BOOTH LTS. _ 150 20 1 A 2 20 500 EXIT EGRE_S_S_ LTS. HS ZONE DESCRIPTION 1 2 ��rr 1 FACTORY ASSEMBLED UNIT WITH TRANSFORMER AND ---- - - 600 CLEANING LTS. HS _ _ SECONDARY CIRCUIT BREAKERS. UNITS SHALL BE SIZED _____ __________-_----_----- --1 PW BOOTH RECEPT. 300 3 8 4 _ __ S S �0 E. ACCORDING TO LOAD AND NUMBER OF RUNS IN AUDITORIUM f - - --SECONDARY CIRCUIT BREAKERS, PROD. EXH. FAN PEF-12 700 5 C 6 SPARE _ 1 SMOKE DETECTORS -- S S -_- - - - OR STAIRS. ENCLOSURE SHALL PROVIDE OPENING AND I - 24V SECONDARY � NON—INTERCHANGEABLETYPE. -----�-- - SPACE ON SIDE FOR FIELD INSTALLED DIMMER SWITCH. - -I FOR AUOITORIUMS / PW SPA_5_AUTOMATION _ 600_ 7 A 8 1275 DOWN, SCREEN LTS 8,C DM 9 EXISTING --- I I PW PROJECTOR MOTOR 600 9 B 10 500 MARQUEE�TRY LTS�D N0. 12 WIRING IN 1/2' CONDUIT. PW FILM PLATTER_P,ECEPT.- 400 1 1 C 12 5_00_ AISLE LTS. T -- L I PW AMPLIFIER RACK 800 13 A 14 600 WALL SCONCE A DM F F -� - _-- --- _ _ - - �� QAfE: 14APR89 120V CIRCUIT I I I _ __ PW AMPLIFIER RACK _-_ - 800 15 8 16 200 ROOFTOP HVAC RECEPT. (3 �I 4 ) RE�/1510NS. FROM LP I I ,4, I _- --- = -`� 24V AISLE LIGHT STRIPS PW AMPLIFIER RACK _800 17 C 18 400 SCREEN RECEPT. PW JJ u -- _ PW AMPLIFIER RACK _ 800 19 A 20 800 _MASKING MOTOR PW -- 2 MANUAL STATIONS ^--- -SFJ SFJ _ _ - I L-------- --�� 30 21 S 22 8�0 CURTAIN MOTOR_ PW I - I - PW LAMP RECTIFIER 4000 /)P 23 _C 24 600 CLEANING RECEPT. HS I 4 EXISTING-� i TRANSFORMER - - - -- CL LOBBY COVE LTS F3 - -46C 20 25 A 26 1050 LOBBY LT'S. �4-G & 3-D2 CL PROVIDE 600 WATT WALLBOX LOW VOLTAGE DIMMER SWITCH I SIZE AS RECUIRED - ,- - ICE �O (PRESCOLITE DS6-LV OR APPROVED) MOUNTED IN OPENING I __ ______ I HS LOBBY CLEAN LTS 3-CC 900 27 B 28 SPARE ON SIDE OF ENCLOSURE. ADJUST LIGHTS TO LEVEL AS I _ I CL LOBBY DOWN LTS �8-D2 1200_ r 29 C 30 1200 TRANSFER FAN DIRECTED BY OWNER AND REMOVE KNOB AND STORE IN I SPARE 31 A 32 SPARE _-_-_ _- ENCLOSURE. I -J SPARE 33 B 34 SPARE - SPACE 1 SPACE 35 C 36 - _ - ----_ _ O SPACE _ 37 A 38 SPACE _____ 5 6 SPACE - - -- 39 B 40 SPACE.- -- SPACE �_ 41 C SPACE - 3 DUCT SMOKE DETECTORS ---- 42 AISLE LIGHTING WIRING DIAGRAM -_.T CONNECTED LOAD WITH FUTURE 21.5 KW_j EXISTING NO SCALE SCALE ----_._-. PANEL SCHEDULE NOTES 4 WATER FLOW NO w - CHANGE J c WALL DM = CIRCUIT VIA OWNER FURNISHED DIMMER MODULES (i 1 I-{ � ) REPLACEABLE LAMP IN HS _ PROVIDE HANDLE STOP ON BREAKER Tr PREVEE" ACCIDENTAL SHUTOFF OF I _ 1 w d SOCKET CRITICAL LOADS (EXIT/EGRES`, LIGHTS CLEANING LIGHTS & RECEPTACLES, ETC.) < LENS CAP - F ---- ----------- --_- O 08 Q � Q PW = RUN CIRCUITS VIA PROJECTOR WIREWAY AND/OR AUTOMATION EQUIPMENT. 7 r- TWO CONDUCTOR STRIP VERIFY WIRING CONNECTION DETAILS WITH AUTOMATION-PROJECTOR SUPPLIER. v WITH TAPE FIRE ALARM PANEL _____--- ;� ---- -- - -- - -�------ - H � (� w EXTRUSION - CARPET BY OTHERS --� CL = PROVIDE 20 AMP 4 POLE MECHANICALLY HELD 120V COIL CONTACTOR (SQUARE 'D' = CLASS 8903 TYPE LXG-40 OR APPROVED) FOR CONTROL OF THESE CIRCUITS. i __�--_ -__f 8 EXISTING--------- „j FLOOR CONCRETE SCHEDULES FOR LP7 THRU LP11 ARE SIMILAR TO LP6 ABOVE (CIRCUITS 1 TO 24). - -- -J w �- I I I IO I I I I I I (I I I I I I l I I I I I I I SCHEDULE FOR LP9 IS SIMILAR TO LPG ABOVE (CIRCUITS 25 TO 42). - 7 FIRE ALARM_- SYSTEM DIAGRAMWA& w Q � ALLOWANCE FOR �--- NO SCALE PROVIDE �- GLUE 'HALL COVERING CD^ CONTINUOUS GLUE BFAD ALONG C FIRE ALARM LEGEND THIS EDGE TO INSURE WATER NOTES. '- - V TIGHTNESS S SMOKE DETECTJR - (NUMBER INDICATES ZONE) CEILING Q OINTERCEPT EXISTING ZONE 1 SMOKE DETECTION LOOP AT EXISTING Q MOUNTED "UNIZATION TYPE DETECTOR. SIMPLEX 2098- W \J PROJECTION BOOTH 2 & 4 AND EXTEND TO NEW DETECTORS. 9544 WITH 2098-9637 BASE. _ CARPET TO WALL PROJJECTIONINTERCEPT EBOOTH 3 &XISTING E5IAND OEXTE D TO KE DETECTION NEW DEFCTORSLOOP AT STING Z � MANUAL ALARM STATION •- (NUMBER INDICATES ZONE) CC CARPET TO CONCRETE CW - (� -- SINGLE ACTION STATION WITH BREAKGLASS ROD, RECESSED r ^ RELOCATE EXISTING FAST EXIT MANUAL STATION TO MEZZANINE PULL LEVER AND KEY LOCK FOR RESET. SIMPLEX 2099- V 1 EAST EXIT. INTERCEPT AND EXTEND ZONE 2 MANUAL STATION 9201. MOUNT AT +54" WIRING TO RELOCATED ST41"ION. © DRY 'HYPE CONTACT iN DETECTION DEVICES FURNISHED UNUcR w ORELOCATE EXISTING WEST EXIT MANUAL STATION TO MEZZANINE ANOTHER DIVISION. VERIFY QUANTITY AND LOCATION. n� Q AISLE LIGHTING DETAILS WIRI EXIT, INTERCEPT AND EXTEND ZONE 2 MANUAL STATION L1_ WIRING TO RELOCATED STATION. -� ALARM HORN WITH INCANDESCENT' FLASHER AND CODE 3 � �-�- TEMPORAL PATTERN. FLUSH MOUNT +108". SIMPLEX NO SCALE ` ' - O INTERCEPT EXISTING ZONE 3 DUCT SMOKE DETECTOR LOOP AT/NEAR 2903-9005 WITH 2901-9838 HORN. � O RAC #2 & RAC #4 (OR OTHER CONVENIENT LOCATION) AND EXTEND O 0 TO EAST ADDITION NEW DUCT DETECTORS. ® END-OF-LINE DEVICE FOR LINE SUPERVISION. MM r(n O6 INTERCL"PT EXISTING ZONE 3 DUCT SMOKE DETECTOR LOOP AT/NEAR l_U v , RAC #3 & RAC #5 (OR OTHER CONVENIENT LOCATION) AND EXTEND TO EAST ADDITION NEW DUCT DETECTORS, 1:20 V - 60 HZ HORN EXISTING "j am O INTERCEPT EASTRALARM HORN TING HORN NEAR BOOTH 4 ✓� TAII �/�JLJ� -___--_--- - --- � L 'LP' PT ALARM HORN CIRCUIT AT EXISTING HORN NEAR BOOTH 5 ` ,^`ASSOCIATE _ 20 A BKR IN PN ASS'OC -- O ANDRE TEND TO NEW WEST ALARM HORN. r _ LIGHTING FIXTURE SCHEDULE__ CIR. 5 - PROJECTOR OR I -------_ ARCF-iiT T - X12 WIPE / :,PAS AUTOMATION. " TYPE MOUNTING THROUGHOUT I ---- 1010 bOUTHw%VT FOVENTH MANUFACTURER AND LAMP TYPES REMARKS �a?H i ,-AUXILIARY CONTACT N LAMP INDICATOR , I / PROJECTOR LAMP CON7R01. , LAMP 9Y OTHERS I PC)RTIAND,OREC,oN 9%los z ; Z CATALOG N U M D ER GENERAL ELECTRIC r AUDITORIUM w (OR AS NOTED) I TELEPHONE i50Tt 1H)-Otbhtl NON-SYNC. JACK INPi.T FOR THEATER 6-11 WALL �'OUNTEG C) " I 0 W. (OR APPROVED EQUAL) I ___--__---__ _____-_------------_-- AUDIO J-BOX. CAT.M 300-28-LD. I N BACKGROUND MUSIC CONNECTION. -- RACK. PROVIDE SOUNDOUER U Ln W -- ---.-- j WOZ > ZJ � WQLjZO Z v a U _3 x U z Q w - - .-- I 7 9 _ -I - PROVIDE. OFF DELAY �ACLEL -r- liLLJ LJi Z 3 c)) 3 N w d U)) V) m _- 12"XI 2"X6" I 6 - WIREWAY W A19 AUDITORIUM WALL SCONCE - 5� NEMA-1 I TIMER, SET AT 10 MIN. RACK 1 -^J A • • 2,8 AINSLEY 2518-WM (CALL 503-297 8888) 60 - ---- AUDITO_RIUM DOWN LIGHT _ 75 HINGED COVER - I 5 8 - 1 MICROMATIC CAT. �SS16822N P P AM R P DIbtM1=RS B • • • • LITHONIA LP-RC.-2A J - 75 ER 30 __ _ _ - _ J-BOX -'i 1) 4 I N Cl \ 3,4 LIGHTOLIER 1202P1-1222 SYLVANIA 150 PAR3B/CAP/F AUDITORIUM CURTAIN SCREEr,, LIGHT 120 PROJECTION BOOTH C • • • • - MVR 250 U CLEANING LIGHT __ __ 'U0 _ I I I I CC • • • • 19 MARCO LS 617848/41-PP O -- --- -„� 2 3 Goa - -- `' �^ PRUJECS ITCH. S'i FAN 75 R30 FL DOWN LIGHT - 75W FLOOD- _ - PROVIDE NEMA SIZE 0, AC SEE PASS SWITCH. D1 • • • • 19 LITHONIA RISAC -�- 5� I , � MAGNETIC CONTACTOR W/120V � � SEE WINING DIAGRAM 150 R40 SP DOWN LIGHT - 150_W SPC,T__ - 1' f-`-- -- D2 • • • • 19 LITHONIA R7AC - �- - - _ PROJECTOR EXH. FAN I COIL, OPEN CONSTRUCTION, SQ. D PROVIDE FLEXIBLE STEEL CONDUIT 7S R30/FL DOWN LIGHT -_75'IN It' RATED /� I c c CONNECTIONS AND WIRING TO PROJECTOR PROJECTOR SWITTYPE ' FOR DD • • • • 19 LIGHTOLIER 11001C-1113 _ _ BY-PASS I I I CLAS_ 8502 TYPE 580-5 rT EMERGENCY BATTERY UNIT -12V DC OUTPUT 200 D I sw. Sg I I I I FOR AUDIO CABLES, LAMP RECTIFIER, ppb i TYPE 'P LIGHTS. EBU • • • _ 20 EXIDE G-240-12 TYPICAL THEATERS 6 THRU 1� NON E0T6.5 F EXIT SIGN - BLACK HOUSING 40 AC 13 D I 11-- FAN MATIC SEQUENCE CONTROL, EXHAUST 6,1 7 LITHONIA _XS 1 G-04-L 2 O - -- ------ - - _ TAN CONTRC_, PROJECTOr�, ETC. 1 I 1\ EX • - • • _ gW 12V t 391 CP SINGLE EGRESS LIGHT HEAD DC -� - ROa TOP PROJECTOR EXHAUST E1-8 • ,>~ • • • 6,18 EXIDE RH812 ON CP 1 MOUNTING PLATE - 16 DC I L_J I L_ --I FAN FURNISHED BY MECHANICAL tln • • 6,18 EXIDE 2 RH812 ON CP2 MOUNTING PLATE ;?W82V12352 CP CP SNGLEEEGRESS LIGHT HEAD E2-8 • 391 - EGRESS`-- _ �---- --- -- _-` -- -- J CONTRA17TOR TO HAVE INTEGRAL I•"� - +H • • • 6,18 EXIDE RH1212 ON CPI MOUNTING PLATE _ LITH D _,J 12 DC THERMAL OVERLOAD PROTECTION. E1-1 • __ 24 DC LAMP FILM PLATTER 0 ,r 6,18 EXIDE (2 RH1212_ON CP2 MOUNTING PLATE J 2 12W 12V 2352 CP DOUBLE EGRESS LIGHT HEAD - 12 OPTIONAL FILM RECTIFIER (TYPICAL) w 13-1 O • • _--- -- PLATTER I_CCATION. ER • �* • • 16,19 LITHONIA ELA FRK 12 V- ` _ - WITH FIXTURE - - RECESSED EGRESS LIGHT _ - WITH FIXTURE SURFACE EGRESS LIGHT _ 12 ® L_] WORK KE'( FOR PROJECTOR BOOTH PLAN VIEW do ELEVATION ES . ,« • • l6 LITHONIA ELA SQR 12 V ��_ _ _ PROJECTOR EXHAUST FAN CONTROL DIAGRAM _____� F2 • • • `" _ ^� _-, F40 & F30 SP35 RS WM FLUORESCENT COVE VAULT 10 FT � 00o OWNER FURNISHED, INSTALLED ANU CONNECTED _5,6,7 LITHONIA S14U HRS, X130 HRS � -� - � _ coc OWNER FURNISHED, INSTALLED AND CONTRACTOR CONNECTED F3 • • -• 6,2 LITHONIA _Si40 HRS, S130 HRS - _ F40 & F30 SP35 RS/WM FLUORESCENT COVE-VERTICAL _- _ 10 FT No SCALE TYPICAL OF 6 LOCATIONS occ OWNER FURNISHED, CONTRACTOR INSTALLED AND CONNECTED - 150 A19 _ WALL SCONCE - --_^ _ 150 ccc CONTRACTOR FURNISHED, INSTALLED AND CONNECTED C G • • • 2,8 'VISA CB 322 _ - 2' F40 WW RS/WM UTILITY FLUORESCENT 80 cco CONTRACTOR FURNISHED & INSTALLED AND OWNER CONNECTED _ L • • • 15 LITHONIA LEI 240A--ES - - _. --L- LR • • • (120 2 F40 WW RS WM UTILITY FLUORESCENT WITH RE_D_SLEEVES _g0 NOTES: ALL UNE VOLTAGE EQUIPMENT VOLT S GREATER) WIRING AND _ 15 LITHONIA LB 240A-ES �� PROJECTOR WORK LIGHT_ !_ _ 50 CONNECTIONS TO EQUIPMENT SHALL 8E BY CONTRACTOR. p • • • • 10 SWIVELIER 2'2011-WT WITH LEVITON 691 _ 50 R30/ LD - LOW VOLTAGE AISLE LIGHTS 1 FT LOW VOLTAGE SPEAKER & AMPLIFIER AUDIO CONNECTIONS AND T • :« 11,12 AISLE LIGHT - SEE SPEC. SECTION 16502 WITH FI -- - �� PROJECTION BOOTH PLAN VIEW LOW VOLTAGE AUTOMATION CONTROL CONNECTIONS TO Q EQUIPMENT SHALL BE BY OWNER'S TECrINICIAN. - -70-VEA - OSRAM HQI-TS 70 WOL WALL LIG'a L - EXTERIOR AIM DOWN 100 NO SCALE TYPICAL OF 6 LOCATIONS Wi • • • • 14 MIROFLECTOR MIRO T _,r -_____ - W3 • • • • - HUBBELL N_RG-_126-4 `-__ 26W QUADTUBE (INCL.) MOUNT +8'-6" TO CENTER______-- _30 LEAVE 7.5 F1. LONG TWISTED PAIR SPEAKER WIRING NOTE: • ,a RELOCATED EXISTING LUMINAIRES & POLE _ LU 400 _ SEE POLE DETAIL = DRAWING E1 - 960 TAILS FOR SPEAKERS (TYPICAL - LU 250 300 OF 3 PAIR). SPEAKER WIRING SHALL BE STRANDED COPPER BB • • • 13 1 EMCO_SHEB-2H-250S 1 20_WH - - -- BEHIND SCREEN CODWITH 7H WI INSULATION (SIZE AS SHOWN) COLOR CODED TWISTED PAIRS (12 TURN:; MIN, PER FOOT) X NUMBERED AT EACH END. S --SPEAKER S1'UBOUT W (W/BUSHING) AT +10'-0" ON .J FIXTURE SCHEDULE NOTES BACKWALL ON CENTERLINE - CL OF AUDITORIUM. SPEAKER WIR:NG TO BENIN .,� - LEAVE 10' TAILS- SURROUND SPEAKERS (TYPICAL_) SCREEN-SEE DETAIL 3/E5 1. COORDINATE ALL I-IC14T FIXTURE LOCATIONS AND MOUNTING HEIGHTS WITH ARCHITECTURAL CEILING PLANS AND WALL ELEVATIONS. AT EACH SPE1.KER SEE DRAWING FOR i LOCATION. QUANTITY & LOCATIONS.- TO PROJECTOR 2, VERIFY HEIGHTS AND LrOATIONS WITH ARCHITECTURAL ELEVATION SHEETS. ,-l- LIGHTING RECEPTACLE, CURTAIN PROVIDE LE 1 EC SINGLE OF EXHAUST FAN X TION C-C 3c C-W THIS SHEET. G; NOTE: & MASKING BRANCH CIRCUITSBEHIND SPLIT DUPLEX REG. IN CABINET -- r 3. PROVIDE MOUNTING AND CONNECTION AS SHOWN IN SEC F- - AND CONTROL WIRES TO BEHIND FOR AMPLIFIERS (ONE PER _J - PROVIDE 6 X10 L__J KEEP ALL WIRING RUNS SCREEN. SEE POWER PLAN AMPLIFIER AMPLIFIER CIRCUITI LABEL_ - 2'-0" �--TO HOUSE, SCREEN, WALL 4. AFTER INSTALLATION OF SCREENS AND CURTAINS, ADJUST/AIM FIXTURES AS DIRECTED BY OWNER AND ARCHITECT. (3 TWISTED PAIRS), �, MIN. OF 2'-0" FROM ANY CIR. N0. ON EACH.--- MINIMUM EXHPRO.FAN / SCONCE OR CORNICE LIGHTS - 1" EMT. SEE SPFlJ,ER f--1 PARALLEL RUNS OF UGNTING EXH. FAN SEE LIG iTING PLAID. L-J WIRING NOTE. L-J OR OTHER ELECTRICAL coNTIIVFR & 5. SEE ARCHITECTURAL DETAILS. CIRCUITS. -_--f- TYPE 'P' PROJECTORS ---- CONTACTOR r-, LIGHT W,�PUU..CHAIN. IN BOX. - 4-X4-X4' WIREWAY �CC�C 6. PROVIDE 3' & 4' FIXTURES AS NECESSARY TO F T LENGTH OF COVE (WITHIN 6" EACH END). VERIFY LENGTHS WITH ARCHITECTURAL. L- (TYPICAL OF 3) L_J L._J AMPLIFIER 7. CONNECT FIXTURES ON ALTERNATE SWITCHED CIRCUITS. r_-I F G I ---- 2'-O" MINIMUM. I RACK 1 SSP L J L -J - 9. PROVIDE STRUCTURALLY SUPPORTED OUTLET BOX FOR PROPER FIXTURE MOUNTING. 1" EMT FOR PROJECTOR TO - � -- INSTALL & CONNECT , r, r,_1 r, r� AMPLIFIER AUDIO CABLE. BUOTI•1 2000 WATT DIMMER MODULES 9. PROVIDE RED PLASTIC SLEEVES FOR FLUORESCENT LAMPS. I I I I I I I I ---- PROVIDE #14 TWISTED PAIR 6'-6" VIEW PANEL AND AUTOMATION EQUIPMENT 1 PYLLCHAIN ON-OFF SWITCHED AND MOUNT IN FIXTUE CANOPY FOR INDIVIDUAL SWITCHING OF WORK LIGHTS. t_J L-J TO EACH SPEAKER. RUN To FLOOR PORT CCU peRT LP_ FURNISHED B�' OTHERS [Q-CC 10. PROVIDE LEVITON #69 A OPEN A MIN. OF 1r ABOVE -- SEE TLP. 1 1 4"G. SLEEVE __ ----- CUEING AND TIGHT TO 'HALL. - SCHEDULE 1 1. SEE DETAIL(S) ON THIS SHEET. COORDINATE CARPET EDGE EXTRUSION INSTALLATION 'NIT CARPET INSTALLER. _ -. - HUNDLE TIE & SUPPORT ON PROJECTION I Auxu.u+R'r - SEQUENCE CONTROL WIRING PROJECTION BOOTH 24" CENTERS (MAX.). PORI' SFA-5 PROJECTION r TO AUTOMATION AS REQUIRED SUBMIT PRODUCTS MEETING THIS SPECIFICATION. SEE SPEAKERS WIRING NOTE. AUTO- PORT 442.STAT ccc 12. SEE AISLE LIGHT SPECIFICATION (SECTION 16502) NATION RACK 1 AMPLIFIER RACK - LEAVE SEQUENCE CONTROL TO (BY MECH.) - 13. WALL MOUNT AT +220' ELEVATION ON TILT UP WALL PANEL JOINT. VERIFY LOCATION WITH ARCHITECT. - 10 FT )-ARE TAILS INSIDE AMPLIFIER CIRCUITS AS PROJECTOR & DIMMER GENERAL USE BRANCH CIRCUITS AS REQUIRED. MOUNT BALIJaSI BOX INSIDE BUILDING. �_ - CABINET (TYPICAL). REQUIRED - SEE PANEL_- MODULES AS REQD,© DUPLEX CIR�3 SEE PANEL SCHEDULE. 14. COORDINATE MOUNTING HEIGHTS AND FIXTURE FINISH WITH ARCHITECT. REMOTESCHEDULES - -- -- 1 X10 STRANDED, 1/T C. - - PROTIDE 6" X e X 144' SCREW COVERED WIREWAY -- LOW VOLTAGE XFMR, & BKRS. 15. CHAIN MOUNT AT +9'-0" IN AREAS WITHOUT CEILINGS. 10 COLD WATER PIPE OPTIONAL LOCATION FOR --�-- DUPLEX FOR FILM PLATTER FOR AISLE LIGHTS. EMERGRNCY BATTERY" UNIT(S) A5 SHOWN ON DRAWINGS. GROUND. FILM PIAFIER DUPLEX.---� AUDIO J-BOX 1g• CIR 11 (TYPICAL) FLOOR -v 16. CONNECT DC LAMPS ON 12 VOLT I;X6 X4" 17. PROVIDE CANOPY KIT (EXIDE CK120-B) WHERE NECESSARY. CONNECT AC LAMPS ON 120 VOLT CIRCUIT. 18. LOCATE AND AIM HEADS FOR OPTIMUM COVERAGE OF EGRESS PATHS. 9. PROVIDE GYPSUM BOARD "TENT" OVER RECESSED FIXTURE IN RATED CEILING AREAS. SEE ARCHITECTURAL PLANS FOR RATED CEILING AREAS. DOLBY SOUND SYSTEM WIRING DIAGRAM PROJECTION PORT WALL ELEVATION_ NO SGLE -YPICIII. OF 0 LOCATIONS - _ 20. SEE EMERGENCY LIGHTING SYSTEM DIAGRAM ON SHEET E3. NO SCALE TYPICAL of s LocAnoNs 21. PROVIDE LEXAN SHIELD FROM FLOOR LEVET_ TO +5' FOR VERTICAL FLOURESCENI COVE FIXTURES. SEE DETAIL A-E3. 9AISLAL MCNEES �C ASSOCIATES, INC. ELECTRICAL ENOINEER3 1923 SE 5(orlt Street Telephone: (503) 231-7025 Portland, OR 07214 F'FF'MIT• NO. 891•'91 26 OF' y ""�� ,� .� r , a r , r t.r. .�.t.,. ,.I.,. ,.I.�.I.t.r.t, t,r,t.I,I,I,I, ),I,t,l,i,I,i, t+,Itl,lt+11111 11111rtltrtl11111111111III1L111III111IIIII11111IIIIIIIIlI11111IIIIIIIIIIItllllll �.,... / � .f r 6 _ 7 r 8 9 - 10 - I I 12' Nf)TE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN + THIS NOTILA, IT IS DUE TU DRAW QUALITY OF THF O'IGINid - -- 0E 87 e? Lz 9z Sz ♦z EZ 22 17 02 6f �bI �1 .. f! -Sf bl EI 21 II of e e c 9 s r E z +"•l"' / tulln1bNIINIIIIIIIIDHIhRIIHuINIIIII utlhn,InNLIIdIlI161Nllll LllllNuluuhNrluuhlnhulinu{uuIHNIIIIIIII111LI111111 rJwrllnuht;;iunluulnitiml�nulrntlmdtltllgl1111n11n11un41ur1n+11►ml�wltulrnulLtuluu�I+luullllrlutthwlrin r APRIL 11 1991 9 ADDITION •ES(ITSING --- -- -- «------- EXISTING ADDITION DATE �} aim. I REVISIONS: 1 I FAINTED �' TYPE DASHED LINE INDICATES a' 'X' GYP. DOARD STEP IN CEILING LEVEL A % —OTPIEN i \ � STAIR� ✓ � __ .._ • -� 0 4_ \ j, 111 f,'r• - — .—_. � ... OPEN TO /h.- ABOVE - o- - ❑ ❑ O MECHANICAL CiRILLES ;. \ _ 1. ALL T1-FEA ERS L a O -4. T PROFILE R L. IBE LOU) - � 1 E'116'8' OPEN PATCH ALL DISRUPTED TO gURFACEB TO MATCH :r - J„ E,r'13TING FOR CONSISTENT FINISHED APPEARANCE- •TYP;CAL 'LOOR, WALL, n - PAINT GRILLE TO MATCH PAINTED 4. TYPE . --.— _ 'X' GYP. BD. TYP. ! ABOVE CEILING - —� - M AD. ACENT CEILING TILE Ot"l TO ABOVE C O COLOR-TYPICAL ?',b'-J E zb'-0' I 2�3'-br ti / Z11'-t '� o —o O 0 . �J 7 f o o :..:.>. w;�-. ;' Q' ..,a THOMPSON ------ - I -+-- AS_S�.�CIATES ,,-' o --�► T� � OPEN o' �--- - �� - -- -- ARCHITECTS S t 1r I TO I , __ .__ � SF'1R NKLEr: Lf_ -_.-_ FIRE I 'CATION �'� I 1u111 TYPICAL y CENTER OF GLCs- A -- - -- ------i-'� n — - -. _ — - TILE Il,pi „u rfN1FtF Flhf�,I • I� I I PI)KPLU>\i — I1L LAND ACOVE I I� TYP L. 2' x 4' ACGOI:ST ICAL ; AY-IN 1 / CEILIrIG, TYPICAL ir I 4) I� o --1 r LW 223'_ C W 2141-01 ,� ?9 -�� Z`,0' PAINTED ALUM. 'EGGGRATE' PANELS V, J .� /:,� ; 16'-© � g I ��•l - W/ 1/7'x�,'xl%' OPENINGS • CROSBHArcH D __...._---- I AREAS-TYPICAL ALL THEATERS OPEN TO AGOVE �^3�r - u C7 O — TI'PICAL TMP -PROVIDE BLOCKINCs 'T-BAR' ONLY BEHIhD SCREENS CEILING EL. OPEN WITH G1-P. BD. BOTH �- _ TYPICAL • ALL THEATERS-NO TILE AT THEATER SIDE4 FROM CEILINca PROVIDE GYP BOARD r _ 6 1, 9, 4 10 L TO UNDERSIDE OF 'TENTING. OVER P'XTURES � - a - -- � a ��_.. ENTRIES <; PROJECTION BOOTH TO MAINTAIN INTEGRITY �-- - _O i ME CLEANING LIGHT Fi.XTURE, PAINTFLOOR SEE DETAIL OF FIRE R,ATINLs TYPICAL3 '-4' EXP03ED HOUSING TO MATCH Jl 3/43 FOR TYPICAL A • ALL RATED CEiLINCaS - � �4 -O ^.DJACENT CEILING COLOR, TYP. aiIMiLAR CONDITIONS. ECL E(2 I ROC7F DRAIN AND - Ye i OVEW-L.OW LEADEF:3 av ` ,I t TO ..r - —-- -- _ 233'-'� - =� TYPICAL CEILING ELEVATIONS I g 233'_2.' ALL THEATERS ` FIXTURE LOCATION TYPICAL • 4 OF C�ILINCs TILE , �, SIM. /ASOve ', - c. -PAINTED �' T1TE 'X' i GYPSUM BOARD lolls I-HOUR SEPARATION - PROVIDE FIRE 15LOCKING AS REQUIRED TO MAINTAIN — STRIXTURAL COLJrMS 9 CL CONTINUITY OF FIRE SEPARATION AT - MEL7r'W INE LEVEL I REQUIRED I-1-�OUR SEPARATION AT --- �� FLOOR/CEILING ASSEMBLY PRCO'v IDc: FIRE DAMPERS AT MECHiNICAL PENE=TRATIONS d' ANO GYP, BD. ENCLOSURES AT RECESSED n LZWS TO MAINTAIN CONTINUITY OF FIRE I•�1 9E'PARAT I ON ws�1 1~ L-OUJEFR fREFLEGTED CEILING IING . FL AN -EAST -� LIFF'EF REFLECTED -CE IL- iNG FLAN- AN - WE&T NORTW I I,a`� I'_�T` (U)FST SIMILAR) ` e'= I'--44' (EAST SIMILAR: PEM111 T NO. 891.::'91 27 OF 2.7 2 3 4 5 6 7 9 9 t0 II 12 P- r fr NOTE: I F TH IS M ICROF I LMED DRAWING IS LESS CLEAR THAN v THIS NOTICE, 11 1S DUE TO 1Tkf QUAk-ITY OF THE ORIGINAL ` y� DRAW ux, Ot 62 92 L2 92 S2 12 E2 22 1? 02 61 of 41 91 SI 41 et 21 11 of -6 9 L--9�S 0 -_ E ^_Z 1"•"' �kllllrnlnnllnflfnllHflllfnh'„Irndunhlulnnhudwfhw6FIFIfFF►IuNlnnluuhullnuhnlluulnuhnllun�nnl1u1I1n111u1In1dnulnuhutlnnlmllludnuluuhnfluullut�Iluluulunlnnlmlhllllnnhlu�lld�111U11�16�'111IIllllllillllfl111UIIIH • APR 11991 . - ,,rc a,. -. ��S;N';tV�.' ,,: „..,, ,: ,'' ,A "'D4?ry, }�+'�. t �fi' •YntMl''�,'�. .,. .'1�,�jE'+�. .'H,�.Wrl11a''':'"�i�n.. a Y. _ --...__._..-,...... ...... __.�._..- .. ,«.,..+atrsw.w.ra..- ......_ r I �• 1