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11626 SW PACIFIC HIGHWAY-2 i i July 209 1987 CITITYOFTIFARD I OREGON 25 Years of Sei vice Mr. Bob Tf.ompsou 1961-1986 i Thompson Vaivoda & Associates i 1010 SW 11th rortland,, OR 97205 i RE: Tigard Cinema -- 11626 SW Pacific Highway Dear Mr. Thompson: A plan rev-1.ew has been conducted for the sitework permit at the above referenced project , the following shall apply. 1) Dust control shall be provided where necessary . j 2) Streets shall be Dept clear of dirt, mud, asd debris. j 3) Parking lot pavement sd;:ci.ons shall comply with City street standards as follows: 8" - 1_ " i2 - crushed rock _'" - 3/4" - crushed rock 3" - class Bor C asphalt or, calculations shall be provided based on the California Bearing Ratio. 4) The existing sanitary sewer line which served the snack bar/projection facility for the "family Drive-In Theater" shall be located and capped off (capping of line is to be inspected by this department. ) THIS SHALL BE COMPLETED PRIOR TO COMMUCEMENT OF ANY SITE WORK. i 5) No work shall take place f rom 9 P.M. to 7 A.M. 6) No site paving shall he permitted until public storm drainage improvements have been completed . If yogi have any questions, please call 639•-4171 . Sincerely, Brad Roast Building Official I:cn/01.17D 13125 SW Hall Blvd„ P,O, Box 23397, Tigard, Oregon 97223 (503) 639-4171 - -- . .' :, � 111 ► I1 �II11111 � 1111111111111 IIIIIII11111111J11111111111111111111111111111i1 � 1 � 111 NEJE : IF THIS MICROFILMED 3 4 5 f 7 9 9 10 11 12 t DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, - OE 62 82 1Z 92 SZ bZ EZ ZZ 12 UZ 61 91 L I 91 G1 b 1 E I 21 11 01 6 9 t 9 iRll IIII�IIIIIIIII�IIIIIIIlIlI11111111�illllllll�lllllllillllllllli1�1111�l1 �11,111111[tllt�lllllllil. „ ,,ILLi111illl�ll!��Llll�lll��llll�llll�l.il.l�llflGit1111111!�iill�trl1�1111�tI11�IIIL�I�li�llll�illl�ll I I `- '.I ' I 31 1990 Jll�_!lllll�lll�1W�11�11111ll�L�U�u1�Uli.�U11.111!!lllll�l,I11111�I�llUlllil M I Y _`__'_'.---,'-.. ., ,^- -�...w ..._....,_.•-..-'"sly►! .! ...wYfiSF'^: CITY OF TIGAPD July 210 1987 OREGOIV 25 Years of SeMce 9969-1986 Mr. Bob Thompson Thompson Vaivoda & Associates 1010 SW lith Por land, OR 97205 RE: Tigard Cinemas - 11626 SW Pacific Highway Dear Mr. Thompson: i A plan review has been conducted for the "Foundation Only" permit at the above ! referenced project . The following shall apply: 1. All roeiuforcing steel shall be tied in place. 2. Issuance of foundation permit is not guarantee of w p 8 mrPvaal: of the entire y. project, . If you have any questions, please call 639-4171. i Sincerely, Brad Roast Building Official B8t ca/01L36D r 4 13 SW Hall Blvd., RO4 Box 23397, Tigard, Oregon 91223 (5031639-4171 NNW > _ ...• 1111111-001901alwomtw,,..:.. .r..w.+7.T.R,R.!R.n.,.l�.,.,...»..e,.w�m!*Rf „r •,,iMMir.......sem. � ilt 111 ! ►1111HI1l ILII -11 � � 11 � 111 � 1 � 1 � � 11 � 1 � � � 1 � 1 � � � 1 � 111 1. 11. . 111 III III III III I I I I I ! I i I I - �•...I..n-— ..:...,; _� ,rte..,,-_�+ " 111 1 � � 'i I t 1 1 1 1 � � � � � � I ISI 1 1 1 1 1 1 1 1 i l l i � l I I I I I � 1 1 1 I I I A I I 1111 1 1 1 1 1 1 1 1 1 1 1 1 ilr r � 111 1 t 111 1 1 1 ! 1 1 ! X11 1 � 111 _ -- ,. .. . 4 _• W)TE . IF THIS M ICROF I LME D tr..,.,;. I .,....�.__�...2,_,,s,,�,�,�, 3 4 5 6 7 _ 8 9 1)0 DRAWING IS LESS CLEAR THAN _ THIS NOTICE , 1T IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- E 62 82 LZ !9Z SZ bZ EZ ZZ 12 OZ 61 91 Ll 91 G1 t, 1f l 21 11 01 6 R 1 9 9 b �r11�1111111!111116111111�1r1�11111111111111�i11111111l111111III�IINIl111�}u whMAY - 31 1990 11t11.11c�R11�11111�, „,, 1�1111011�LI��tl�ll�l��)1�J11�11�1.11I1�n�►�;;ai}11,I!IIi11It1fI1111I11 1111 ' 1 I I �I l� r I111111u1�1�1�J1101�11.1�,L�Llwullll lI�1W�tI11111U1ULf_�tllllJ�lIl1I11J1111J1III11 Mad �- -� '��...'� '1.41•"y-'..'�/.��...Wim. M.._. ryr..... ...� yip, I 4 I } . i MIL-P i ---- — —-- --— _ ---- —- 1 �m�lumat�n>I�' nimmimatwmn[ u PERE • - ---- _ d I lulfluuuul ----- — mu UMp1 mjqmUWM,njU, u s ..w, MM _....- - _._ - .-- _. ..._..,...�....•,...•-...�.... . 1 t� �fiRI1Wn UIn9 i I A ILnIIIu3I1V IIIn[ IIIAWInI < i U� I-- - WIN -------------_.._.___..-__. —�..__-_._._...__._._._. _._ -_ --__ ------- I�Illpllllllll � �• 11�IIIIW._. ._.-._.— ...._ _ .- ...._.,,...__.._ ,—.— I �mm� atullr�aeuuuwim�umnuiumlumu»umumunt[uuaummuuu nnunnnutppu�up i _ 1111111.E RiuI01/Itultll I nilly IDTummu11nDw111 -- - - — ----- ----- — - -- --- _._--__ •— ____.__.__.._._- --- - - -- I oniuuwwmitulm me la►.uun--- ------ _-_ �- .'� ninulun nnIIIullLi'L 1 - f s i I PROJECT SUMMARY PROJECT U RECTORY CREDITS VICFNITY MAP Owner Eastgate Theater Project Coordinator: Mr. Herb Althouse 919 S.W. Taylor Portland, Oregon 97205 PROJECT SUMMARY SHEET INDEX (503) 221-0213 N Architect: Thompson Vaivoda & Associates Architects A.I.A. L 1010 S.W. Eleventh AvenueEGAL DESCRIPTION: S.E. 1/4 Sec. 36 I.I.S., R.I.W.. W.M.: Portlaru, Oregon 97204 AREA SUMMARY Tax Lot 500 / ARCHITECTURAL LANDSCAPING (503) 220-0668 ADDRESS: 11625 S.W. Pacific :iighway, Tigard, OR Cover Sheet L1 Landscaping Plan Contractor: Hoffman Corlstrl+ct;on Builoi,:,i Footprint 31 ,881 Sq. Ft 7% Al Site Plan CIVIL 1300 S.W. Sixth Avenue /a Conc. Paved Areas 1,6,946 Sn. F;.. 3t ZONING: G.C. Portland, Oregon 97204 � A2 Survey/Demolition Plan AC. Paved Area% 295,482 Sq. Ft. 653 A3a Plaza Plan (503) 221-8811 j Landscaped Areas 11F,550 Sq. Ft. 25t CONSTRUCTION TYPE: Type Ill - One Hour Sprinklers 3 G1 Grading Plan A.o Plaza Plan --- - G2 Site Utility Plan ;',Sc Plaza Plan Structural Engineer: Van Domelen Looijenga & „ssociates i ; SITE 11 A�L7dABLE AREA: ga; ;r. (UBC Tbl. 5-c) 13,500 s.f. 3933 S.W. Kelley Ave. I , Total Lot Area 457,859 Sq. Ft. 100 A4 Lower level Plan STRUCTURAL Separation (3 sides) 13,500 s.f. A5 Upper level Plan Portland', Oregon 97201 L------Sprinkler Increase 27,000 s.f. A6 Roof Plan Si Foundation Plan (503) 222-4453 A7 Lower Level Reflectdd Ceiling Plan S2 Foundation Details � * Total 54,000 s.f' 9 Mechanical Engineer: Glumac & Associates, Itc. N PARKING SUMMARY- A8 Upper Level Reflected Ceiling Plan S3 Upper Level Framing Plan ACTUAL AREA: Lower Level 31,881 s.f. A9 Consul tin Elevations S4 Roof Framing 9 En ginsets \ ]00 D Upper Level 4,531 s.f. A10 E1 evati ons S5 Details 920 S.W. Third Ave. )Ilite 200 Standard Spaces 43` All Enlarged Elevations S6 Details Portland, Oregon 97504 N. ti x4 Compact Spaces 207 Total 36,412 s.f: Al2 Enlarged Elevations (503) 227-5280 /y �. Handicd - � pped Spaces 10 AlAla Building Sections MECHANICAL ---'-"-" �� •Sc,� * A14 Building Sections Llectrical Engineer: Baisley & Associates, Inc. `�� AS+p(1QVFU FUR CoNc= 140CUM Total 653 Areas listed are approximate only and are not to be used for A15 Wall Sections M1 Electrical Consulting & Engineering rm CITY OF TIGA=•'1? estimating purposes. Schedules/Details ' A16 Wall Sections h 923 S.E. Stark St. + � ''a_ Plumbing plan A17 Interior Elevations NJ Portland, Oregon 97214 817E ADDRESSJI6k , r,�r �`• A18 Interior Elevations M4 Reflected' Ceiling Plan - Mechan{cal (503) 231-7825 PERMIT NO.1V--L-_ Roof Play - - A19 Interior Elevations M5 ical Tom 3c�D�/ A20 Interior Elevations/Details Mechanical Seectionction Soils Engineer: Kelly/Strazer BY A21 Details ELECTRICAL 'E30 S.W. Morri .un A22 Details Portland, Oregon 97205 A23 Details El Electrical Site Plan (5113) 222-2820 E2 Power Plan E3 Lighting Plan Surveyor: Wr,tlaKe Con•i+ltants, inc. E4 Upper Level Power A Lighting Plan 7..45 S.M. Verns Rd. Tigard, Orel-)n 97223 r It �.a _. I� Y' AtOlCbcrl �1«1,"✓ k1 .,.uY- �� '1�II11►1111I'I11 IIIIIII 11111111111 111 111 lIII111 til IIIltllllll'I II+11 1111 I I III IIIIII 111 Ihewl+woillw'II III III 111 III III III III IIIIIII III NOTE; If THIS MICROr I LME D �__. _ --.-� 2 . _ w 3 4 5 6 7 B 9 �0' 11 12 DRAWING IS L'SS CLEAR THAN r TRIS NOTICE, IT IS DUE TO Tl# QUALITY OF TFE ORIGINAL DIRAWING. - --- --- 14 OE 62 B2 1? 97 G2 b7 E2 22 12 OZ (I<f e LI 91 SI 4,1 f; 21 I- 01 6 I9. ' _LI. I9••-.'••-',S''•'' b IE !N"" ,iuil;;;!;•'1lnnlnnlnnlneluull+'llnuhU'I:1::�411IIUIIIIIIIIIIIIIUIIIIUj1111iIIIlIIIH�IIIIIIIIItIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIt111I1111i:+tllllll)IIIIIINIIIIIlI1111I1111�I1i1I1111I11Ullllllllldllll�ullu11�L1IW11111II111L111U1l1I1111IUIlIII11I1WI1111 MAY 31 11990 _46M - 9. u �` '0, THMA (!,SI MICR 1) fi -- -- ,Z, .dJ5 •, _ G�R.�►* �'.�-+�• 1516A, < 1FOi TlAr10,OhfGtJG >� Of rip • UO 'DATE: xr�a e•► t' 'p VT 4I Tr.,60crex SIC*+ �. c UIQ ��'O•' REVISIONS: 1- 77>�. � _ � .dull. II , i OyJML'Q� .�-yG� r�}`� r.7►�l,"',�Z UfIZL`.O _� �, I Oro 1 5CC _v 4 .t>,1 a cm �Nr'trz -- - - �' � 1 ; � : ► f I 1f � I � � � 4 . IC Le • ,r...; ...�'...:<..� .�, ,,� �l pf� ice- � _ ,'1- { � � A f � i ~, { ? i � ,.:.._- � ! a I �(�► '� �1 'O' I j ZEyll.,��'L�'''+"T15 I , a j I k ► i.. a ;� A-1 too + ful I, G �� I�I "{�.� !�tl. • - I •+..,.t,. _1 _,.... ,..: ..� � � I r' I I. '!� 1. 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DRAWING. —---- _. ------ --- OC 62 92 a 9e S2 b2 EZ Z2 12 02 61 91 LI 91 SI bl EI Z: 11 01 6 I9 LI 9 SI�'■i■- �nlluuLu,lunluulunlnnlNnIINIIIn1i�:lllnnlNllluulllllllu►IIulI11111nUInHIIIU�,IIIIIII!'I1111111�IIIIIIINIIINIIIIIIII1111INIIIIIIIIII►II1111IIIIII1111I11111111111111IIIIIIIIIIII111IIIIIIUIIIUIEIWIIIIIII.1111I11NUIIIIIIII1ILlIIIIIIIIUIIIIlIlll111nIlUNIIIIIIIIUINtt , MAY 31 J990 � 1 T L 'yO0 T L ('�•'O 1 '- 1 • 10s Tl- WAO 1aF� b2 1 f I 14♦ / \ L' R 1. HUMP�ON .._ •� j\; /� L..7�� ^ sUP'_O 's pD4 ____ .—. .--- -, -- ..._ -___-______...----- --- --- -------- -------------- • Fr�)C OI.P '4 --- PI •Ifl5 lye_ ~'1 ,� - � � \ �POl:1lANU, NEGUN . � Z•c 7. e�i•n_A� �,.�.+-_ p_ 1`IA_- 1'ND. Ir/t"D,D.1 P Qom. ��I o ►'lxrt r; row \'- , '�\ N _ ( \ } 15 Qlv Tt, 1Is '• 00 `F>tit __ ` �•, `. • ea , FDATE: Iur�L a r REVI �t �,b N k 9 F JD r pis'I \\� ��. Q-1 JUS Ib1 9S N. 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VAN' / ` ,�-)D Q PNfr'. !'D.d•1.r -?L•7- I �/ w G H P GORFLU4al5tTY17 MrTP,� 1�1P� VAIV�M_ �� L !.�'ef.or PB1` sort �'" / \ yD ' zl:\� t .r. --re�hl=lrlc �I..t�hL_ POIr W. �w1L trove iASSOCIATES O CC� LI►�E Z 14 I ToA� - .211 r\ s W.M.-WATER AAr-_TE-(i �-`--- ASSCX. LATE 7 G H - e-,"e^ �Y ARCHITECTS yl_- - AhrHAL-'Tic- ZONJ41"�TG O. O^K- -TL '' __-- X100' j - -- .zoo! ,rte I I `I �`� ua'- • . 1 a zlc Z W.v -•WATT_ - Vau\/C 2rG •�" Zoo*, r"o,°'�'�`T1"r f _ G b. (�TLH bA'�I f a AIA Slim •_ _ _.___j 1,._.- . I I 212 / TI PORTL.AND.OREGON 47205 P 1010 5C)UTNWEST ELEVENTH .LIG' • � ? .• _\ ^V , IEL.:PHI�N' 1511.1122"08, 'SlL_I ,y1— II N� 41 1 I •tll� Z R/\l(^ �-, Q , YA%.2115 ZI.7 2, 21c ,ws� 2J•�- + rte- 21L- \ �c `i ! •si4l •trb ¢ I �._l I.yl& - ---- .ZJ7� • TIf•\f` - ) \ 1 ' ti l—_L.} 1 - f_ f I 21G •Zlb •217`- S , 2�It.\, _ 217_ •21G- -� ill 6`U 2.16- f-i. .L17A 21.0 - \ I \\ 1 \;� a/ It)• �. LI13— A , �,1 titic� N®A R`�fSURVEY T1� : �� TOPOGRAPHIC & BCU r-- LIB � 'WC '' l t1Gf1 . '.\ Zt8 FOR ( L 2111+ I tM� 4' .217 --?Jt3 .sle=' 4 ito:�� ?�' � ;1, .� wti '�t list / 1 �\ 'l\ �' 1�� ,` •21 ZM� r 'tl, I �:ja �. �q1 t? 1�2 i , 1, L��. , , MOYER THEATRES . ZIA- 2Z,n I{ ! LTOt T.wDr r9. \ 1 ,\ z 1'f') , ---r I I I � a r.art � A/t- �'- Y �\ . 1 /4 SEC. 36 T. 1 S. R. 1 fill!. W.M. V:F I,zl•lt •zx14 ts� -.( K,,� �_� - __.._� zrtt ILw'_ ,ZI7 X217 z�s S.E.S. �. > > g aral>aYeelosPRO ' � I � I � �' ~ • LAN's' SURVEYOESS 001 R _ WASH114G I USI COUNTY, OREGON A41 +1010!,c ,•.(41�� ,1V105,►C xt \ ,�- ,• i2� , .224— - Z'�2 -____-_ �,'" •zsz - .zz•st 1 \ I - `� \`� D- 4-L'P Z!d- ..- -��,! ✓- \_r / , . / .IG°!. .• \ \ `f O R!GCM lv ,y \ ARC, v 1a 1,r. 2Z4 _ /,q-. k \ -_ — — _ _. J I r"► tom+' •x164 i rs�«x v 1 2 24Lk•T3� j_ _ � J `-- - X12 / K 17 �t7GM 211, 21 ,�D \\ nom'NEAD0✓Ac1'l/9 i 4 2? __< < { (7j) •_-_ ..- ' _W......-Z�S=�- ` �� -�_ _ _ _ N.� 4?a �^G G' 7�T'S'� (� i � / � zlr;E f4 �iT~N z 5-Z. � - rr••+D• 1.O l2.1.P. U♦.. � 7 Z,rfr �L - --_.a � --. ,2z, ,z.z� _,su �„__ _ 1 ' -- -�' . .•/n l,a.n ✓. - 1 p' �. 1• . 11r��r ,4 _ ' . 1 =„ - r 'eas'�' ,1• y� 17t �,lrw F 4, - y f~�L)1y /'t5� Z?.'L - zs ct� _ �.O p —•r-q +Gilr41t ° I w►vs _..._ �,��-,,�. _ f -.�, ♦ -\ �` � r !~ "-'_ s �. - - •14AMN •11 of 4 Tire. •E DITc«- ,L8} 1 �--_ r , , z,, �t., „� °i rP== - ---f- 1, 4 ilk .�� - nSUItQntS Inc. 1 Y •s 6 w v w i! o J• PI ^r.. w.r s� - i,�M. ,� Qlt- tri tf r✓ Mme•'TDP 1 ro z>~_ .►_ t! 2 tiA' V ►3^RT to a` ti� ( It _O M•n M H. 214 N t C K t N t C Voms Rd a ti ,rf` 3 pr 12 1^/` ey' ti' �' _ti _a 1 a _— -- 5 pLgNl\,'nlr3 '�•� .T --- --4--- --+-----�-•-- ---f'--• + r-.-_. 1 - -•-- r-- r- �-- ^ 1 •, • ---'t----' '-- 1 - —'-r -- r -._^..t - -` +--- i e•r_�___k _ c 1 S V 'V ,p •± tt� . { T Ard Oregon 97223 4 1• rye. M1 ti 'V � 1!� ti ti � 1 7 9l.JF�VE�IiNC3 -- — I Z'W�•'r Efs- ---- - ----- 2za- z 503-684-065 ' �� ,►os N o. •i Thompson Vaivoda A Associates assumes no respon- I 11 Remove existing planter. Fv sibility for the accuracy of this survey. siello 12 Relocate ex{„ting power pole. Coordinate ORemove existing fence. exact location with power company and architect. Remove existing tree A root systtaal. 13 Existing movie screen removed by Owner. Contractor shall remove all supports and 4. Remove existingA.C. paving. t. t4cLA,I0 -Ifs ,4,L ® foundation system. QS Remcre wooden barricade. 1 1� Relocate existing sign as required by "nlr. ` 6 Remove guard rail. I O5 Remove existing slab, walls, planters, colLnns 07 Remove concrete retaining wall, steps, walks, e and foundations. slabs and foundations. 16 Remove existing wooden fence. Vj Remove existing woodcm pilings and founds- ! Adjust top of existing manhole to match new tions. parking lot elevation. V Remove existing poplars and root system. ,�+ �: c� 18 Rtrslove existing afetal shed a ndation. A, I - 10 Ret►ave all a !sting poles, sp"K& boxes, ss r rl IWO”— junction es and conduit YNd for existing ( iry dive 1nWV ...._,_,agl�.,s. - _... . '�..:.- -1010. Il,rrr ..,, ,.�........ ........,.... ,..,.. ...w.w.w»yw ...............a.w•e.r.+.Y.ri.+ru+....,.......wwe.r.-...._-+.+1►' K .,hw•+aeMlm.unwxxnrsl6.,..r.wr...�w'.`Ar�.t .. .....rl.--___----•-•-•-• �,r ...- ._.....p.._.._•........r....►. -- -.10.10.. ..,...-_" I I ... �!1111► till.ill 1111111 111I11r 1111111 1111111 1111111 1111111 111111111111111 111111111111111 111111'11111111 1111111 1111111 1111111 11111!1 1111111 11.1111 1111111 111111 11111111 1111 11 ( J I ... . NOTE: IF THIi MICROFILMED 1. — ( 2 3 4 _ 5 6 7 _- 8 r 9 I0 - 11 DRAWING IS LESS CLEAR THAN TN IS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. QE 62 92 LZ 92 SZ 02 EZ ZZ IZ OZ 61 81 LI 91 SI bl CI GI 11 01 e • L 9 S b E- 2 I ar•,r rn11n11hul1nnlnnlnnhnllnnlnnlnNII111111111111111111I11111111111UtlllIIIIIN11111IIIII��IIIIIIiIIIII!IIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIl1111�Itllttttllllllllllh�aIII11IltIIIIIIIIIILI�WIIIWI:IILLI11111UtllWIWl�ll),Illl�lllIIIIIII111hllllllllll'IIIIIIIIIIIIIIWIInI MAY , , 31 1990 _ . _---. _._ ..__.._ ..__......-... .._•-mar- _____ _.• ,, -. ...... .._ . . ..._.. _ _- -_. ._-,.t.l.._...-..__ _.._. -._•w�--. _-•►, _.. ..•-„�- - ----._.'.`•---.... ._. -. _ _ .....�►._.._rnn.. .___._ ,- _-•.,r�,,.r .. .,--..Ir•, y ,.-.•__ .......... ,..�,.,anr,,.._ _. _.. 1, _....._...,..., ''`i1�"'�!�_..Y'!t1�Fw�•-..- - .. - -- v...._. .r..�. �-_..-.... - •c... ... :� f Ic I. _ __ � '4 ------ - - ---- -- -J�� of �4Q 1 , - - -- ----- -- - - - `( R THOMPIO F. • � � � 15*. f�D�N`i __,, � -----=------_--_- ---- -� ._.1�1•a•-1.... • ORTLAN .GREGQ II I ! IIIi ri, h �II ; , I ;• � ;( •I �1�I, '; h, ,� ,i -�, ��}• �Q.IR,•�j�:�j+l - J 1/4" I i ; III I,I I LO •r r GA-.Ip.r'1 Ff.IZ ^' WI-►azzor*ra+. ��.yl��,�/�y..�w f�. MiM L '� i I :2 JuM+i I I DATE I I • I� REVISIONS: ,.,o,►--tri I • I . II � � ,•• � � , 'i, , . � I,II � , � ,�� . '. � = Q _— I ' I ' - • I - _ � �II�� f, � ,� I � .==_ :� � . , , _ � �IME.r-rs�r- . r�E � Q q..k�-�►� TIT- / .1'�IP�+'f oIIRv +-- I - 1 T � �ry IIAI's _Jr z� �_��`� dl - - �! _— --•--=----- ---- --- kl/SII -�- L _ I I . 111 ��{D.T•��L.C.. . - _-�. _ ' ' -1 f1�L�� . --- I� -�> .. .. .. '� I' � - tom• �.r1 2 Oo 1+ -- - - ,+ I - wl1•n ` -� f- C ,'' MIS TI I _ fi I -• t �"� ; . ' . • . . � _ �,.,�rttf`+�.�lon - —- - -- G�1'cL p:�►l�K.15 , 4t Tct 0 u I' J _- ' Nl t d. VAIVODA & : I �I I i � � I '- � 'I ' � I I. ' j I NN �I�' I• �..�►f.� 1!� ��- � E _I ARCH !� wa.4..`5 RIA, _ I I I + I 1CgQ SC1lJTHWEST EIEVErNTH �I I bl• II .e IORTLANI).ORECCW 97105 ,; IVY. vY"�`� I '� I TELEPHONE•(5031210•Qb" _ I -- - ,-0I17. 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AIA 1010 f OIZtJL�R�E L� E1,.�/�-TlOtyE � vc�RTnr+o oR:' k Grn+Laos A TF.IEPNUNE 'SOiI'.2Q;OA41 ?'1.A6 RSL F- r 1 C1 A A1� G 2rv�'-loll CA dill F+i y�r••I-oil z A14C. ---- 24 $Toe& L¢_bbl Z�I_b�/aq _ 041- Fri' ------- -- -- �� 4i_�II -$--� c c Ibw t*_ — - E-1 I ZZS�_G� 71 oil, Moe --------- -- ------- –.--- -- ------------ 'le I 41111elol '6 'yam l Zl -- --------ztL � oN r�`r�1'-4� cam;-• r+ ►�.�c� cc�rl�,, r'��'�. vra.i� � , 2 1�J c> '�'}' � ''�Q� --•� �.,��I ��'�,.�r Cl-!b(+hcrfv►� - w r-�u. •��vN -*�* /� 1 J I -O I }`Iti11�►I••I srx Irl r ,0.3 a. �O�• E N t✓ D E L Eur.-r I O�.I �� ( -� – b''��n,l>,rr�.v•��. -ter�'�t=� dlN-ISD c%NtU -Gc�.�IC, 1p� �R AF�GI�. j 41,E C7�Td.l t_ �(� } R �`fP`k-4t_ .[ DI►�i�1.1t�1 G�•l+r, MMf�•''':" ..t•.ah�r{iwly�" �J'' f% .rrkAw;- .-,.. "x�.. - ..._-..- •.,- ,,,•, ,�. .,r r ,7 ._..._. -.__,mm�L�'1!"� ,• I ! 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TELEM/'ONE:1S071210{lE6R 12 A14 A . 1 �, W V i f - _ ..- T1LT-U►� L5 -CaLGK _ RUN low 11 _ _ A l 1 T I !111I111I111 N 11I111IIIiI1111111I111I111IIIlIIIlI111IIIlIIIIIIItItIlIII1IIIlIIIIfIItItIIIIIIIIIIIIIIIIIII111I111IIIlIIIIItItItIIIfItIIIIIIIlIl111111IIIII111I1111fIlIIJill III I 111111i 1111111111 ND7F.: IF THIS MIL'ROFILMED 2 `� r4 5 6 7 118 g I10 11 Iz , DRAWING IS LESS CLEAR THAN -- — —r— "-- --�. THIS NOTICE, IT IS DUL TO THE QUALITY OF THE ORIGINAL DRAWING. —----- — - __ ----— 3OY4 \ OE 62 HZ LZ 92 W bZ EZ ZZ IZ OZ 61 131 LI 91 51 b1 EI ZI II GI 6 .I9-.-.' -LI 19 Sf ' b IE Z I"•"' dnl�nnlnnlunhlulUnhl'iIIIIIIINIInnINI1I1111IlINIll11I1111I1N1IlU1I1111�(i1t�1111I1t11l�lHIIIIItIIUIIUI�IIIlII111IIIIlIIIIIIUtIVIIII1fUIH 'Ht1IIIIlIIIUIIIIIIIINIIIIlII111I111111111I11llIIlluIIWIIluW1IWu1111�1J1tI111111111IIIIIlilIIWlIlli"I,IIIIIIItIIIUlllll MA,Y _� 31. 11990 .. �:It SRT l T}t0WSM ONN ` A14 PORILAWG,0 ON OF 0'0 DATE:I4oJ` 'v7 REVISIONS: I I II I AJ 4 06m Aum -- .. -.-.•- - _ Iillll111111 ____ I � R. Ii r � —� - .. ---�----- --- - - WOW a ----- - a .' � ' .. •wy4yy,1YW+M W,YMW„•MMWMWIYM)YIIrMMM -__ ASSOCIATES `{ ARCHITECTS ---- I J, ..�\ ,2 I } 1 : , {iii,;;;,' .•", wM » :r+H►w.MIMi �........ 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T PSON� 2 hl(o P,'jkl(,AhD UkECON ?til Oro -'YP �Tl$ICTLII�►l� RSR T rP / _ c�FJ`i C� �7 �1 L KL1 -- __- -------- - - - REVISIONS: \� >4 C - -- - -- ----- - - - 1-� �_- __ - I co IMF , - -- - - - _ UjaxMj"%LLM MENEM nommolilloomms monsoon somossm son — �A ND Au. I.�.u- �k ? �.I I.C'1•I IJP ill , � ,- i' >;• �,. ' ) .'.::. .. .. - _;. .:._.:.,u �;.y i i s,y -k'� r S gig:. �r►�,, k WILL_L. E L_E 'A7 10 N LE&END �►.l PCqac f had lllllil� -�D GM U -Gil Gte 1R AC.4-�. i -- 1� PS+D� 2U -p .. i VAI .CtA & ASS(XIATES _ -� ARCHITFUS G 6t- �? ^i= 1 , . -NP 64AJ GGJKti i K& DIM. AIA 1010 SOUTHWESTELEVENTH 01 — EPEEo1220TTE7 (SS4164@ V1 i z , llsommoO 1 0 Wo" NOW II .•r f 1 �_ �11111t►IIt11,{tllltll'tII'n.I't'I't'I't'I't'I't'I't'I'1'I'11111'I't'I'tTII�III�I�ItI�111IItIIIIIIItIIItIIIIlI111I1�1�ItIIIt1I1t1�ItIIItII1111111I1,111111 ;IIIIIItIIIIIIIIIIII,IIi;�;�;t��11111� rr� d .► .,.. I , .- NOTE: IF THIS MICROFILMED � � I- - 3 4 6 8 7 8 Ito I I 12 DRAWING IS LESS CLEAR THAN - --------- THIS —THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0' GZ 92 a 92 S2 t-2 EZ 22 12 02 61 91 LI 91 SI Irl £I ?I !1 01 �6 10 LI I9 �111IHIIInN�nulun�nn�UH�111111111I111111111I111111111I1111I1111I1QIIlU1�1111I)II►�NIIIIIII�LIIIIIIIIIIIIII!I�IIlIIIIIIII111111i1IIIIliIIIlI1111li1'!I111111111LIIIIIIIIU�IIILIII"IIIIIIIIIIIIIIIIIIIIIIIIIIWIIIIIIIIUIilllUlllIU11UWIlIIUI)IIIIIIIIIIIIIIIIlI!IUi;I;iHllli!�II1)IIGi � MAY 31 J9190 >3 � itsD ew ! r vson n == -3P�'•'S __ _ P(IRrLAN0.OREGON ..� %cJiVG• 1•".1`1F�- � r�or _ of G�-tL; r� 2 P� ( 13 C' I� "�l.'0r o V I.�/NOh11N,�1- F.�G >P TYI? �W� C�ONS'TicUC-TION ! • .r= 6,r-1 U $F I o I5 U I L;T-UP f2Gl'7FI r1C-1 t � , � -r,o.:.:-.r�rrGr-+ AL �• - �ItiJ�M.Y X51 o O-W�'r iN5(u..A.•nOH��Iq� DXfE / - \ o llzt,5 JO `Slr.�-SES �}GTi�PA, 2 I - z381-5'_ 238-5 REVISIONS: o Sl�`3PC-1vtL G.�aIJsTIG-fIL� GGr, — I fO. 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'aBER i% 1'HOMPS9H� I�ONSTI2J x�-tlorl l! C,ONS1fi1J�xIDN sM VA -5 I OF C; --- ' ! 177777" Y �_ rT DATE: I�.o�ilfr`I '' t (.,� ► I , r I - 4 REVISIONS: -10 12_ 1 I / t f ct\/DJ 1�Y k RIIx,E�\ CAUL 1'T-rn 60 OIL 10Fes.-rF_-r,r_) To 0NvfftZ- --- - �` �U.IVA14V *0-r �i� 0 El \. ^ 5''01 -o / f , \Alt i I I ` J \ � f Fr..1r11NG PtS IZFt2'(7.--- � 3 � I �,j E�sT s l \,/A (n INT�f2JUR ELEDU . ��l� i Ih1'f�R1GR E1FA/�`J.i - sl1EEY AI'? 1=vR 3 cO 1-+4 U-r/1.I-2, r-X ,o.r>v �. IrI�RMo.TION N ; I 1 � P�'l, INFoRt't,o,T10--NJ ' `C`."/ i I ,�aGo�.srYGrl•C 0 1 L Ipl �I � p1zOJt=GTIDN AREA t� I � ' � •'�14 GYFt-a�'T� ov�rZ � S , 4 ` PROJ�GTION) r � Z_ t I I �'FAS'r4 ''~4%r uYP��R � "� l-.evD G1.J.� �.'o,�. 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ARCHITECTS � _ � AIA 1710 SOUTHWEST ELEVEN?" t I . �,yiy1 �L't�'� 7j1, I ,�I-amu �1- + E �� rC PORTLANQOREGON 9720 -�� -� — - I TELEPHONE IS911220.1W L WO I - - �I-� O°-. �---.M- *1 s j .oil s/fl° -rte � '�'� e�-..� � ► I _ — M P.G^WON - - - � T - - ,___,� j 3 4 � W INOOMI I .•1�_ �k-�-I"f-1 r.�(�.I.I•G• � - � / V "em, WALL -- __ G-fP Bd - GU2�lr-I I'.IPv.1. aEG!'�6157 a�r��1.� d17�Cf"k�l' Nam Ll �V �-•Ntt?-f 7b E3 amm �IIJ, sT1ol1C_ THCJ�f�R �j r�o r�� ol�� I.,..o -r ��.��.TI�r-; �r �- I�,I�.�T �►MI�c 1 Y ., •. —_._.-.....�,*�.. �Kv.-...•..+.xvnw•..._w.rar Tlfso..wwiin, - • _ .. .. i r ,'� 1 1 / III 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 ; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I 1 1 1 111 1 11111 I I III T 1 1 I I I 1 1 I I I 1 1 1 IT 111 4M:ac.. 1 .. ..,,�. _. '. - 1 �. `.-�. ..• 1.. �III � NIIIII � �� IIIIIIIIIIIIIII ( I � I � IIIII � IIIIIII � IIIIII1 � 111IIIIJIIIIIII II III III III III ( 1I � -. MUTE: I F TH IS M ICROF:LMED ►+..rrn �_ - I 2...r-I 3 4 5 8 7 9 A I I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF- QUALITY OF THE ORIOINAI. DRAWING. _ OE 6? 82 LZ 92 SZ b? EZ ZZ IZ OZ 61 BI LI 91 SI bl EI ZI 11 01 6 .19.-1 LI- 1. I9 S �n1lnulnulunhnllnulnH11111111111N1111N11nHI11MIuNI1nI�lulllulllMl(INIInuIIIR�111111IIIIlINnI:IIIINUIU1111UIIlllh;ullllll(tIIlI1111I1nII1111IIlUIIIIIIIIIlIII11IIIIlI111�IllIIIIU,IIllluullWllulllllll11ll1,�I11111111)IIIIIIIIIIIIIIIIlIlI1111I1HIIIIIII111111"1 MAY3 -1 , 1990 c it0 IZf 1. IHOI:1k'SUN cf.' l..c I,091LAHU.OR.,ON y • OF � IL kf � DATE: wJuw'el 2A REVISIONS- FI jo v.JG�� w,1Gr�f7 � I z�r_v Y 2 - - u�r-FTS -nor-I—�`� -+Y.►"x�/'+'�►l.uM. u*rt NEl_L i HGO b, #Mdb W/4.oN'r �� - W,ak�1� C�- --------� 1�r%�- �°�Gc"�.t1'�'�s��'�Cs�►I—- I�" • • . .� ��a` G��ovz r-�.4A.T — r'pa�l, E -P I%Ix ti � iGral► - --_ _� p ',�(�-r/wr,Ed� -� ---_------- = 11► . - - . STI :• R0440 HINGE, E3i i \ I SIM. 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ARCHITECTS AIA • 1 I 1010 5(x1T1iWf5T ELEVENTH . •.t — it N 20-0TFLMK Nt �50)1166A • � I Li 5.M rain/Pa►.1 : W1 . •• I � /all•-,2'YnJ�iQG /✓i�/�-?• CLY011L c�car y �T'L�T ij LLI 11111 —aft I� �57�►.CTL�zG - 4. 2 /�vrtir7�,�r -A- �F RlxJr+ 1 - __ • � � - '�-�--_--- _ cr I _._ � 51.E ce? �,�" G,X^jl,�r�'•-I �UPF�'T�..a P�"� �i-iG��.,rN �,��r �. �a.Ir'►P F1.-�,�/.r�"'TI•.t.:�� - � <✓_.ta�C. r�I�T",a.�I� ol ♦ w stn.. —__—�...yen,;aha::Y.i..-;.__..w S_—�r ��+ ++.wry . . .•......,., ..•,.......,,. &1T.:+s.:...•...w...i.w..:,.:,..17:'w:,w.w,w+••..�....+.h•.d'�.^ r �idf ;r.,_.;.. - __ .,Af+ - _....., - 1 I ' I S I III �nJ � I J � III I I S � I ��• I I I � I 1 � I � III � I 1 � i � 'I I ( III I I I I III III I I III I I �� .. � � � 1 1 1 "II 1 III I I II " III I I I11 t l III I I III I I III I I III I I X11 I I III I I rIl r I rIr I ► I I t I tIl I I I�I t I I Ilr I IIr I IItIr I t tIt I I tIl I mill � t rIi r rrl VOlF: IF THIS MICROFILMED — I 2 3 4 5 6 7 8 -- 9 10 _ 11 _ 12 DRAWING IS LESS CLEAR THAN ---'_` lIi1S NOTICE, IT iS DUE TO TK QUALITY F,F THE ORIGINAL DRAWitIG. 3011 QE 6? 92 a 92 SZ Ve C2 Z7, IZ 07 61 91 LI 91 91 bl cf Z! II 01 6 9 L 9 9 IF E�Z I I I. I.• I a,riw. ,nlluulnnln,ihullnu{nul�,ullutlnulnlllHHIIiIIlu11IRNIfIf111u1I1111(11NInnIIIII,��I�1111IIIIlIII!IIIIIIItIIiIIIIIIIIIIIIIIIIt►HIIIIIJl11►IIIIlItt11IIILII111I1111JIIlIIIIIIIIIIIIIIIIJUIIIIlUJ111uW1I111uulllWlwllJllUuUIIIIIIIIIOJIIIIIll)fIllUI1111IlUllWllllll � MAY 31 � 1990 , —___..._ ._...—._......_� ._ T , _.......:. �f,,. �,,._ .. - - ------• rare-. ..._......►---...,..,n,_,��,_ ^., L(6RO RT L THOMPSON ` Irpm �PORTlAkO.U WN 4� I -- _ �3--- I�/ r-��-W,I�IL.'IL- wr �tHrfi�cy.� ---� ---I•• �MGT�/z Vr DAT - -=' - BIONS w� - --- — rib 09111 MI - t �oWaya r ��-rr- �1� Folzrrts. �' ' I I yTO o I EAtp -- _ SINKS � -�Fb'rG�l�`I• -- - - — 'Q- z � I ^� ,I -- _��-- - GO HTIZ�GTOR - --� 1II _ F �\\1 ,! 4 / - - —_F AF I�ieG/;r t' I CR ! 1_p �LGt7fL 4jl twc T,o. IWC - - - - - - -;71 p Lr•o, oG 1) L--� JL 11 btZAIN'(C� - - I=l«002sNK A- No1z"H �,1 �IA�oN SNA`GK �&F, C' )L'I4 OUTH '77700 114-1 n 1 L__ M Q 't�'f rM xTURf: ' I ��__ , GON•R�PC.'T�'Tb*RO�117G�l�L•. n ;( ' (OI _L ---- z - I • I � -� I n I + Lit JTdiL 1 l!hLL E � Fo•G.l:S T — c G`ETiv►GTt7Ko WES'TONLf -�J { I 4' + o''+ O � � PI�D�/iDE rl-�•• ............. • Ft•-+-t�t��•T -. _ _� i iso � rill, I ----------------------------- -- I IC.L• I 2 ��1"Q s I-50—r— - 'TIVGU=7!F Ft)-z C4WalL) Y411 N,I G• rler-I�er.�.�a �" w a FI^AI/-ic.& G7f-IbSHG.� 6 - - -- --- ---_ _�� --I � I� < p wo•r•t SHEI..F 1x'� G.�/.�,.•PPUG F1R -------------- �.--- - 5 - - _- - --------- __ _ -- - T "APSOIN IV - - - --- _ VAIVODA & ASSCCIATIES ' ARCHITECTS 1010 1010 SOUTHWEST ELEVENTH OREGON t � TELR°HO E (5 3)220-0668 'Hew8 e 4 b,Gft. r, �l P.L.o.!-�, sl-!Cl-P -- ---przF�✓F�r+r C.�L�2 a/FF.><1�N 1 �•.¢'meq%4' i - I�.'H, �4J`�L�Fl�TYP. ?AI'-15OIXZ --- (�' R, 7Y P,) Q E-- ko� o� Lv I N',re to (�d`4Df L�� t-----� cArrrN C/53E - p•I.AM.6r!F-1,F 'J F - P t-A1'1.CCU-TMR e'9M.AOMI ALL. 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OF THE ORIGINAI DPAWING• --— — --- — --— --- ------ \ OE Sz 92 L7 9? W OZ EZ 22 W 02 8f 91 LI 91 ��1 fo1 EI 91 II of 6 9 cI I9 s 1, e z I°1•«^ nl�u,nlnN1uu11u1I�n11m11nnlnnlnulnll�III111111I1111�11uI11t111U1III11J11N�NNII111Ij�J(IIIIIIIIIIII!!IIII1111UIIIIIIIIIIIIIIII;kIIII1111111ItullttUllll!IIIIIIIIIlI1111IIIIlIIIIlI1111IID111111IIIIJUWilllulllllWlWlllflllllllljllllll111�IIIlIW11llI1IIIIlIIUIIIIJIll11 MAY 1 3 11990 ;. .. •�. .-_-.�........ ;:in�Ai•� _.._. ..w _..,_ .tar. _-___.�._. .. ,.-,_- _._. ___ V Ale,rr --:rte•• �F 01. DATE:m. jwr-eT • i•_ I REVISIONS: , I Ll �• r i /1 Ili,\ J ' l 3 �� ;k,0 ��♦ �—»u Irl+-4b j,Y'' � + Iu1► ' � ` Ilr�� I •k V :J0TQ rob-"^^, I � � ' TF1EElo (P TD V C.4L.. �..wi►� ,' , ."'`'`' �'Z� z;i�L.;L acv, -' tib wIL-L. r- djUYr-0 V . i ✓ s ' \ - v 0 - ccnuF PIa�T►�ev�, ATH MLL eF C-,wr.D wVITH ,• t nt�E� G{J'� T t�'.V `X11- . �J"G.4•L, wIv1E Aw-L40oseD �'`1!- .�,.. -,..ti,.._ ... �.r=�� ' I �. ��.-}��I/✓1��.� i r. �._ �-�+=�1..c� ,* S'. 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MHS \� \ , � c 94 y STM. MHS ` LSA II � r • 1•�' 1 I I r f or oa � / t I °, -_-__- - /� _ 194 / _ _ - ✓ ' \ N\r ��o�QIX (`O/o%I y/ /' _ � / I \ ��,'{p� O �� 2N0, �. n E • \ w9 r°v civ \ 9 N ` qvi � / /L► N 23. 10jtD IV `ry10 513 O O • NO•0 !� 1 00.00' ; 190 ..---'"�-f.'r• t I (tIM ZO50 J\ / N d I I r / Q 10 20 110 Yee .. 12IMZo2.O - ) S� ( •• {�2) y , J°� �� `• s - � P-IM 2oE..o _NOTE` PLA'Z,A 1�D JT�E�/A?��I�r7 Z' 91 m 1 HOMr SON ' I VAIVOOA & ASSOCIATES.- job), ARCHITECTS �t AIA - Inl(i -A It THy1FN FlF�f41H ' rL1 � 1 t VI,RTI��,1)I,RFUrI^ 9'105 \ •' `L\0INZIZ ! RIM 21z�so :2i4' � ' �� 51�� TFtFvrur�k I;ot ttnuese �• ! _ 212 '� `212) �1(0)- ale I i, __J _• - � �> \ -- 1 ' --- ;21(0) - . . . . .- V ,\ � •� \ � \ J Z t _... �2ry0 \ r T 1 - 20)— ,222) � 1 12 241 (22(o) /x.�+� 22(0 _. --- - ___.. - - - - .. ♦ v —"- - ,+— 1�.- - — + /.P. •• - - ---------'_"----- � .�- ............ -_ 230-- - �� _ --- _ - '- - --•-�_ --•-------�•-� � - P.P. 232 \\ �. EXI�iTINU FErG� 1v BI: kZ�lkL'NCa� 1 PoWlvc �� SW 72nd ,Venue I22c 224 2.22 220 234. 232 230 2't9 ' _ ,Nr SEE Al2Gu�. yT t'E PLT �� . SITE GRADING PLAN dt- ASC pAVIN(sk 1 D F'� D yID�W01.k r CLAI!4 XT ACCO✓1 ECTUICAL-— r . s GURU 't''fPE V^W.!es-- NOTE NO S IbEWALd_ Acr -1 VIP AVc.iEHT�fiANL6 I /lo Cor ICK_ Ev 2- GrZL HE;v eoc.IL G�� AIMMt111...1��)111TF.�?ultAl. / I,) SEE ARC-HITECTURAL SITr- PLANFOR CURB TYPe. ¢ L0Ca-T1oNS• ----C1tol ex1STIN(.4I C.ON•TcuK LINE T �� ?pL�oG-t2o�l-E L� ��r3•PA�.E 2) 22' ASPHA.k,TIC GoNUzBTIE ON 2" 6ASE Rcc.IG TY I IN PACLk.rN(71 21C NEW Gcar�ToUR L Nc(FINIc�N G2AvE} -, Arz5A4 SrIoWN UN51464DEP___SHADPD AI;X,S -To 81r MIN. --- 3" AsvNA�.rIG GnN!�ZCTt: cr,VINCw ON �i" ��E f2pGIC, •• PROPER?`( _INE I k C;•� "r'' ,'--� 3 , 1 � 3.) MAXIMUM "p'ls 5LnP6 UP Ffic>M TOS' OF: GUIQ.& IN LPJyDSC.sACD • FP,P. 6x1-,,,"fIN6j POIrJEIZ Pnl.rr ARL°A4 r-o12 3' MIN. 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MAY �S Off, -fes { N d•49 44 • `_� - UV Ir 14 �' •sj 1B,1g1Y ,� h „ILtTY ,/t.yl.r MINIMUM WIDTH 1 L I w v, ' . NOM. DIA • 18' �$ � -oGG Lid it IV t It3� 2d G-`(• l- , - j--� - ` \ D/� ,� �9 l 1 �i U ATE VAt:�E PAVIN rDATE: C.Y. t21 i�eP f•I! Pao�fic�-! ` I 1 �� r REVISIONS: i1ZoTELflol. o �o o �� of 19n r E/VO SBGTIOIJ Q • ., ..' I"` \ N 11' 41 E U B L El.r. BASE ROCK---- Q I" / '�j 7 l_ - ,' •..�� •' � t-T FfJS I1 w / C E E Com. V,7�Lr7 STT- �� • -• -- - - - ��' � � ¢,r,, ly .�-- '' � u �//se-4 F'T ETEI� a -I I '� ;s Lam!Q� I l .o r I41V, IA�.iao ` 6�, _ t;,Ilsra t P�iMPSrt s?aND� � � u- _ � �'>i4 21 Ig4.5d GDIJ616T - I- -1 III W ul ---- �-t M I I- > tip. 14o,00t I 1 BACKFILL- - S I �u I r+ III- MAX. WIDTH IN PIPE ZONE_-; III= o _III -1.5xNOM. DIA. • 181 I=IIt el 11 Ige.o V► d_ '�' �� III- -III-•I / IIT Ib`1,0 ,1 Ori - \y , ` n) PETAI L. OF WATER SERVICe .n I I- I I-1 I • �',o�� N ` �� _ _ A - �yti�!b V' SPRING LINE I o ..D a o DU I (,=III Ul o � � Irl Fw aNck N s ? A� PIPE DEDDING {-- 1�' ' �1 5 V ,' E� N o v J -� �I• • 6over� �p 2a,.ao' \____-_ -- �; I=III== •_�. I ••. MIN. 'SLOP•t r - -I I;;- I I 1=1 � -J �' I- �. Tf�Ie-4.L. �. �• I II-_III_ _III _III=11 Bn`Z' �i5 Fri. $� IZIM 205.0 TYPIC 1L TRENCH EXCAVATION do BACKFILL - -- - \: PIN G - -- -- Jt N L G = EXI�,TINra 1Z• -0;.; :.r},;U�E WASHINGTON COUNTY STANDARD • e ,� __ l ��P�T 7J "A,!rEk MAIN A �IzIM 20'2..0 �tIM 20-:•.16 .:�•�, V" -- - DSI C Gb~ P1.1 I. , ;A 1. O - - _ QIM 2n1.0- r rrlM 2oz.a � �, I�I�.aAI=. I� PR•OTEG'f'.L�� 6 MIN;MUM 1 5 LB.ME la01 2 HOLF5 ATSAN,5EWER) MANHOLE COvER(MAX, p^p MIN. COVER WT. 120 L_ TIv. 20-.0 II NO r CH FOR L,�TING HOOK p = � a-4'4 i••JG 3l0'oEEr FoQ PGE SEGorv:a•Kr SEkVtLr wnwUCrC.x:-SEE / IV I TYPICAL MANHOLE DESIGN 94.EG'r. PLA,.I D5 2 yGSP \ \ TEI.E('HON% ' r +� - - - - - -''r-.-•--'�" �'� � 5T,$, ---, - FOR SEWER LARGER '� THAN RISER PEf�ESTr+.L,- GE•E ELECT. I e , L1e OUt"I/f•TIG WA•TEe I2" AJI 11 ' I r; \ COVER AND FRAME TO BE $$ • I I �' 17,T cl (NI \ Manhole Standard CSP Manhole 2'-3' MACHINED TO A TRUE rJ -• I I ___ � �•III'' o' 19 I �I � 2--l' BEARING ALL AROUND �,ry 20dLG Ladder Design for IA\1 J I " 11N. L0-1.2E- \�i Tru�n'k� e� 2'-2� 3/d' V ' STIFFENER PLATE AtD VAI VLJlJ1�1 C�( ,ASSOCIATES r- I t i I I i 1 I Irl'i. aOa.zZ 4 C.Y. �' '^ I R'pL Gb ON \ I \\� CT `lf'�\ I �I� Lc` r. I I - , I - AIA ce, GIM 2o11•d►0 G TELE.I✓Hc,ML L71 1.4 ztt.o - J41 C1 GaIM 22.50 --- - --- I'-1(A' f'EL7ESTAL- 0. I u ►t0'-A"<O'-A' G�yULc Tj Illi 209•r�-0 ST. �C INV, 217.50 p - SEE FLE.CT I 8-� Ga ;g l Corrug,led Steel Sewer I '1Y2A^IS'n¢MEtz Pau �E.L t: T. 1 �1\ C 2'-0 1/2 II tv,n I`t nen I , 2,-35i4' SANITARY/ STORM SEWER MANHOLE FRAME do COVER I \ STORM SEWER MANHOLE _♦j n O'CL 7 .. PmrEcri vc P•7SrS OREN REGCIRED • 11r / . TEE PLUGGED CROSS WYE PLUG OR CAP I I ELAN FIRE,N WANr ,.v 1 5 ' ,1 1- 3"tPVG P;-C =.m LEEP r01i G1-M TELE.r-'NnnIE. GEr+tvlCt C4 P�Lr- -.:EE H 1' 6" MIN/MUM I>;I, - •H\ �:a• I` BEND PLUGGED CROSS TEE PVC, Plpc � �ce F--0Q r-a"c 6'-0" MAXIMUM 'ti • I PRIMNra'f C�I.L -BEEF• E.-EG'r \ / 1 PgOILL-rot Posr -1"pcar r ' NOTES: t LOAdi F/LLEO ./CONCAEr IN PRD✓ECr 3' ,, S ,� V J\� •�� ABO✓E GROUND 4N0 Sir /N CONCF£rE 1. Concrete thrust blocking to be poured aga'nst undisturbed earth, , /N cr�uNu 2. Keep concrete clear of ,joint and accessor-les. 3. The required thrust bearing areas for spe:ial connections are shown encircled ••• "�� on the plans: e.g. 15 indicates, 15 square teet bearing area required. � •� •• _ � 4. If not shown on plans required bearing areas at fitting shall be a! indicrtPd ---� -- _ -_-- YELLOW �I , - _ -- - vA/Nr below, adjust if necessary, to conform to the test res sures and allowable � soil bearing stress(es) stated in the special specifications. p,/ -NGvJ SEttJICC f�al.0 ! F'rae CrJ, - - ---- - -- III f 5 W 72nd A v e n u e I II 5. Bearing areas and special blocking details shown on plans take precedence over ; b 3=6" M!N/MUM bearing are,:s and blocking details shown on this standard detail I GROUND L/NES '�� d„v°N 1 FINISH GRADE BEARING AREA OF THRUST BLOCKS IN SQUARE FEET FSIZENG TEE, ORWYE CAPPLUG 90* BEND TEE ONPLUGGED 45*BENb BEND/ BEND ' Ve•1 ,,� it ` - f l III a ► • I a f� I CROSS Al - A2 �!.• 1 I � 4 _ I ,y �. --- --- X11 I SITrE UTILITIES PLAN ' --- f i a 6 2.1 3.0 4.3 3.0 1.6 1.0 .,ti ��I�� 8 3.& 5.3 7.6 5.4 2.9 i.5 2.0 -- _ __--- -- --- ---._ ..--.. .- ---- --- ---------._---------- 4.0 �II I I I I -' '' 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 rHRusr I VALVE ear ecoc•A H12 :'.0 0.0 11.0 6.6 3.4 1.7 ! / I II II 14 181.5 1:x.3 "3.0 16.3 8.9 4.6 2.3 2�'Tlll�• G•I, G3>a�Th 111 11111 ,i 16 15.0 21.3 30.0 21.3 11.6 5.0 3.0 - III 18 19.0 2 7.0 38.0 2 7.0 14.6 7.6 3.8 ..� GENERAL NOTES: ►,! `r l i =-=' - -- - -- Y 20 23.5 33.3 47.0 33.3 • lE.l 9.4 4.7 Ian •G,Iw l.k FrfTInIG IaPr(Tr l�'(IC�F!f toy e • I N MAIN -1_ 24 June, 1987 •,. to 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 t� Tv Cf�ULkI,IG Ilu� I �♦ I I - -- ---•_ � - a • I� q,l,p F111'1rgG I -1 "".=-" - � 1- All work shall comply with applicable codes and with all of � �I�IIIJ - Adopted from A.P.W.A. Std. No. 62 F Y PP ��•. 2 Cu. res ca1r "1 d A the requierments of each serving utility. 3 - � � ' rr�w'r NOTE: Above bearing areas based on test pressure of 150 p.s.i. and an allow•lble soil ec ocK' r B 2- Secure permit from City of Tigard for construction of sanitary o bearing Street Of 2 000 pound per 5 ware foot. TO compute bearing areas for @, a - � (M4"9E EL/M/NATEO AY 9 P P q P 9 PU: ' � 1rJ fzr and storm sewers. VARIABLE USE• OF r/£ #005"1 different test pressures and soil bearing stresses, use the following r MIELL�FJ GoEr<s1'• At a 6 3- Secure permit frum Metzger Water District for construction of __ -�____._---- __--- equation: Bearing Area - (Te't Pressure/150) x (2000/Soil Bearing Stress) x 4 , ---0 o rEE water system.�r�;" y (Table Value) I�1�IvE d~ vUr r} ,6 6 �X W�xF�EEN 4- CB, construct catch basin according to STANDAPU CATCH BASIN NOrE I I _ Y detail . 0) HrDR4Nrs TO HAVE rw0 2 /Y" ANO ONE 1 /c" NSr DISCHARGE. 4-- - a ` I S- SS, construct sanitary sewer. (j) MMIMuM MAIN PIPE• -w.� SUPPLYING HrLwANr /S r0 BE 6," 6- STS, construct storm sewer. (Jl COLaF AS NorED a4 owsvtNG ABOVE. cra fA.,44 - .e -� 7- P, primary power service line, see electrical . e.BAgR!Z-g4SSIItUSSF':' Rl!/6 MEauM �f4LOW OR EOUIVALENr STANDARD THRUST BLOCKING DETAILS o J, 6 M e. - - r 6 8- S, telephony power t line. line, See elect. ical . (4i HY0#A.Ir A/OUNr/NG ro SE OF IMPACT BREAA,-AwAY rrPE. 1 J. y ,,�, 9- T, telephone service lint. - - b «' a Al 10- FI 1, LUIIStr11Ct fire hydrant per detail . STANDARD FIRE HYDRANT I) 4 3 PP a 11- DS, construct downsport with clean-out and plug. ----" - �ILT�fl 12- Ad, construct area drl,ain, submit details for review. 13- See electrical drawings for lighting and lighting service. 14- See specifications for additional site. work requirements. , 211a - 13- RIR-RAP shall be positioned so as tr protect the soil slopes 1 from erosion. L STANDARD CATCH BASIN N,T.S. .. y•tom' VLM1C Jo$ 72A,2 ' ... ......•....,q :Cw�EA+,.9.nsev ..w....,,.,.,n-. .,..,,,,.o.�,r,,,...,.........._,...... ......_ - kr,."•„wx,.,... h _.,....._ ... .. .. .. ,..,. ..,.,,.,..w. _._-,_.�.._,,,....._._..__..._ -_. __ ,., .wr.AR""••,ru.....,....,.,K - - ,,. '111111tIrll N(IIIIEItlrltll�Ilt IIIIIII 1111111 111111! 1111111 1111111 III'Ilt IItI►II 11E11I1 IIIIIII 111111! IIi11I1 1111111 Illlllt 1111111 1111,11 IIllIII lill1Il 1I11111 1111111 1111it1 ! I ( I ,I i ( I NOTE: I F THIS M ICROF I LMED ..�+......�- I 2 3 4 J 6 7 S 9 10 I I 12 DRAWING IS LESS CLEAR THAN +-- -�- - -- --�+ THIS NOTICE. IT IS DUE TO <Cl THE QUALITY OF THE ORIGINAI DRAWING. OE R? 82 12 92 S2 E2 22 12 02 61 RI ll 91 511 bl E! ZI 11 r.1 6 9 J9''"�'' S' t b E t I"•d•" ,nlluulnHluulnnlu IlhullnuhntlmdnlllUIII11uIIIIlIII11�lUlIUlIN11UIHIIIIIIIIII,�,11111IUI1I11!IIIIW;IIIIINIIIII'IIIINII11fHlllt)Ut!Itllllit1111111IIIIlIIII�I111IIIhI1111I111111II!IUIiIII�iIAUlI1111111WLll1111L1U�lIUWUIWlIJ1UI1111IIUIIIWIIIH MAY 1 _ 3 11990 - -- - PRPF --- Ot _ - - COLUMN & FOOTING SCHEDULE �` -- -- � d � Im onraoN 22 qk\ hn t_/ �io �3-u � I� 41-d 02- i 12 +� �r� � ;;4� �rel' c:l ��►-�,11�3�-c��l� lu' LN'� _0 �- I I - -- '` L f<> I� \`'� `61r� vP 1', -7• `i a? �- O I�' �1(O. ��li , ' I x uy 4J•V Y>> I� 1�.1 rJ�, - —• -. - - _ - - N -1 ��oRh1 hl:I.1�fZ - - - - - � �� "!• I� •S'1 f!T, I }}. o O 9' IJI� ��}• � Y I•d � I-U / 3�� J r-t�il r��': `; �I�� •��`�•� II-'In�II'¢'�I G.�' �J'k5lrrlr ICo'1 G:- '�� .. 61AY I I Lcr�'t {�RP+r-) P _ { f b I j , ' - ---.-_____. I yJn k I , l �1..�Iz• � W r I I (� moi- �f�ill�311211,`%};1 I ( 911x q I I 21LII,,2ISI I I f� (. 5TT►M �•IA1. 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G ��'I�I,, r r O� T I- -� N = I �j I.II - -� _, 1- I -T� �7 TELEPHONE:(503)220-0668 Gj 2 U I ` O I 'PORTLAND.OREGON 97205 '� �` S• cc,l,. r _ 5 -I �y- - I U - _� _ V N 4 _ O � � 3 ca � - _�J'` •-�i°•"I - � -� __ _- �0 1 I - _ ti1r1_� N N I I I � -r -✓ _h -i- _!T L I - -_ 1 / +5� ►_ _ r - Q- -- ,_ - , - I II , ii ( II I II I II GIt O I I I ; - -- �.i I ,�- I !_` '� h -�,__ -- '� ( !all 21011 I �1 9 ` h I �� - �,I I 112 loll LI � ' 2�l T — —--- - —-- ,._ — 1 I I._ I - L I - r --- _ _ - v) -p ,r - ,,��,� I �� ., � a- - 1 — F ''1 pRpp ht Gol.. -fa ,�-I l�1-•I O L1 I J —- _ �I - r >= I U — - I I I'�� rte-• I � � I � I I Glyn j 1_ � - cli P'u G-r N GvL F�C�65 , I � II N 4•,t 101 O II ,z or-1 ' 4 I •; P P� , I�_ I" `141-0 ��' �-TI � �- � -d _. ✓,/`. _`� �� , I��ai,•l I►.�CSS T 1 j t I I ,� 30 " I - i - _t5 ]-'-�u. ► • �P, - ► - O - - - I r I10 v7rl -\- -- -- --I _N 1 11' Ilo, . 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I II �,/ q II I II • f'�r�- MP•SoIJ R-{ /'}'�' �al� ��2 y !/2 x I-o I,.J ?. - % II II d i I I, I LI! , pp-1 �''EM v�LL ;%r ,EG %Z'I 181 1l�l.�l Pahl CAL-5 ,", - f -- _ �II%� GOI.• r gam. a-�� Gti�itJfz` .moo IF-`' �. c�J' C:01411-wel p`��.tJIJ , . 11 11 M' I.1kSL�hl P►f`�:.H � (s IJ. I /L{'i ,rT P•rNn '�4 "4 Vii{ � l ti-SIM V 1'('�CAL- If • � F�-• I•-!/�->/`�I I� 3 � �rl,�LE �_ 'j0 i��L J 1 \ % }P lea ' -C7 GI• / 1 aR,}Gp•f 1 Gl�f/K o ` -7/'7 L � Ag-tV L ,M•4:Y'«A.... - • - ..:a C•h r� I:'. )"r`c, ��z _ 1 ,`,`, '_ h -- �L, *,L-,w r , P i �,�- Ilv pi,f• ,-4oR . i%wyw, _ I HOMPSON -, n i o .i - °+ ' • •.tr N w" `' _ �� .I- " r�l I r F'O I -�- `/�I VQ DA & ASSOCAFIS - ' ITECTS D�`,IJ ISL, - / \I`� . �- 17GI,IZ.IID , f . .. ✓i. Iv S+U'r 1•JPa,I. SIA I iI} + 0-,t4�fj 1010 SOUTHWEST ELEVENTH .. r 0 �/ L lG� �' '1'0 \ dr- 4 o I ` '� P • • II NORiIANO,OREGON 97105 v o i J �v TELEPIIUNE:(50)1120-0666 r �� ?��x• h1 hF �-, i4 y:• 51I. �Iz -- ��E. l Irl P`�lit'+01.-( �- rl �►-IElc�l w!Ilrfrl -t-I/t�' -1, Rfs �:F y>% o l <_ ' ' r I pLE �I�IPu. 2:; ' ' r-� of f%1�-!�Et_ .� I -,� �I,ol� ?ot' of f�'`�'�,, � ��F' _�,._ I•-law Re!I I r��+ ,.w trl� etw v'� G ��I� coNrJ lol� • P�rEL�TYI' ��a� • • SBE I� �I UI� � ��, {� I�'' � W•F GDI,• I�o T� G�L G�• I �'1'�I�`� �� r-1�'i'I vh.I ( ��I G�`I� f�,6•rJ�� G�� w I I U f�P��, ,.1 � _ �I� � r-_'r�•J rl I� I�•f I 1�I1oll Gl� I'III fj' (f�5) h2 I II SI C71t II�L,_l1 X11 Idyl QI I�rc t� I !.� �I 01-°_ Fes'• 1 � - - rr�7- '' 1 I I.IPI.Ii `'Xi� /L i-j �a. Gr,�� -T vLL I�r. - - I l�R�vJ- llf-I�, anLaD � - 11 _ rte, ��I� o F o� 1 rar + ,-' `�` �%• ?�+`, ''f`(N raL' �` F��' � ♦ ,� �u � oma, ,. e�rry _. �• t �• >:., �� ;�IrLi ' ��I Nc.. �u•+<�•�2r.�.'� '• IY� � v�r� ,,.Iry Sl,p� - I r� 2_�5 ,a.�,,� � ., , , 2 II Low) �rl I I ' 4 >< o r-- <�Ee �Pu. ��r+L17 I �L,rZ. � e 12 0, I� - 2'4J' �• r l L -- — �if - o. r�i� � T►-+IGKf�bn� T-��+ --{I? � •, ;, j � IIP t' T�aG��( �IF�I�fr�N� ° fZ✓I -1j. Q f`r I`� A,�.�' . w'EII IF, iy,OM r1 I !I C,;. �L7 - LOl/P�i �..Lli I�� 1- A I I� �''�"I�• ij. �^ � � � •� ,, ` --- F �L v , 2_��- �I.I". FLS, - ,�� ^• �>E� V'1�-• 21��n � I�J� �Rcrl�•, __ �10 �. X1.1, rl'• ,' IUr-I C G�NI� Ahe 21 �l. �i�r-I�.I. t;L.E�/P�"rON _ LLi�a 2 fel l�J- Ivt`1' Grf2iJ IIIc 2� I"�PsxlN1- L� ��:G I<JI ) ,2��_,� 1r1�i-1- �' III�II-0' �� Is : I,P•rJl�� 1 Lr I.) A Z GZ'o V J AI JAL 11 y� <''•'L 2 .�r1? ---- G-�% .E, ( F r ?TF= ?.� ofz �1 u2, � /z '/� '�fy 11- �,J17 IIrIPI.i •�Isi f /K C'.c:AJPL) ^�/ f3'll I.vrJC.T rIL.LsR FZOv x _ 1�\/ C---MLI �I �� L�Sf'f%�' FI�.P•.!vr.►��5 "ro 11 ��klS. Le J � s vhaL; - 3/4 rJor`I I/4 w _11, W Ivr►a Cry !� �• i�'I o �`� I'1(1�'fT f�.G �-�• "1P Ll. � /' a�" e• • d . ,o ��,�I ��I� A TO -)LL, J 0,J T) �= - 'I-� J Ia� LP a, 51V A ` �4aN G .� -- .,. `r -- Icy I I !I Ali✓EptJ I?r��k- IrjE I. ��fOCJL-6 �- ,;�. ��... �,�g°�.� +"t�' _ � -- __ . � - 19 ILII =_�� ,, •�•. �,'IiTL•�r�N '�'C 1,�MI� • �2Y1'7� SII f ��' .�I'-d' r =� a� ' 'I w II . , I✓Tc�. ~`'BG 2 #� E�• � � � � ,:: r.�,lr• K�. I,J/2- '/s'I� >< �I r-IC�,�� - . . .o ��5 ��,�, '�_ y _� -- �% � ��, �:�Iz I--E1.1 ,. Gor.J�-r; I�11 _oll• e I e ^� a �}•y.(J f�"�' - -- _ � (� � '�M� PSN�N1, � .7}I-Ir.7 lel � � Ii r ,�, ,� o I � I I :1, _ ltd � � �� r~�,.s,,, �' I • .. � (� 3 �I�� _ _sem. } o� I I � � I I a � \ori J ` '1 ''�' '� ` • • � ' � � - b--- � r • _ o 1/ X 60 V ��D.iC I�P�•� I!V ' ' 2 '� Q�1.04.I OQt•I v.' Go•fr'J" �- - '2 ' 1 �Lo�� Q1ELvI.,I Pfcs, S-2 0 �, '�. ;'�., �=- �'M F � ��E:�-- STI Ui-) �,. �I I �+-I�L -1 r�.L GolI�_I • ( ? ��I.�') '` 4� �I-�,`--'•�'%� ��11.-• '; � L>NI��-'�-P��' I o.l I � I I 1 .��!f\) �. ! II'=I►-�! �.`1's� ��__..____._. � I,�IlwI1 n =1-0 ' i __._ �IJr�:IJ E�'z. 1 { —.—AxRMfYI ... ... 4 , .. -- ..j.,.w.•_...-.... .. y,d- �.�'lru rn .w.wM+..M, Yw.•.. _. __..— •�� !'� I I 1 I I I I ._.-,.';.,...,._""!..�".^'""^'' ,._ ,. r ...,I•w,,, ,,. r.r+rw±lr•ln.r 'rr,.,..r�:.•W ..., �,•_ "-__ - ___-. . ._._ __ ._ I I I I I I N I I I I n l I I I I I I I I I I I I I III It IlllIIIIII l ,r 111 III III III 111 III III III III III 111 111 ,11 III 111 III III III III 111 III III 111 I 1 1 1 1 I 1 1 1 1 1 ) I I I I I I I I I 1 1 I 1 1 1 I NOTE: [F THIS MICROFILM.FD 3 _ 5 6 7 ® 9 (I(� I I 12 DRAWING IS LESS CLEAR THAN r ---- . THIS NOTICE, IT IS DUE TO THE QUALITY OF TFf. ORIGINAL DRaw[NG, OE 62 82 L2 9Z SZ 02 EZ ZZ 17 02 61 81 LI 61 91 bl EI 21 11 01 6 IN -1 L 9 5'4•...1•---Ih E Z 131.1 • 11111111111N11UIIRNIIII111111111Ill 11111111111111II111I1111IIIIlI1111I1II111U1I111I�IIIII IUIIIII��lIlf11IIIIlI114II11111111IIIIlIIIIIIIIIlI1HN1111�111tI11UItt11IIIIlIIIIIIIIIIIIIIlIII11IIIIIp111I1llIIl1llIIJIIllW1ll1�i111I11lIIlW�UU11Uu1UllUIlIl111Ill1'(IIIIIII�II'NIIIIUIIIt! M Av. 1 3 , 1984 lam, ' � C 5n) GENERAL NOTES ��oGENERAL tiIe t1D 1Y ��ti 848`2 �, PrJ i I . These notes szt minimum standards for construction. The drawl 2 g' ORtGgN govern over the General N tes to extent shown.s /jx -7 fel-KIS• D d- j lrf ��`�, �� /2� ,1c-�j u K v 2. Contractor hall verify all dimensions and conditions on drawl I 1 1 plI � �� 2 1I/ $, 5 %GF �'.*►I I r' ✓ Imo, 2� L�' /l it j II f� l•-// ; y 9GG 22.A c and in field. Cwith architectural , locations me openings through floors �iL�[ �I-M�. -�3�, ° j; ��l�l� P, k5 C: �!'ZIIO.fi O J�� J �, y� P, p,, � �Ilo` 'tl�SE KNP� roofs and walls with architectural , mechanical and electrical ; \ �� Q 1 I]" j plans. Notify design agency of any discrepancies. i'-' ,, / s ) / i 3. Contractor shall provide all necessary temporary support prior �f � � completion of vertical and lateral load systems. �� .; - I 4. Where reference is made to ASTM, AISC, ACI or other standards / \ �� ICad L(rlot ; latest issue shall apply. y �� 'I J / it r�iy{i,_ -7 •I�•�1 5. Inspecti, n and/or fob supervision is not provided by this desl � \ Y r agency unless specifically arranged for by separate conte--t. ----__� 6. All work shall be in strict compliance with the Uniform Builds Code as amended by the State of Oregon and al other state and 2� 2 �p II1 rl' FLM local codes and building requirements that apply. {1�-I�'�: 2� W fZ Kv �• �' l?+Y , ! - � � �N �, LG��I, �•� +C�, /�� W� I/I�ZII� 12 JLC,1 rf�"I n fx�l.7 LI I�T� 7. Design Criteria: ?vL'T e mfr/IV.c.• LT l! IiG'.(i• QINI �IL�i O� �`.1'L �jFi� 4Vcsr1 . . . . . . . . . . . . . . . . . .50 PLF LL f a. Floor. . . . . 125 PSF a Stor . ;r•. I.OI �t�.U1111'rl�/�✓Ll�j'2 � A, ix I�C � {( Jf-i!+lr�✓��liti1l,1��O;�L 1 b. Basic Roof Load (s^ow) . . . . . .25 PSF + Drifting fZ �fuI-• C. Wirid. . . . . . . . . . . . . . . . . . . . . . . . .U.B.C. BO mph Exposure B y. d. Seismic. . . . . . . . . . . . . . . . . . . . . .U.B.C. pane II FFI(> B. Mechanical equiament, mechanical and sprinkler piping larger I --- I-II ?,--i � Y 2" diameter or other- items prod icing a hanger load over 50q s be hung by a r,ystem approved by the design agency. Any hang: producing a load over 200q shall have additional framing inst to transfer tIEse loads to the main structural beams or walls. + - unless otherw. se approved. i FOUNDATIONS i 1. Design soil pressure 2000 psf LL plus D.L. I_ I ( � `� I 2. All footacted to hear on fir+n undisturbed soil or approved +1. 61"1- 7 C_ � �1' rLu J,. U�/F� �J�^Ll. ✓" J ��+�i. /�i�1 �IaS (J N. I, 1.112. _J (✓ CD `I�1�{I�N compacted fill minimum 1B" below final grade. Notify design �/ II+Iii J I=11j _Il�il Ii1-I1� agency before proceeding it an,,, unusual conditions are encou II��I III�IhII 'S�' 17 in the footing excavations. _ ___ ��I,� �I• t/m., 3. Do not excavate closer than a 2:1 slope below footings. 4. 7lean all footing excavations of loose materi ., by hand. 0 l 5. Excavations may be under continuous footing ire pipes. Back ,�_ �c/LL ITI• �u/ tbe approved by Engineer. 6. See drawings and specs for special footing pr paration. oN RETE l I - d > 2- H�,Jr�,, � �` 1 . Strength: Average concrete strength as detarp+ined by job ca � --� _ _ - r.7 / 2X stir-c.�• ' cured cylinder to be 3000 psi at 28 days plur increase depen - upon the plants standard de.iation as specifd in ACI 318-7 Average concrete strength to be 4000 psi at ncrete wall pa - - - - 2. Minimum Mix Requirements: / y a. Cement content per yard: 5 sacks exceptlslabs on grade I "I , ' 5-1ti sacks. I'I{LI I I I l b. Slump: 2 to 4 inches. Deviation from design slurry over --� I r'*` - - to -1". _ -I C. Air E+,trainment: Per ACI at all exterioi slabs. C_1 -I•h� en-11 i � / - •, d. Arsmix . Water reducing admix: (Pozzolith * equal ) for al _ slabs on grade at tilt walls. I I I lirI ! -� - -- - f .1 =�1 17 3. Place am cure al l concrete 2X ��' I I} - • - per ACI codes angstagdards. - 4. Provi.e ontrol joints in all intorior slabs in g-lade at 25'O.0 �r ��. j h '��Er I I 2� -�. SGS ��►1-� heavye,-,Cl way maximum unless otherwise shown ptIans, pros�{ , �'►tJ d+ L a}-��+ I �C,Y.(icJ�`j �ARAy,L� I I \ - heavy (3. 4") tooled joints at 5'er i r w and s lded expar�I joints Lt 30' -0" o.c . in all exterior walks a s abs. 5. Sleeves, pipes or conduits of aluminum shall t �uiI I� I I �I^ embedde / I I ( ' '� U_ > „�� X i2 i1 II I Z structural concrete unless effectively coated. 11 /,�_ �4I4'�-�� I II 1 --a�,��lJ 'Ci f✓' I 50LIv 2,r I..l� �(vh •r � a II III P`I /4i1 y...4 7 tlyvl 1 J 11fY REINFORCING � ��' .db-1 �!"`I, �l/� ^' �ICo h JG✓• r� _LL� 1 . All reinforcing steel to be ASTM A615 Grade 60 opt ties j_ {'� x'111 Y Jt11� Lj1 stirrups, and dowels to masonry to be Grade 40. ! ry T T 2. Fabricate and install reinforcing steel accordi to the "M 1 ►.IV• �y(U U of Standard Practice for Detailing Reinforced C1 ete Stru es" ACI Standard 915. 1 3. Provide 2'-0" x 2'-0" corner bars rq match hgri- al reinfing j �' � �� J! 1. -1, � " ' '" � �/ �� LL �• L moi,.. wl- C.G/N V'+r-w in walls at all c ners and intersections. G Ij,� 1 > III P lljll� III_I�1 sly 4. Splices in wall reinforcing shall be lapped 30 eters shall be staggered at least 4' at alternate bars. 5. Provide dowel•.:, f,-om foctings to match all verti wall , pi�ter and column reinforcing. Lap ;30 diameters or 2' min. 6. Lap all bars in intersecting footings 2'-0" or iameters whichever is greater. WOOD FRAMING 1 . All lumber species and grades tc be as follows: a. Joists beams and stringers. . . . . . . . . . . . .DcI1 it a2 6" nom. and greater beams Q stringers. .Dougl it ql b. Bucks, blocking, bridging & mise. . . . . . .Doug. or I~e it #3 (� nC �I C. 2 x 4 studs. . . . . . . . . . . . . . . . . . . . . . . . . . . .Doug. "sty or � � �-I�/��I-J�IV „std" eat UA�VO�A & Of. 2 x 6 studs and larger. . . . . . . . . . . . . . . . .Doug1 it e. Sills, ledgers, plates, etc. embedded Press.' at Mug. I A550C�A� �� in or in contact with concrete Fir q- -1 f. Posts. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Dougla r p 1 2. Plywood sheathing to be standard grade with ex ter glu install All HIT and floor sheathing with face grain perpenoi r t Ll AIA and stagger end joints. Install 2 x 4 or thicker cki Block roof sheathing where noted on drawings. 1 1010 SOUTHwE5T ELEVENTH 3. Fr amirig anchors, joist hanger, post caps, etc. , tr "S1 son" or PORTLAND,OREGON 91205 approved equal . TELEPHONE:(503)320.0665 4. All bolt heads and nuts bearing on wood to be pro wi a washer . 5. All nailing to be per Table 250 of the U.B.C. Na i all or on the drawings are to be common. 6. Cutting and notching of joists not allowed. 1" di er h may be drilled in the center 1/3 of the member depth. oth oles to be approved. 7. Studs may be notched in the lower 1/5 of the height stud' r electric and plumbing pipes, but no part of notch i o be Pr than 25% of width of stud. Hole of diameters up t /3 of th I I�lil► G� 'r0 /�+ of stud may be drilled in studs, but not in center of t height. / w✓�VIrI �'�II u WOOD TRUSSES 1 . All trusses shall be manufactured and designed by T Joist �, �I� r 2-2f IV 014-- 'd _/I Z ?+r12 Corporation or a prior approved truss manufacturer he +' r! '2� 1'Z -� � � I ✓ following load requirements: � - � ��y,��2 I I I W r "1T a - x Ip?I�1v. I �,>qo 2iy ; 0 W;p Roof Joists: a. 25 psf live load (snow) + Drifting - --- u b. 10 psf dead load top chard JL ',;IIa. 1 - _ 2.2 10 ��1'1 C. S psf dead load bottom chord O�IV Of.e. Meth. loads per plans i �I 271sT _ 2 1 �• I� �f e. Additional loads imposers by special conditions. drawin If IN IT-- •, I✓ !#Z"a v, ? Z>$ U 2. All bridging, bearing hardw. rL,, blocking, hangers, et that �__J _ +- w (I II _ �. SYr� connect to the roof trusses shill be per 'Eros Joist C oration - _J ` _ standard details. �L a41,1 II - ��- i1-�� :dl _ '- -ri` - V10' II C�l.%��>3Xt �_ II 2'2xa 2 $I� oma• 3. Truss erector shall exercise extreme care during erect n of coo 4-,p �'' �..J G trusses to prevent the trusses from buckling laterally Use spreader bars for lifting trusses and provide lateral acing a5 I GSI N O x •� T/ c J = n necessary. 4. Shop drawings shall be submitted and stamped by a regi red engineer in the State of Oregon. I l II � F''I1'i ^ 0 �Q�1 1�- `C �~�ay i^'�K+^'p I • q -x_ 5. Truss manufacturer to inspect all trusses after they had been II 7hZ1r14'S. �11 11`` IGxi[7 �j / �+ � Q II erected and roof sheathing, bridging, blocking, etc. , h been �! 1 �L �� E- �` i V q/Lys -r-,(✓ j `v _M 11 II •'1 ,. installed. Manufacturer to submit certificate to engine that the inspection was made and that trusses are in acceptable ndition \ �� - \ and meet with the manufacturer 's design and instal latiorlrequire- _ � moots. `v �x ` ' -�- l�f STRUCTURAL L M:SCEL;_ANEOUS STEEL 1 . Deta11irig, fabrication and erection sr all conform to the tee - _ Construction Manual of AISC. All steel to be I except as noted. 12�,V J. All welds to be made by Certified Welders to AWS Standards with 1I - 4 ID Il. II 12 >.c., 2t10 IC�Io�• I I 41 I I F"70XX electrodes. r � O•w _ 4. Bolts to be A3U7. Provide standard plate washers under all bort ( - - _ --� .♦, I `�jt - �2�1��-`� v - -II '�y heads and nuts in contact with wood. 2 1 ?4x� I1 y , �� I Irlo i a / I - 5. All structural tubing to be ASTM A500 Grade B fy 46 ksi. aJ k '�. 6. Do not oversize drilled or punched holes witty burning torch. -1- 7. All lightgauge steel 16 ga. and heavier shall be formed from steel of ASTM A446 Grade L with fy = 50 ksi . 18 ga. and lighter t be �Ci I )1. ` II 15104 ASTM A446 Grade A with fy = 33 ksi . Detail and fabricate OI �j.2�10 lightgauge steel per AISI standards. - -- BLOCK AND H - � I I HOLLOW 500 p 1 . Assumed f'm 1500 psi . -------- 2. All C.M.U. units to be Grade N-I per ASTM C9U dry to intermeiiate humidity condition per Table No. 1 . 3. Mortar to be Type 5 and grout to have minimum strength at 28 days of 2000 psi and made with 3/0" minus aggregate. I 4. Grout cells and pond beams that contain reinforcing or embedded -•items. 5. All work %hill conform to Section 2%402 thru Sectir.n 2416 of the Uniform Building Code. 6. Reinforcing for 8" CMU to be AST11 A615 Gracie QpO, placed in cells as noted on plans. \ a. Vertical - See plans and schedule for all vertical reinforcing, b. Horizontal - Locate first bond beam t mea40" o.cate from ground I �3/II ILII ,fui � / floor, at top of wall and at each intermediates floor and roof level unless noted otherwise on plans. Bee plans and schedule for reinforcing size and spacing. C. Lintels - Less than 4'-O" . . . . . . . .2 - 04 in bottom of C ' lintels QD 4'-0" to B'-0". . . . . . . . .2 - M4 `,n bottom of 16" ��Syf lintels ' FL"•�T"" 'S d. Corners 6 Inter sect,ions - 1 - 2'-0" x 2 -0" corner, bar at each I, 1-I'/,�b'T1-I ��-!(� -TC, ¢--Fr dl GT7K �I-+Q^J(7, 1ll�l. I.n bond beam same size as horizontal rein*,not bg. r.lp. (p, �f' NPJLh L CSI i7ti �`d-1 JP D rtXiES 7. Eleccell or boxes, conduit and plumbing shall not be placed in any MEZZ. FRM�G. PLAN 1 8� loll d-c„ rIeUJ• cell or course that contains reinforcing. I Y� r B. See drawings one additional reinforcing. Y V �2,) �L�, v4�� U �.A 5� le, ov, aJ� �iT� S-3 1 9. All masonry construction requires special inspection and Ione 1 II_II�I •r � d MIN. C-t`1i Prism test per 5000 square feet of wall . �1.GY✓F �!, E17C31 � e¢ r lAll� r�'S� �.clDl.�iii- �lA t,S �: "111 v.rr• . .. 1 1 ► 1' i l l i III 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � �+; r'I I I I I ( I ( I I ( I I I I I ( I I I I I ! ( I I I I I I I I I I I I I III III Illllll III III III III Ile 111 III 11t 111 III III 111 III III 111 111 1 I I I I I I I I I I I I I I I ,r 1 NOTF: IF THIS M!CROFILMED 1 �? 3 -4 _ 5 6 7 8 9 I)0 11 12 DRAWING IS LESS CLEAR TITAN .` -' - -------------- THIS --- THIS NOTICE, IT IS DUE TO THE QUALITY OF 14 ORIGINAI DRAWING. OE 62 82 LZ 92 SZ bZ E2 22 12 02 61 Of LI 91 51 bl EI FI II 01 6 B C 9 S b E 2 12,810. rnllunlunluul::l;In I+r11INnIunitlull111l1iulallll1111I1111II111I1I11IlllIIl1UIIIIIIIIIII�1�llllllllllll!IIIIIIIIIIIIIIIIIIIIIIINIIIItllllll�lll!1111 LL --MAY MAY 31 , 199C► _.._. ....rs...gnn,u..,•--.- -,r,m_ -.. --- _.... - _ . _. .�. _..._..,,,r,,,,,........................,n....-_.__.__._..,._._..b_�,,,.�-..._._...._ _-"*.!4•--•• - _•-...and+6 A. -. -.. _ .�".,._•„�� ___•_......_ -- - --_. ._ _. -1?,'-�y�►I - -- - - ---- --- -- --- - Vic`.' ' 7�'I ._ ' 8482 ORIEGON J, Wit 22't:11,1f1! 4�j1�I(rL�,/ __ •,��I I M � � -� I I + �F ��I�•-Icy - __ -- ------ i ' - I N. t I I ---- -- --- --- _ s -14 d I p E to -< -_ - - --- - -- _ -�_ _ I j / _� eI _- I I p• 'fes r<1�� /� I �)P LS M E '(o E 1,4 14� uw - -- - -- -- - - I \ I _ —.— �--�--— - --- 1 - I 4.) 11.4- V� ,�'f1H i , fk �oLX. 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AS FZ+":ol� L MSI, JNi'f5 22 T II��II I '� 1 I - .—_ I II 1 � I I - - rj�F -►1 r1's. �Fr� ;=`f �-I j�sT M�• 1�L.k4 - �p I--I''' I �l i &J-say, II vf4 2 Ic ) j� p, h i"Ii Ijv �� -elm p. . .zvj6l " �vIZ � ioNS, U Obi �'-) �I -- --- - - e I 11 ry I L LTJ _ _I -1 4 Jt I t Ord v �I \ ~ t �-I -&LO / I J. — N �T 9 0, v� ILII I �� 1 8-o - ¢,� _ _ X I,� j1-4 ;\ I Ire x �?f 'ro L,E1JU!'.�- _ ---- - N � C� � -� �I� n J '� � �k -- --- -- ' � � jC I.�G-Ejt• '`�k'k --- . ROOF FRAMING FLAN � I - k I - 1i '� ->-�.� 2f ' IIy I-0I �' W L./ 2 -- a�� `-z'FFT 70 r oar-,L.N GP•Na S-4 A � lotopm � ; ny�m ,�!M'rr"n+wne AANyer....ra,,.-,... _+.IMiN4. .. rnn,nr,.•..+r_"..__......,.... ,..w M.�w. _..._...,». M�(Ir•-+.w,,,.w,.....« ,... ,.+�iY.....__ ..,.. ___.._-...-_ -" -- .... -- .. r _ I .,:. ,�11111►IJ111'�III111111111�.11II'IIIIIJIJIIIJIIIJIIIJ111111IIIII1111111111'11I'III'I'I'1111111'IIIIIIIII�III'IIIIIIIIIIIIIIIIIIIIIIIIIIIII'I11111111111IIIIIIIIITIII1111lIIIJIIIIIIIIIIIIIJIIII � �" ` ' j ,...,.. I .. + NOTF: IF THIS MICROFILMED I ? 3 4 _ _5 S 7 9 9 h(, t 1 12 DRAWING IS LESS CLEAR THAN 11-11S NOTICE, IT 15 DUE TO THE QUALITY OF THE ORICINAI DRAWING. - --- - ----- - -- -----...___ of 62 92 12 92 %2 bZ EZ ZZ IZ OZ dl 81 LI 91 CJI bl EI ZI II of (i I9 L 9 5 t' IE. IZ .1 ,mINNhIHIIIIIInuIIIIIIlilt lRN11Hill nIIIuIIInIINIIUpIInllJudJuIIIJUblulnulJIII IIl111I;IIlllll}IIUiINIIIIIIIIIIIIIIIIII11I111111I1U�IIInIn1111IIlIIlUII1lllgl'IIt!IIIUIIIIIII'UIIIIWIIIUuWlllll JuIUUIuUIIJ�IE�II,IJUj UUuUIIllJIwUIIUI�I111I11h MAY 31411990 _ ._ _ ......._._..-...,-'yP_..-+--.- .-.-..w.._-•_.__--_.-_-. ._.-.-..�.. _...,,.--,•..-.... �.w.. •. ..,,., .. .».. 'Twr.nYP*'.. .._-..-aw.i., - _+rte..-. _ +..-_ _. ,Iy - - ....wy. . .,..90 . - - - _�- 2� 2v Vu-6, ?- " f•.�. ��. LJ v. 'V I� -, 2 r ttt�, rsr� t, I,J 12 P T 9LtZ4 6 L - �(1J(i-_�cll.sT �r,L= 810E V� II it � C.il4 uc., - S� • - -- —fl --- /,j :�4 A. 'v �� f c 'r�Jl'/tl.) 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I •- �X/ jl=ll.� 1 "_-,,e..�—' ,� .,..,.. --•_ _...._,.. -�I ..� � I`IIQ - I lig��li I - _.. +• � I I ( I I i 11 I III � 1 121 III III 1111131111-IIII111111141111111I+IIIIIISIIIIIIIIIIII11�1 IM�II111 II�I+II rlllrll IIIIIIfIl11111I1 IIIIIIII�IIIrIrI•III�IITIIIr111 rIIIIIIrIIIIlrlllllrlr p"��.. - '�'- 1 J NOTE: IF THIS MICROFILi.,D ► — — 6 I I 9 9 IID I I I� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ------ __ _ of 62 87 a 9? Sz 4z Ez 22 12 oz 61 til LI 91 sl bl EI $1 I I of d e cI'...1. I9 5'.• '-10 -Ie-.-- z 1 I tom ,nlIIill 1NNINNIll IIIDI+llulln IlNNI1NIIIIlII11111t111I111111111I111111U11i111�INIIII11111I6UI1111Iill lIl1!IIIIIiiIIIIIIIIIII11111it111 11111,1111!I1111i;ItIIIIIIIIIIIIIIILI1111IIIIlIIIIlI111!)IUIIIIIItU Wl�Il11�t111ibullll11111111�ll�llllllllhol!IIIIIiIIIIWIIIN MAY 31 .11990 DETAILS SCHEDULES LEGEND FULL SIZE -- 3/4" PRESSURE RELIEF SYMBOL DESCRIPTION BY-PASS VALVE VALVE SET AT SYSTEM PACKAGE AC 111VITS _ _ _ �oRPC.�. 1-1/2" TO TEXT PRESSURE TAG MANUFACTURER AND MODEL NUMBER CFM- ESP BHP HP RPM _- COOLING COIL HEATING VCLTS/PHAS WEIGHT I REMARKS NEW WORK ` �S`c��t r LOCAL DISCONNECT SWITCH THEATER WASH PRESSURE GAUGE EAT. De/WB LAT DB/WB TOTAL MBH SEN_S MBH OUTPUT MBH TO BE PROVIDED WITH FAN � -- - - - - - --�--- SUPPLY DUCT UP & DOWN ----=� SYSTEM SEE E 3 RAC-1A CARRIER 48DP 016-- ----- --- 6000 1.2 3.64 5 1342 82. 59.1 i - 165 130 159 206/3 1900 PROVIDE ROOF CURB _ TO M5 1 - SHOCK TO �ss.4 56.5 i - _ _ -- & SPRING ISO. RAIL _- RETURN DUCT UP & DOWN SYSTEM ABSORBER METER �n PROVIDE ROOF CURB r RAC-16CArRIER 48DP 016 6000 1.2 3.64 5 1342 8'2.2/66.4 59.1/56.5 165 130 159 208/3 1900 & SPRING ISO. RAIL EXHAUST DUCT UP & DOWN 7� ROOF EXHAUST FAN. - __ ~__ l 1-1/1 - - --- -- _ -- --- - - - - -- - - AL - SEE SCHEDULF: FOR CU + + / PROVIDE ROOF CURB _SIZE- + RAC-2 CARRIER 48DP 016 6000 1.0 3.36 3 1228 82.1/664 58.9/56.3 184 144 183 208/3 1900 & FIBERGLASS 150. PAD CSD-14CFM CEILING SUPPLY DIFFUSER. (4 Wt- THROW U.O.N" _ CSD 1 SIZE & TYPE - -- � _ - ----- - - - .- .. � --- --- - -- - 2-1/2" RAC-3 CARRIER 48UP C16 191000 1.0 3.36 3 1228 81-7//66.258.6/ - 193 152 186 208/3 190(' PROVIDE ROOF CURB ` ' CFM CEILING RETURN REGISTER 56.1 & FIBERGLASS ISO. PAD CRR-1 BACK-DRAFT � S - SIZE __ DAMPER - --_. --- - - - -- --. _-----�-- RAC-4 CARRIER 48DP 014 5000 1.0 2.44 3 1256 82.1/66158.2/56.7 137 108 139 208/3 1710 &R11BEkGLOVIDE RASOS ISO. PAD © CER-1 CFM CEILING EXHAUST REGISTER HOT MOP OVER _ _ FLASHING AND SIZE --CFM WALL RETURN REGISTER COUNTER r LASHING PROVIDE ROOF CURB l� �- .. RAC=S GARRIER 48UP 014 5000 1.0 2.44 3 1256 81.6/668��56`4 144- 113 141 208/3 1710 & FIBERGLASS ISO. PAD SIZE:_..__ CFM WALL SUPPLY REGISTER PIPE TO DRAIN -� C� � 2" RAC-6 CARRIER 48DP 016 6000 1.2 3.64 5 1342 82.1/ 59.2/ 183 143 210 208/3 1900 PROVIDE ROOF CURB WSR-1 & FIBERGLASS ISO. PAD ROOF, SEE ARCH. � _- -- ---.-- .--- � ------ -- -- - f---�.�-- VOLUME DAMPER FOR DETAIL / FROVIOF- ROOF CURB RAC-7 CARRIER 48DP 016 6000 1.2 3.64 5 1342 82.1 66.5 59.256.7 183 143 210 208/3 11900 & FIBERGLASS ISO. PAD G +- I / I� � NOTE 1: PROVIDE ROOF CURB 30% EFF. FLAT FILTER - - - __ I_ WATER PRESSURE NOTE X12: PROVIDE HOT GAS BY ,'ASS 1 FD 1 SD 1 FS FIRE DAMPER, SMOKE DAMPER, FIRE/SMC::E DAMPER SHLET METAL EXHAUST DUCT. - - NOTE #3: PROVIDE TIMEGUARD, POWERED EXHAUST, ECONOMIZER. 1„ REGULATOR (FACTORY SEE PL/,N FOR SIZE SET AT 58 PSI) - - - - PLUVA NG FU TURES - - ---- ---- - 1 DUCT SMOKE DETECTOR PROVIDE FRAMING FOR OPENING AS REQUIRED. S E E STRUCTURAL DRAWINGS ► �+ �� AG FIXTURE CONTROLWASTE TRAP VENT CW HY' Ri.MARKS -.- _-__-- - _ .._-- -- ------ .----__--- - -----_------ lJ WC-1 WATER CLOSET FLUSHOMETER 4" INTEGRAL 2" 1-1/4" ---- FLOIR MCUNTED BALL VALVES WATER PRESSURE - - ----.- -_ _ --_ ----- _-- 12 x 6 DUCTWORK (WIDTH x DEPTH) I ---- FLOOR MOUNTED SET AT 60 PSI) UNIONS REGULATOR (FACTORY WC-2 WATER CLOSET FLUSHOMETER 4" INTEGRAL 2" 1-1/4" _ _ HANDICAPPED _ STRAINER W/HOSE BIBB DRAIP: - _-- --- ' DUCT OFFSr_T (RISE OR DROP) J „ U-1 URINAL FLUSHOMETER 2" INTEGRAL 1-1/2" 1" ---- WALL HUNT= NOTE: SET BOTTOM OF STATION ®3 -0 AFF. _ -_ _ _ -._-_ -- -- - DUCT ELBOW WITH TURNING ROOF EXHAUST C/�� DETAIL PRESSURE REDUCING STATION U-2 URINAL -- FLUSHOMETFR 2"- INTEGRAL 1-1/2" 1" _- WALL HUNG - -� - W �. 1 NU SCALE GG//��WW �Ml� Z �NJf 1SGC`A7L`E7V�1G f�Lhl\.� M J Z L--1 LAVATORY FAUCET 2" 1-1/2" 1-1/2" 1/2" 1/2" COUNTER SET =) < 2 ET -- ----- "- - - -- - _-- DUCT ELBOW WITHOUT :'NG VANES ID = _ DF-1 DRINKING FOUNTAIN - FAUCET 1-1/2" 1-1/4" 1--1/2" 1/2" ---- HANDICAPPED Lo ACOUSTICAL LINING-DUCT DIMt1v�1uN IS LC ,T, W S-1 SINK FAUCET 2" 1-1/2" 2" 1/2" 1/2" COUNTER SET C , FLOOR MOUNTED, BUCKET _ fUA MS-1 MOP SINK FAUCET 3" 3" 1-1/2" 3/4" 3/4" HOOK ON FAUCET, 12 x 6 DUCT S17.E ( WIDTH & DEPTH) V/ FAUSET W VACUUM BREAKER - _i f - - �j �► f� PROVIDE TRAP PRIMER 1 V� --- -PETE'S PLUG FS-1 FLOOR SINK --- 3" 3" 1-1/2" --- - -- CONNECTION FS FIRE SPRINKLER Z R J ---- HOT WATER - W WASTE d W 1 SUPPLY ` �� '� - -- -- ----------- -- - CW -- --- ;:OME`' 0 TIC COLD WATER r T---- PACK 1" SPACE W W ,1 ----� BETWEEN DUCTWORK AND _ _ _ FANS _ _ -_ - HW-- DOMESTIC HOT WATER J COLD WATER --�` \ GYP BOARD WITH -� lw THEATER WASH WATER FIBERGLASS AND TAG MANUFACTURER AND MODEL NUMBER CFM ESP BHP HP RPM VOLTS '0 WEIGHT SERVICE LOCATION REMARKS --- - - SLOPE DOWN IN DIRECTION OF ARROW BALL VALVE (2) LAYERS 5/8"-- SEAL WITH PROJECT ROOM ROOF MOUNTED W/ ROOF (TYP) - '4---- -(JNION (TYP.) G)'P. TYPE X ACOUSTICAL CAULK (TYP) EF-I PACE CRE- 15F 2000 0.5 .64 3/4 640 120/10 165 THEATER 0 1 ROOF CURB, DISCONNECT0IRECION OF FLOW STRAP WATER -- --- - - yOMPSON \ HEATER TO WALL --GAS PROJECT ROOM ROOF MOUNTED W/ ROOF - - - - PIPE BELOW GRADE `I/I PRESSURE-------► FOR SEISMIC 3" LIN ACOUSTIC - SERVICE EF-2 PACE CRE- 11F 1000 0.5 .24 1/2 150 120/10 120 THEATER N 2 ROOF CURB, DISCONNECT ___.-., PIPE ABOVE GRADE VAI VC�� O( TEMPERATURE RELIEF RESTRAINT (MANS�IL LE) SEE PROJECT ROOM ROOF MOUNTED W ROOF ASSOCIATES I 5 EF--3 PACE CRE- 11F 1000 0.5 .24 1/2 750 120/10- 120 ROOFDISCONNECT/ --- �O PIPE UP Ar.�_HITECTS RELIEF DRAIN -- -- 1 �1 - ROOF TOP AC UNIT THEATER �I 3 CURB, ' ROO- CURB I � D FLASH AND - _-_ AIA PROJECT ROOM ROOF MOUNTED W/ ROOF ---FJ QIP[. DuWN 1' DEFLECTION EF-4 PACE CRE- 11F 1000 0.5 .24 1/2 750 120/10 120 THEATER 4 ROOF CURB, DISCONNECT tOIO LAITHWEST EN 972 5 -� I COUNTER FLASH _ - ---��f - urJ1oN y r SPRING ISOLI'.- PORTLAND.OREGCN 97205 TCLEPHONE 150712:0-066e GAS WATER PROJECT ROOM ROOF MOUNTED W/ ROOF ROOF _ TION RAIL ERF-5 PACE CRE- 11F 1000 C.5 .24 1/2 750 120/10 120 THEATER # 5 ROOF CURB, DISCONNECT _ _ HEATER - - --- _-- - --_ _ _ __ _ - BALANCING VALVE -DUCT SMOKE -SIZE PER DETECTOR EF-6 PACE CRE- 15F 1640 0.5 .43 1/2 588 120/10 165 TOILET ROOM ROOF ROOF MOUNTED CT ROOF LCURB, DISCONNECT ____ S' I �.pRAWING - -- - RELIEF VALVE 1" PIPE RO > J FURNISHED & MS- i OR INDIRECT 1 �� - - - - - INSTALLED I EF-7 PACE CRE- 15F 1640 0.5 .43 1 2 588 120/10 165 TOILET ROOM ROOF ROOF MOUNTED W/ ROOF CONNECTION - DRAIN 3' MIN �: �, 2' MIN UNDER THIS _ / cuke, DISCONNECT -�I----- BUTTERFLY VALVE -- __ - - - ------ - ------ --4 DEEP DIVISION ROOF MOUNTED WITH FIBERGLASS DRAIN PAN SOUND-:' 1" ACOUSTICAI_I.Y --�, \ -SOUND EF-8 PACE DD- 450SC 355 0.3 --- 1/10 1050 120/10 75 TICKET BOOTH ROOF SKYCAP & DISCONNECT - GAS COCK TRAP LINED SHEET � TRAP - - ROOF MOUNTED WITH FIBERGLASS ►�"i RALL VALVE 1 SEE STRUCTURAL -DUCT BOARD METAL DUCT ACOUSTICAL EF-9 PACE DD- 450SC 355 0.3 --- 1/1Q 1050 120/10 75 TICKET BOOTH ROOF SKYCAP & DISCONNECT -- --�'� U'INGS FOR SUPPORT �� TURNING VANES DRA -- - l CdCTf.//qk0 hiRAPPEO W/TIL /IG EAST SNACK BAR WITH HANGING BRACKETS, p GATE VALVE SUP 'ORT DENS/7Y 694DEO //NYS, (TYPICAL) SF-1 PACE DD- 85A 800 1.25 0.37 1/2 1670 120/10 120 SNACK BAR CEILING INTERNAL SPRINGS V - WEST SNACK BAR WITH HANGING BRACKETS, - - �- CHECK VALVE SF-2 PACE DD- 85A 800 1.25 0.37 1/2 1670 120/10 120SNACK BAR CEILING INTERNAL SPRINGS -_ _ _ _ F.D. FLOOR DRAIN `o 3 ELECTRIC WATER HEATER DETAIL 4 ROOF TOP AC UNIT MOUNTING DETAIL - - - E- NO SCALE NO SCALE: UNIT RAC-;t111 :'_ 1B -. --_- - _ _- _-________.- _ � FLOOR SINK WATER HEATERS - - -- -- - - - C.O.T.G. CLEANOUT TO GRADE (CAST IN 12"02"x6" CONCRETE BLO, :) TAG MANUFACTURER AND MODEL NUMBER STORAGE RECOVERY 0100' FAT KW VOLTS/10 WIEGHT SERVICE LOCATION REMARKS F.C.0. FLOOR CLEANOUT INPUT WEST UNDER INCLUDE PRESSURE RELIEF AND DRAIN -- I W.C.O WALL CLEANOUT EM-1 STAT: PV-6-IMSI-K 6 GAL 7GPH 2 120/10 1 001b SNACK BAR SINK PAN, STATE ENERGY CODE CERTIFIED --- - WEST WEST INCLUDE PRESSURE RELIEF AND DRAIN -� SHOCK ARRESTOR (SIZE PER PDI STANDAF.,-.)) EWH-2 STATE SB6-40-6 IPE 40 GAL 25GPH 6 208/Im 7651 b TOILET RM. STORE RM. FAN, STATE ENERGY CODE CERTIFIED EAST EAST INCLUDE PRESSURE RELIEF AND DRAIN EWH-3 STATE S86-40-6-IPE 40 GAL 25GPH 6 208/10 7651bs TOILET RM. STORE RM. PAN, STATE ENERGY CODE CERTIFIED HOSE 8198 GAS LINES SHALL BE LOCK-UP TYPE INTERMEDIATE - -PACK 1" SPACE TESTED AT 60 PSI FOR I REGULATOR 5 PSI CONTROL BETWEEN DUCTWORK AND --I� RWL. RAIN WATER LEADER - 30 MINUTES WITH O RATING. VENT SHALL BE MINIMUM � GYP BOARD WITH LEAKS OF 10' FROM ANY OUTSIDE AIR FIBERGLASS AND INTAKE. (2) LAYERS 5/8"--- SEAL WITH -- ---_- -- - - APPLI,A,NCE REGULATOR _ -- GYP. TYPE X ACOUSTICAL CAULK (TYP) ELECTRONIC AIR F9LTER8 -- GAS COCK \ GAS TAG MANUFACTURER AND MODEL NUMBER CFM PRESS DROP VOLT/0 MAX R EFFICIENCY FILTER LOCATION WIEGHT REMARKS (TYP) a 3" LINACOUSTIC SERVICE IN WG. AMPS (MANSVILLE) SEL 5 - SELF SNACK - -- --- --_ ROOF TOP AC UNIT EAF-1 AAF ELECTRO PACK 800 .55 INITIAL 120/10 6.5 95% SUPPORT BAR CEILING 310lbs, SIDE ACCESS * - _-- ROOF CURB \\ �M1 - -_- 1.o FINAL - ---- - - ---- - -- J FI_A51� AND I \ SELF SNACK EAF-2 AAF ELECTRO PAS .55 INITIAL COUNTER FLASH 'K 800 120/10 6.5 95% SUPPORT BAR CEILING 3101bs. SIDE ACCESS TEST FITTING � �, _ 1 THICK - 1.0 FINAL - --- -- - - - - - (TYP) __._� FIBERGLASS DRIP LEG -� WATER HEATER ROOF i .ISO. PAD - - - - - - --- ---- ---- --' ---- OR UNIT HEATER - --- -- -SIZE PER--am- © I CTBOARD _ ------__--- ------ ----- ------ ------ ABBREVIATIONSLENGTH OF NIPPLES- DRAWING UNION (TYP) 4 x PIPE DIAMETER - _ (N) NEW NOTES: -TURNING VANES - - - -- - -- -- ---- - - - ------- __ (E) EXISTING 1, REGULATORS SHALL BE APPROVED BY NORTHWEST I L-_ 1" ACOI.STII�ALLY (TYPICAL) (R) RELOCATED NATURAL GAS. _ -- --- - -- _ -.-__-. ----_ -- � LINED SHEET BFP BACKFLOW PREVENTOR 2. PIPING SHALL BE IN ACCORDANCE WITH NORTHWEST I DU(- I BOARD METAL DUCT /- D T SMOKE DETECTOR - -- --- - BDD BACKDRAFT DAMP7R NATUFAL GAS REQUIREMENTS FOR 2 PSI SERVICE. SPLIT INTO 3 FURNISHED AND INSTALLED CW DOMESTIC COLD WATER - ---------- --- - -- .�. DUCTS 6" l.:)NG UNDEF THIS DIVISION HW DOMESTIC HOT WATER TW THEATER WASH WATER GIIIAAAC ASSOCIATLAN�IC /'iX/C7f�'G4RU /✓R/ l sv Ni/Tt/ / ----------- -- -- --- -- -- -- - ---- - - -- v�o 5 w ftid A..w. srr.100 _. 16• LX/h/ly l_l,►9G�!) ✓<WL, AFF ABOVE FINISHED FLOCK P7,,6,donp4 oxGULA`TOR DETAIL ROOF TOP AC UNR UON UNLESS OTHERWISE NOTEDDETAIL �°"'n'NO SCALE NO SCALE UNITS RAC--2,3,4,5,61{17 AFG ABOVE FINISHED GRADE &57-Po�q r 1111111111 .. NIIIIIIIIIIII�.I111�IIIIIIIItIIIIIlI1111'fill 111111 I111Jill I1111111�IIIIIII IIIIIIII IIIIIIIII 1111111�11 111IIII) Il 1III1III 111111111 11111111 11 I11 I I I 1 1 1 r 'IBM I► , NOTE: IF THIS MICROFILMED ��. I 2 3 4_ 5 6 7 8 9 IIS 1! 12 DRAWING IS LESS CLEAR THAN �- ""- -------� TEAS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - 62 92 LZ 92 52 07 Ez 22 12 07 61 91 LI 91 -21 *I EI 71 11 01 6 Ie. 1•.-Ic.- 19 Is..-.' b E z 13.va" �nllunlHNlnulnnlnnlnnlNNIlII1�n11II111111111111111t1111111111UIlUII1111�I11lItUII111I!uf,LIIIIIIIIIIIII'IIIIIIIIIIIIIIIIIIIIIIIIII)IINII!l�lll!IIIIIIIItlllllllllllllllLllllllulll1111I111LU1iI111111111111111111Lll11IWI1llIB�JIIlIl1L14111IU11li111�1I1111I1111III11IUDIIt11 MAY 31 91. 990 r �plMe hh1lLCS01A14rE WIN 4ReW CSS.a iijeiE TX4tX,&I C,-,W, WiILL,azW.D1,V41 " wrr�Y Gas c4rrrflwY. 645 YrIl / 1 AIBII. 1AIRIf �Ox l� GV XIX/2"CAI _ 7e� . 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Ir ------03 ieON/ ---� 1 PiEii/CZT �ir6 Cie " .;: Q+— - I _� _— �X6 , 1 I n j T�lOMP O V i 6 j o ° /B / "!/P -- 0 0 c r o o 2Qx6 �e-/ I lit �F/ -�-'" "4 10 VAIN & P.a�2J �a i2J., ASSOCIATES • ARCHITECTS 01 0 ;` o AIA I�• qq SOUTHWEST `LEVENTH All 1 U•ORfG0N 97205 TELEPHONE'(501))20-%68 o b` I0 o a ry� o o '` ,, o o 1 1:� r--r /'ry 0.X12 nts 7�'cm // J/ ,, of X ,c5a I ZO'Y 12 '.._ o I �__. _» _. �- ---�— /8 L9/4 x S G/F — /6 xrf? 7 1 )w Z92 /D" ! 22X/0"/ '�� -�' 3 ✓7 U° 1a - I 3 t�� /ti" f V 1 1 �'O,�,Jf 0 ' /000 _ - 1 'a M 16 ernav - - - ¢ ?la'ScIB'J I a L2G /d" �' " / k - -_ - J rTl o / I - K 'q, SHEET NOTES ., � / � �Mo. " �--� PM90lZ- d AV WIN IKUI/ML CJ4MflrK �k _ C '�- � � I , � � -/ ..o ,• � �. O _ 1' " 1 Mo//rV1- f R X,SA,4ti1At� W60,V�tS'Tla FCJ1; 0 /P06F I� t/r✓/TS BENF.47N, 2G//; 114N0 ✓/EW/NG W/NGb/✓ /W /�/f_�T/G4/,�lif! 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". ..- NOTE I F TH IS M ICROF ILMED ►..rrrrr�I■... 2 3 4 5 8 7 9 9 10 11 12 M 4 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO F THE QUALITY OF TFE ORIGINAL DRAW 1 NG. 82 L7• 92 W b2 EZ :.2 12 02 61 BI LI 91 SI bl EI 21 II of 6 I9L I9'''I'' IS , 0 E 2 I3.0L'• NIIIININNINnINNInnINNIIIuIlulI11UI1111I11IIII111I1111IIIIlI1111lIUIIIIIIIIlIIIIIIIIIIII;�jIIIIIIIIIIIIII!IIIIIfIIIIIIIIIIIIIIIIIIIIIUftJIIIIIW!IIIIIIItIIIIIIIIIIUIIII!)IIIIIIIIIIIIIIIIIIIIUIIIIIUIIIIUIUI]ill�lllWUlwwIIl111L11111II111II111IU11IIIIlI1111IIIIlIIWI1111 MAY 31 ` - •�I�'---•---•.iaa.....--- .-.ori ...•,,,r,,...._. ....-. .._......___.-------___,•-'. � -_ ...oa .. . .. ..._ - ` g ,• y ;, - •II 7A71P{+Mlfl, ��.I •RlYP�fTIVi•,rif"m�tP�`�.�el'h�'iKM) . i., _, 1�� - • -- - -- .. .. . .. _ .. �• - ` '/ /' a h�I�/ III�J , •'J i 1-_ D-A IF 6r ` evrR l j af-2'Vr4 I � Ift I 11 l - 1 z L1.1 t_1 ,r��, Com- I .j iI .I � ' I •- u. 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QE 6Z 82 LZ 92 SZ b2 EZ Z2 IZ OZ 61 81 t1 —III 51 �►I EI 91_. -ll --01 6 Id -- L I9 Si nnlnnhn111mhu11w1hn11lwlulfl,,ulunlunlnulcullnul►u111u111utlmllln1111n611111!!Imll!t�IIUNIIIUIIII111Jill HI11NIII11111111►IIUf1Htllful11WI111lllllVIlli{IIINIilI�1111I111111111111111111�111111ll11ll1{�IIIIIai1111111{1{lIf1UIWIIIIIIIII!II1111IIWINII MAY 1 3 1990 �� _._� .�_......_..._ - ._.'---...., .....___----.�+. —._ --._. ._.__. -.._„-. _.r_ -- •---_ - _..,,, - ...ecw---------- �-__._..---__� ,.. _ .....r._...r- -. _.._. _ _.,gyp,.,........-.......r--.. .—._..,. .__. _._«.a.-.-+wib- .__.... _.�..,�,-._ ..._a.,,,�y�... .-,...._... „- �,.r'.,..�.wn„ -. __. `.�'7ER y�.+ I 94 - LaIr 5G04 A ' ZOx!8''TIq GY/C'T _ .( .N/ �r�wNX C4 W67 /f1JL4 /4K146x11 - -/B X20 4'1 LYiCT ,N //T'r0 6F /8x40" " - /F X�L4. KA DUCT zw 20'X/8'i?�..X/CT L•W_. i�'x/8 - - - ('�'P/CqL 20,,AB�Lwr1150 N /4X49"Of LriCT 76V ? TYP/Cr4L G�6)) cE,K / Pkt�/ECj� 1%,c2' /��', �SO /8 X i8 OF2 �, Lc", ( a Oxpl 4L OFF _•• /OGC/ T� /6 m (XX> TG �rYP/CqL.�F2) z W -1250 w1leR-Z Ch SEE W SECTION-MECHANICAL 06 1 SCALE : 1/4"=110" (1) Z O p V W THOMPSON VAIVODA & ASSOCIATES AIA 1010 SOUTHWEST ELEVENTH PORTLANQOREGON 97105 TELEPHONE)503)120.0668 B J - -- - -. ---- 14 ELEC CCK/,06 �,eoiil/�4TE w F.LEC'T, Z4011W. .�/ //Z'cw —A- T --- I 4w._ yr1LlL9�rYf�) i . �K/ 2'Cw' 21tw 2�v G✓ I - i -- m/L.ET ArlK I WI-Y - I ///I✓ � �I t own r- vow wALL 1 , C. wC l —f i I_ ¢�� 2�N7C0 SFLt CTh/cqL v �STAGE I � � j�7515%/,kE G4l/6E 6.2 I ,r - - ---- [ W o/q"N/ wcb ¢, / cco El. c�v/rgcS�s 7XIC4T64Z rl X 14'', �;q�kE G46 c,��ir /%w �I[2�s'P - SACK gk�ESrQ2 FGk CTN/NL�'T/On/. /2x/[ L7n M7Z. \ �-NKK ✓qL✓E" --- _ � ^_ ---- -- CEQ l //1 041-YL- _ �� 1ek4 --__- � '-� '�'- v��- `' _ 77/x(1/ /itiY, Vgn/E of FCO CTT/CSW/ ZwS!Fer4L 1. -- AR�I'.r12F 1�A�ti/4k01 1-6 1250 Wei 4 Fay w FL.664k SaV/< — � carry 6,PA7)_5" ✓4,0' R wN /0 2 --�-- _ / w✓ CW f / Ok,�aE✓ —�--� I --- /Ms 4 , rE Ta ✓rTll 4LL e �S,9, W,,grln•Y-Er,e* w A�', '9 w0�'rw., rE r r,Yr/ SES AkC'N. ASSESS Pq.UE=(_, E`'✓ PARTIAL PLAN-EAST TOILET ROOM 3 HIRE SPRINKLER RISER DETAIL � .� THEATER, LOW WALL RETURN- DETAIL 2 _ SCALE 1/4" - I'0" SCALE: NONE SCALE : 1/."=1'0" orF,' ME4725V, 4&4i✓N, orsl�,e , NF176q3 S/M/UK, NOTE.' EgST /%r'[s r Room k_4NOwA rbEST/DA7Er/00W S14111-4,e, ' GIUAMC b ASSOCIATES,INC, C EngrZ V2D 5 W A..rx,e %t).*200 brdanl, v7p1 %3122'57M 12 • .4 ' ,' � - ./:'^'°�. $,::�:t}l:".� ,�. '!: r -..fir .r„l•.'.:....I.,14•.'...., ' NK. tl r.n... .., ..... . � .. ' r .. ,.r. � �--.. ��• �1�1�11► Itl+jll III'It1 I('tllll Illtlll I�II111 IIIII�1 II!,I�I I�III�I I�III�� I�Ill�l It1�1�1 I�I'I�I I�I�III il►�I�I 1t1�111 I�I'Ill Itl�ltl Itl�lll III�III �t1,111 I�I,III Itl�ltlllll'lll '` �1"F` NOTF; IF THIS MICROFILMFD 2 .j 4 5 6 7 8 9 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE Tj) THE QUALITY OF THE ORl3INAI. DRAWING. -------_-_�—____-- ---- -- — -------- -- ic 62 92 12 92 SZ b2 ca 2c 12 02 61 F31 LI 91 of 1101 c1 ill 11 01 6 9 1 9 S b r nth ullunhl ah NII n,lhlnhn lhminll{nnhnlhnllunlnnhudlu►hm(Lmhulh ul�►tlh►tt�uulu!Iluulult�mllunlu►Illut�nitlttt��ln►hnllnuluu�uulnn�tuthut�udtlil�lutWu�tultu�swllut�tul>ju�uljuu�uttUtu�utdtntltluluft,twlun , MAY 311990 �. .__. � _ _ . - -mP 0 ' •-- - INs4♦ --- •• - 1 - + SITE ELECTRICAL WORK NOTES 1 , EIEC i°(CAL LEGEND - � 11.224 � 0111rFAN ��-____� HOME RUN TO PANEL WITH INDIrl.tE1D BRANCH CIRCUITS fgAO�y IJ' 1`w\S l A. WORK INCLUDE i. ) �E. M AND WINES IW CDDIi SIZE C.JMDUIT. 1. UNDERGROUND CONDUITS W)PULLWYRdS FOR TELEPHONE, PRIMAhY AND Wow-K. PROVIDED BY OTHERS SECONDARY SERVICES TO BUI!.DING WALL LINE. I" M10K 51Tti8 C.oNTKAGT. CONDUIT IN WALLS, AAOVR CEILINGS IN FINISHED AREAS OR EXPOSED IN t1MF7d1ISHED SPRAS WITH INDICATED NO. ?. CONCRETE PAD i GROUND GRID DETAILS (PER PGE CO. REQUIREMENTS) FOR G 12 WIRE3 (LONG - NOT, SHORT - NEUTRAL, G - GROUND) ' PGE TRANSFORMER. RIGID ('.OMDUIT (STEEL OR PVC AS SPEiCXFIED) IN it-OOiI 70 UND RGROUND CONDUITS ONLY AND CONCRETE BASES W/ANCHOR EOLTS NUTS i SLAB OR BELOW GRADE WITH INDICATED NO. 12 WIRES. WASHrR8 F OR PARKING LOT LIGHTS (TYPE AA) AND ENTRY DRIVE LIGHTS (TYPE Ndi . 0 DOWNLIGHT FIXTURE TYPE AS NOTED. __i -_ 4. UNDERGROUND CONCUITS ONLY FOR ENTRY/FACADE LIGHTS (TYPE DD) . 0 (,PLIGHT FIXTURE - TYPE AS NOTED. _��-�_ --. -_� -�`._ WoeK -room FvLIR.wmay 11. WORK NOT INCLUDED: 1�`'-- UNDER &JI -7 .L1►J CONTRACT WALL SCONCE LIGHT FIXTURE TYPE AS NOTED. � To COM F"Ir'rr- EGTR ICA L t 1 . ELECTRICAL WORK ON OR INSIDE BUILDING. �_� 6sYyTEM• I{) WALL BRACKET LIGHT FIXTURE. - TVPE A3 NOTHD. 2. PARKING LOT i ENTRY DRIVE POLES AND LUMINAIRES (TYPE AA Iz BB) . D__ L.TORPEDG SWIVETYPE LIGHTING FIXTURE. _ o] - .�. BRANCH CIRCUIT WIRING FOR PARKING LOT LIGHTS. FLUORESCENT LIGHT FIXTURE TYPE AS NOTED. STUBOUT 3/,"G-20" LPX 17-15. 2*S 1*1OGNp II'PVC40. LPX 19-IS. .Va ItolaND't°PVC ,O• -A�-`- ��~�-�"_ WEP FOR FUTURE -� •{ .. A ,�� FLUOAIi3CENT STRIP LIGHT FIXTURE - TYPE AS NOTRD. 1 \ - CARPET EDGE AISLE LIGHT - TYPE AS NOTED. 1 ( I �� _............ .. 3h �4k NEON LIGHT TRANF'JRMER POWER CONNECTION. V3RIFY 7 13-15. A I �_ % Y_ .5,� QUAN9 'TY AND LOCATIONS WITH NEON CONTRACTOR. 1 - -- - -0- j ® EXIT LIGHT FIXTURfi TYPE AS NOTED. LPX 13-15, 17-19. - - ------ -- 0 � EGRESS/MIGH'P LIGHT OM EMERGENCY POWER - AS NOTED. 4�dtO6ND. IIIPVG40. 10111JEbP. ------ - --_ --- - ----- - rA15TI�1G '�Ignl $'�Er�/IL� TO 1sE-- Gig 9 / ---- ------) _. - - KE FIJ R DI•i N IED O N De:fL SLPAFEATE II �La,,Aje TYPE 9115 LICgNTS AT EY.4,T EVAgE Cou-(RAGr (.��Rv.Na-rE vJ;oWNEft, a+O DARKING LOT LUMINAIRE AND POLE - TYPE A• NOTItD. OF A.C_ PAVEv WAL.X. WAY. �[YP, OF'') a� D8 -- -- - --- 4` '.-- -- - --- -.�.-_ - _� ------ -- - `+ SINGLE PULE WALL SWITCH. r as - -�Q---' - - -- - " ' 0 ----------- -- -- - - SP SINGLE POLE WALL SWITCH WITH PILOT LIGHT. W LPX 5-T, 9-I 1 2 -4 . // -_ v_� '� S &N8 A 1110 cvoul�lD �` LPX 2-4.2Ne C 10104ND, -- THREE-WAY / FOUR-WAYWALL .i� ITCHES. / "'� 1 '/A 11 FVC 40, 20" DEEP. I M PVC 40. , \uj J _ L A - -` ST - 30 MINUTE KEY OPERATED MANUAL WOUND TIMER ?WITCH. MARKTIME 90806. MOUNT AT •36" Z b / / FIXTURE TYRE AA �� 1 SAFETY DISCONNCCT SWITCH - TYPE L 'SIZE AS NOTED. f /CiYPE 66 7IMILAIL M//\ �;Tv `JI / \\ ONLY( ONE LA.)MIMA1OLE/ _-. LPX KOUND TAPERED CONCRETE DUPLEX RECEPTACLE - IS AMP 120 VOLT. buILDIWI c E POLE WITH WHITE TERRAZZO I LL) WORK \ 1 \ Hfa SITEWORK 13- 4 I'VE. 3(�"DEEP FOIZ ` (�fLtl�^TE FI1J14N. _ j� DUPLEX RECEPTACLE WITH WEATHER PROOF COVER. HELL C� RGE SECONUARK 5C-RVICE 1 LPX 6-8 12 ' wP HO. RCV1-DR. MOUNT AT •ib ____._.---•.-- _--- --__ coNouctosiS #810 1410 N I I � DUPLEX RECEPTAC'.E WITH ISOLATED GROUND FOR std �.G, _J TEi:Z�� r 7EItVIGE fR Ly 1211 DEIEP. _ IC" ELECTRONIC CASH REGISTER. HUBBELL IS-'242. Q U a. �- - y--- - - / - t DUPLffX RECHPTACLE - 20 ANP 1Z0 VOLT.-T_ D� SINGLE RECEPTACLE - 20 AMP 120 VOLT. HUBBELL 5361. Lu ( i 1 \ 4 1 J� PROVIDH &ROUT FILL UNDER / PROVIDE 4-1'X SG"X4 'GALVANIZEp MOUNT •12" ABOVE SCREEN STAGE. LLI -� EACH POLre tASk PLATE.- HA1JD HOLE ANCHOR BOLTS ANDTEMPLATL FOR u PQ•E W.M,M. (LN BUILDINd WORK) /J I �! IIPpVG 40 II .1 ae IA10 caND ANCH R 9oPROVIDE as LOVER. EACH POLE. Q SPECIAL POWER OUTLET - TYPE AND RATING AS NOTED. W nn J O I In U / 04 TELEPHONE OUTLET. Lu oQ INTERCOM OUTLET. b I 5 REBAR VERTICAL $U SPEAKER OUTLET, SPEAKER PROVIDED BY OWNER. J � 3 *JS5PITOP* BOT N, JUNCTION BOX - SIZE AS REQUIRED. $TJIsw)S TOP* BOTTOM 1' - JLL 1 I PAV I SINGLE PHASE MOTOR. �..�. 1 I M 1 THREE PHASE MOTOR. r I I RIGID CO�dOU1T ELLS)UP ® MOTOR STARTER. ' I 0 1 - couPL,IJG I I I I -L PvC SCH 4L) SM MOTOR DISCONNECT/CONTROL SWITCH - TYPE AS NOTED. I 1 jp(1e PAD MOUNTED XFM R (WIS'x 8"C-VC PA;) VEK%PY LOCATION W1 ARGI•IITEGT LQx 9-11. 2'N'8 (410 GND - 7O" P MIN, 1 \ III PVC, 40. 1 ry lbIc.FU_ I I TELE PHONE PEDESTAL (TY P. Z� I I i 711 1 1 11 1 � 3000 PSI C,ONGRwry - FINISH Tc TIMECLOCK - SEE LIGHTING CONTROL DIAGRAM. 11 I I i I a60 PEE ARGHITE�T{. VIREGf aw'. I -- - Q CONTACTOR - CHARA TERISTICS AS NOTED. PANEL SCHEDULES I I LIGHT POLE DETAIL O - 60 MINUTE KEY OPERATED MANUAL WQ'.e1D TIMER SWITCH. I I (ALL PAIvCf,-� SN PILL dE ILO/t0!!V 30 Q W J ST6 I I I-3 248 I yl I 1J I I N� SCALE' PAtNEL -y pKRS-- -�-- -----�_--- -- ZOA. i < I Pb ) MARKTIME 90808. MOUNT AT +36" 2aA.1 P OTHER BRE�►KERS SW1 5 ( SPACE .�% III PVC 40. 2011 DEEP LPA�33 (1 ) - 30 1P, (2)-30 2 P (1)-40 2P 2 I L.E LU RON "NOVA T-ST.%R•• 1 LPX 1`, 4 D, ---�_.. --__.- _-- �._. -- _LP - -- SpG DIMMER SWITCH (U6 = 600IIRTT, D10 = 100011, 015 1`J011) I I FOR INCANDESCENT LIGHTS. T { I l I LPb 30 M- 30 1P, (2)-30 $P 0-4o ILP Nf SER:ES. MOUNT INDIVIDUALLY (SEPARATE OUTLETS) . t I ' A A LPI 30 C1) - 30 jr 3 - FIRE ALARM LE LP2 22 ll) - 30 1P_ b - C N LP3 2.2 U) - 30 ZP s: - I � LP4 23 (1) - 30 2P, (1) 40 2P 3 -_- -- I I F.A.P. FIRE ALARM PANEL - FOUR ZONE CLASS B TWO WIRE LP5 22 (0- °JO %PL (1) 40 2P 9 _ � 24 VOLT DC SYSTEK PANEL WITH BATTERY BACKUP, SEMI- FLUSH ENCLOSURE. AND REMOTE MONITORING CONNECTION I LPx 11 (-1) - 20 2P $ CIRCUI r. SIMPLEX 4001-9403 WITH BATTERIES. j "PV 6� E P711 ----- -- SEE FIRE ALARM SYSTEM DIAGRAM ON SHEET E-4 . 411 - --- - -!- - �S SMOKE DETECTOR - (NUMBER INDICATES ZONE) CEILING 'IOUNTED IONIZAPION TYPE DETECTOR. SIMPLEX 2098- 1 � (l) 4" P\1C 48"DEEP FOR LOAD TA BU L AT•I O N , __ _ __---_-1�� -.� 9b!4 WITH 2098-9637 BASE. 1 PGC LE DI V I S I ()Kl OF LOI►V - --- NNLCT6 V TOTAL w/FUTU o zI��AR( CAB � N - (NUMBER INDICATES 1J',AfSF - LJ MANUAL ALARM STATION M T ZONE) PIS �� 1 �� I I I l.I6NTINfa - INTERIOR 59 KW 7;ti KW l SINGLE ACTION STATION WITH BREAKGLASS ROD, RECESSED LI CaNTING-EXTfERIGR - --1 9VKW 20 KW PULL LEVER AND KEY LOCK FOR RESET. SIMPLEX 2099- 20 MOUNT AT *54". rrl -- - -- - - - ---- RECEPTACLES 4 MISG. POWER � 41 KW (�7 KW -- ---.--- __- -- _ - slil: FIRE SPRINKLER FLOW SWITCH (BY OTHER DIVISIONS> . CC --- PROJECTOR RECTIF=IERS 31 KW 4T KW -NEvJ SERYIGE POLE B`' P60e CO. 'f- S.�I• 7 ZNp AVE. --�- SITE PLAN ELECTRICAL - S� FIRE SPRINKLER (TATE VALVE SWITCH (BY OTHE NORTH SNAG K. OAfI 61.�U1PMENT 27 KW 27 Kw DIVISIONS) . 9GAL.E 1 = 40'-0" WATHR HEATERS ISPAGE HEAfIN6 I G,- KW I V KW T DRY TYPE CONTACT IN DETECTION DEVICES FURNISHED UNDER EXNA115T FANS �. M1SC. MOTORS J9 KW Sp 1CW ANOTHER DIVISION. VERIFY QUANTITY AND LOCATION. N` A , M ALARM HORN WITH XENON FLASHER AND CODE 3 TEMPORA: RAINTICaHT DISCONNECTS w/FUSES TYPICAL ROOFTOP AIRGONCITIONING UNITS 243 KW ;j Gro KW +108". SIMPLEX 2903- 1,01 2G•OA 3P 512E AS NOTED• �j �/ 2ooA 3F' ----- � ---- - - - PATTERN. FLUSH MOUNT W/12SA-- 125A 3P w/12, A FUSES F E ER KEY 1/FUS ESw/115A TOI-AIS 469 KW (ifi0 KW WITa <901-9833 HORN. r IOOA 3P W/AOA FUSES FUSES / oo A M M I M fo GND 3"G. i \ w oA is 1 30b h I B 28 A O2 4 250 CM AL., � , \ 1010A9 3P EoL END-OF-LINE DEVICE FOR LIh- SUPERVISION. FKACp4 ItAtr"7 R Le �\ =RAC*IA RAG~? � RAG"'3 FUSES RAC,�Sca \ t�2150A 4 q3/o AL,, 2'/L'1G.\ 12Kw 3L6KW 31.6KW al.b Kw 31.6KW 3>.bKw ze,.�►c R_t� �5E,�2 DIAGRAM NOTES - (a) OTES _ O100A 4 it AL., Z'10. -' 4 4l 4 5 1 . MAIN SERVICE LWITCHBOARD SHALL HAVE A UL LISTED SHORT CIRCUIT O 125A 3 'IFI/oAL., I'AIIC. CURRENT RATING OF NOT LESS THAN 42,000 RMS SYMMETRICAL AMPERES AT 240 VOLTS MAXIMUM. P'ATERIAL SUBMITTALS SHALL INDICATE Lp4 LPZ LP I �L.PX LPE� LPA LP3 LPS^ RATING OF BOARD AND EACH BREAKER THEREIN.. �� IOOA 3 X11 AL., 1'/dl'G. 2. DISTRIBUTION PANEL SHALL HAVE A UL LISTED SHORT CIRCUIT CURRENT ,Z4 KW I IA KW 39 KIN - ZOK 42 Kw 42 Kw IS KW 24 KW RATING OF NOT LESS THAN 25,000 RMS SYMMETRICAL AMPERES AT 240 VOLTS MAXIMUM. MATERIAL SUBMITTALS SHALL INDICATE RATING OF PANEL AND EACH BREAKER THEREIN. 3 r3 --- - --- _ I T_3� - 3 3. IN MAIN SERVICE SWITCHBOARD, CONTRACTOR HAS OPTION OF FURNISI'ING FU51BLE MAIN SWITCHES WITH UL. "CLASS L" CURRENT LIMITING FUSES - - - - - J _ _ _ _ _ _ __ _ - (EUSS TYPE KRP-C OR APPROVED) IN LIEU OF MAIN CIRCUIT BREAKERS. I -- - -T-2-000-A, bus - - - - - - - - - - - - - -- -- - -- - _- -- FUTURE AUCIT0 IIJMS- �l (� ! FUTURE AuDIY;IRIUME--- { CONTRACTOR SHALL PROVIDE SPARE FUSS CABINET WITH FUSE FULLER t--- -1 - - -- - - --- - - - - --- - - L�-- 1 1 c 1 O\ ON 1 O O I I I1 J\1 )fpoco� O 1 \1- O\ ON _ ON I AND ONE SPARE SET (3) OF FUSES FOR EACH MAIN SWITCH. IC.T. M A )MANNA /3P A ,3OA 3P A 30n 13P IIA 3PA /SPA �P 13�, SPACE (SPACE (SPACE SALE I 13P11sA /3P ^ 3P� ISI /3POA (SPACE PI►OF• ItooC� �IOOA `PGE gpACT / / / /l /l /l / J 1 / / !! / 1 / ISPPGE ISF�E 4. PROVIDE ENGRAVED NAMEPLATES FOR EACH MAIN AMD DISTRIBUTION x1=MR I i Y ) Q P/ Q Q/ I I 4 Q Q/ Q i I BREAKER TO IDENTIFY USE AND LOAD SERVED. _. _ -1_ �_ L__ 1 �. ._ -_ I 1 I ► I �� I IZooA 1Z0/ZoBV 3� '}IN I I It�Opq I2q/2olly 910 4w 295M.WtlooFUTURE�� I- 174 KW * 90 KW FUTURE -- iJIA1N SERVICE SWITCNbOARD �- - �PGfE PRIIAARY -__-_• -- DISTRIaU?t�lJ PANEL. SF'E SITS PSN 4 750MCM AL. t 1"9 Cu. C*110• IN EACH OF 2'� �/O CLL. .1-4"C• Rum UNDER1MuN0 _ r,Rounlo Roots 1>_ SITE -- �-�IJT P N6 " sAltt.tY-MCEI�AOCIA11�INC. .� WATER SYST WORK IVC RM', %mumD CC11Mt nom 120/20§- W �� FOrMrW.011ME11 ELECTRICAL ENOINtEIIe t/p 11.R•llMrM(IAN r: _ T1HN 1 cost: 21s r lr JULY 15. 1967 _.•... i ^( 111/1111 N11I111{1111 1{111III11111�1111111I1111111IIIIIIIII1111111I1III111�IIII1j1I111III1I111I11 tiIlI11111111111I1111111�II111111111I111IlI1I1If,111I1IlIII'I1I1111111{IIII111II111111I111 1 2 3 4 5 6 7 B 13 10 I I 12 • NDTE: IF THIS MIL'HOFIIJdED - ----•..��•..,..�-�...�-________-.._ ,�, __ W��-____ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO THE QUALITY OF THE ORIGINAL lox DRAWING, QE 62 82 12 9? SZ OZ EZ ZZ IZ OZ 61 81 LI 91 SI bl EIv )111 11 01 6 I9 -1- L 9 S b F. Z�- I°'•"'" �nlluuluulunlnulHllhn11HHI11111uulnnlunhnlluuhnl�lu1hu11nuLH111Nn1111161111111111111.11111011111111111111IIII Ili w 111!dif141INImIIII111111JOI IIHIIIIhal11111�1111IIIllIllwlltwlll�fil11ll11I111111111Il"1111I1111h,11'Ill1!I,111111111111110011111 MAY 31 J990 POWER PLAN NOTES �1��pq — - GIri't 11.224 PROVIDE J-BOX ON WALL BEH"ND. SCREEN AT •8' -0" APPROX. 30" TO RIGHT OF CENTERLINE. TYP ALL AUDITORIUMS .410 PGE WATTHOUK METFK- -- _ MOUNT CONVENIENCE OUTLET APPROX. + 29'• ABOVE SCREEN STAGE. TYPICAL ALL AUDITORIUMS. 1 60N ------ -- 0 3 PROVIDE J-BOX ON WALL BEHIND SCREEN nT -8' -0" HEAR END OF :;GREEN. TYPI:;AL OF ONE EACH AUDITORIUM- + ✓,,r t7 E. FoRZ U. S Mp, TYFGM U IOGON TROLWIRESAND ILOCATIONS OCURTAIN NEUTRAL CONNE'+7l ONFOR EACH UR MOTORS NMO� ELECTRICALINAELECTRICALCUNMEC'U'IONS TO MOTORS. Vkk1FY T Id1ASKINb IN r MASKW� c5) kLiFER TO SUUNC SYSTEM WIRING DIAGRAMS ON 9dEET E-4 FOR SPEAKER WIRING. MOUNT SPEAKER STUBOUT ON BACK 20, 22,24,76,28._-11 2,24,T v,18. -��1�i MALL AT *10'-0" ON CENTERLINE (1F SCREEN. TYPICAL. - - 4� � 10 t0, 1 /4 C. \ 1 1 3 2 6 WIRING FOR ROOrTUL 4IRCONDITIONING UN_T3, EXHAUST FANS AND WEATHERPROOF DUPLr•X RECEPTACLES ON ROOF ` , I Ib• `-, SHALL LMADE IRUN ABOVE CEILING (GR EXPOSED WHERE NO CEILING) AND BELOW ROOF DECK. ROOF PENIETRA'rIONS SHALL BE ROOF I8. - _— r 7 VERIFY MECHANICAL CONTRACTOR FURNISHED DISCONNECT SWITCH UNDER WEATHERPROOF FAN HOUSING FOR EACH ROOF i NO!1NTED FRACTIONAL HP EXHAUST FAN. SLRiTN 1T _ i 1 I 'otrloR L P3 A 20,2 2. L P2- t 9�12o,Z2, - '11�13, I I I D. 1'TYv 2 I OL AT 3 I I I 1 t1 4 1I II j s. •i 5 s 11 OWN (i '11 6 r7 r---I T I 11 ' Is IQ' --J _ I� 1---�_ A 8 9 f 4 10 LU _ to I 12 L 1 I— _ L... _ 4 > Sf 5 z F VV P _ I I 2 F- . I w P RAC 3 I ^� L -� I RAC jI ( RAGlA 1 I LP2 Ib. L-P3 'llb. - FIRE' I J \ � ( PANEALARM 14 14 \ ewp- 000 L ri L A I L J P A eo+.E. x - - -- LP'l --I a®L.+5 J L = 24 _ I _ 4 - --- 1 ---J -�_ --- _ _ - - ,- -- - 2 . - L i. it - ` �• i I L L �- UI --- - - -� SNACK BAR POWER PIANS 0 (1)-3"TELE. SE:.VIGE CONDUIT UP. � I—,.�,./ I (8)-411 SECONDNRY SERVICE UR J-liox FoIC MINI-P'IAR.WvE� _ I 1��L�' {kyr m *-6• V E.R11=Y MOuNTINGI 14F-I& -r w/ �)-41' i';CEDER TO D.P DOWN. ARGN ITEGT. (TYP `F L. - 1 QAII EL1Lilf>1ENT CONECTION M p MAIN -ERVICE PANEL- (A60VE) (S)-411 F•EEDEKS TO D•P UP. --I 1 VERIFY SNACK BAR EUUIMOT LM3 CHARACTERISTICS LOCATIONS AND CONNECTION \ O + VOLTAGE 120/1CGBV '.+0 AW 2GOA LOCATION R Il-ZI' TO METER DISTRIBUTION PANEL(ABOVE)• \ I REGUIRENEWS WITH SNACK DAR SUPPLIER PRIOR TO ELECTRICAL ROUSH TN. LPA IMOUNTING: ,SURFI►GE _ 1 GIRCuvr LOAD - R. 1R. LOAD GIRC.u1T O 1-1a �I --- 1----- - LOCAIE RELFJIACLES t>ND R111CTION BOXES 1O 0.9 TO BE ACC£SN;IBLE AFTER DtESGRtPT10N I WlTTS 6KIl NO No.bKRIWATT5 DESCRIPTION EOUIPPENT INSTALLATION. VERIFY OUTLET NOLNTIN6 WIGHTS (HEIGHTS ---- _ SNACK !MR LIGHTS(6-0411 960 20A 1 A 2 20A 900 EXIT E"(01166 4 UYIUTY IT& HS 114. It1OICATED ARE TO CENTER OF IIUTLEi. N 1► (S-04) 600 3 B 4 1300 UP,DN,WALL,STEP LTS. _�-- - --� r --� O3 WALL SCONCE/DISPLAY +60' CICUIT 13. REVEAL LTS NEON 1200 5 G 4 1200 1h AUD*jLOWY $ LOBBY LTSI_L f 1� o0o I I ro�eo --, —� -- -�-� 114. I VAULT STRIP LT5 '/� ' 900 7 A 8 1100 AUP*S L06dY LTS -- -- _ - - -- L " � �ncE 10 ? I� �' D 2»IO 1 � O GENERAL USE DUPLEX +4/' BACK COUNTER, +39' FRONT COUNTER. CIRCUIT 15 11 1 11 +I - 900 9 B 10 1100 I1 24 �fov1�'s Q "G NANDDR ERS -VERIFY G'- %a 1t C. 1 tiLv c�t RESTROOM LTS DI FI K 1300 II G 12 440 AUD*3 5 VAULT LTS VQLTA6E �+ LOAD(TYP or-8) --.� 24. Mn COUNTER, CIRCUIT IA FROkT f (TER, LV \ ►.1 �-� LP6 O LPA D LPS WALL S60NGE /D16PLAY 600 13 A 14 600 GEN. USE DUPLEX Ga.wb PB 9S,3T. \J +r1_b9 37,3A. LPA 93,35• ' SQ PMRTISING 516N +B4• CIK:111 17. .a1 CwFN:KAI UiG DUPLEX 900 15 D 16 1000 P1pPG01ZN WARMGft _ - - -- - - -- --_ SIGNS 4 CANDY CASES Soo 17 C (8 1000 POPLORN WARMXR -- ►p4-SU I(JI r �l wp O O Q _ -- >'�HvQ 1 �— 1 O ccwor ctLst +a+• �IRcu1T 17, - NA++ 4ToP. i l� IRA: O wP I I �' --- 16 CAS 4yittfilSTiRS --, 1500 19 A ZO 1100 DRINK CAR6QPM!1. ' Q rM RESISTi4 N4' CIRCUIT 19. PROVIDE GREEN INSULATED/ISOLATED GROIHXD HS FREEZER 600 21 b 22 800 C4aNK GA1491/OPiATOR `I O WIRE MO RUN CIRCUITS FOR REGISTERS IN SEPARATE CONDUIT FROM OTHER LOADS. MI(,ROwAVE_- - -I$O0 23 G 24 ' A 1500 IGS* M�'�G.NINre Ii5 - O FWYIF.R IBELOW COUNTER) +24" CIRCUIT 21. HS REFRIGERATOR (000 25 A 26 20A 16So WATm 14a^-wR LRA 13. POPCORN POPPER 2000 27 p 2S SPARE LP9 <91> MICNOINIVE +50' CIRCUIT 23 _ _ QP 29 G 30 300 TICKET 800TH L16,tr'T'g HS LF4 ( . _ --- =r- - 7 F+OPCARN FM FILTER 1300 20A $1 A 32 400 a II RtG4i►T. NIS - <a> REFRIGERATOR (BELOW COUNTER' +24" CIRLUIT ?5. - -- 33 9 34 _TOO II 11 ETI44.F!►N. NS F►ANr^RYERti •1400 P 35 G 3(. 1300 II 11 f+JATtR .$t r_ LP$ IG ll POPMAN POPPER +12' "-.HCUIT 27-29. ----- - H/,W DDRYiRb 4400 0 57 A 38 so* 1I 11 Ri615 Z6 - 12 DRU!( DISPENSER HEADS COWT LOW VOLTAGE XFMR FOR HEADS ON CIRCUIT 14. _ P 39 61401 -_ SPARC _ I A RESTROOM i'ik11.FNJ(EF-'111 1600 20A 4 1 G 42 I 5a0ITIit L^^.ARM NAL. NIP RA A w P RA 5 ` 13 PDOCORN WAIIIER +12' CIRCUIT 16. U b i L - _ J 14 DhINf C'tWBON91TOR5 +72' CIRCUIT 20 i 22. LPB 1l1. r I LPI~'.'1. \M 15 POPCORN VARIER +12' CIRCUIT 18. CHI,NS, ir. NOTES SEE PANEL- SGI-IEr)ULE NOTES ON SHEET E 4. RAI N V RA I IJ CrVE1z Ft-ov! gw I TGH �EI►5.T I IN vKA1N OVb:N' F DW cswlrGH-were 16 ICE MACHINE +12' CIRCUIT 24. I NP 12oV {h HP H2O 1 LP5-30, 32, ,3(.11 L PA-•30,37 34,316 . - POPrpRN FAN AND ELECT'ROn,1G I I 1 C TO CONcEss+o+15 r- 41 +►1 •'9 4 12� Co.G D, I G:� 6 12, 1, 12 END I G. FILTEF( (TVP, of 2 LOCATIONS)- STORAGE. `IEE POWER' A I11G. To CONGE35iOws STORACU6 f - RdOF p1'.aIIJ oVEftFLoW AIAfLM--_�` FAr `- FLAN. •� SEE POWER PLAN --- - - PAN LPb' 2. I t�E PiRETINAMIP�TAIL oN gNT E-4 z ❑ p^w1". LF'A - - I /1( ` r `� I I'IG T> TELEPuONG 2 LPA-38 2n12,tx12 LL 1 BOAF?p 1 N MB22N t , \ I t yb N ISO &N D, I'A G.R.G. / I L'p4- 18,20,21, 1+ 7012, 1 20,22. c. --- - -- /- - -- --- - •- - " K.E Ft.K Ta yi yG�4LE PLAW-1 / 7 +�12 11'G, --- G D, 112-T � -=l-L OW T►4 I s 51-4 E E:-r For_ sr.t ACIc- (� 3 BAR ANS TICKET 13ooTN LJj / 4 -� \ `\ 1 W4 c �� v7�[ P j r + LPbIA GREE pRc)vlDE J PjOx IN STORAGE AREA- 1• -- �-- J PROVIDE P1Ln ,F+l w TC►{ f FLEX LON:JEGTION TO ILWMtNAT1sD - / r1 - - NTRoF --• r.. �, FOR Exu:>UST �iaN GO {{ ITYF' L LOCIajIUtJa\ pISPLAV CASES. ('rVP. b LOCATIONS) LP 13. MASKING - - ---�`�_ I (� - PROVIDE 1500 WATT 120V MA€KING PUBLIC PAY \ �n 5 I I K I` F.$ DOWNS FGLOW N - O r_CD, 3/, C.- - A PHONES t4V APX. / TO Pgiimcc 1S• l EF-7 E / - _ - -- --- _ _ W IT►4 ON-OFF SW ITCH ANO � - -- /lo H P I K b K ADJUSTABLE THERMOSTAT. I IS• 1411G.To PY+QNo BD. 1 �, \ CLIMATE CONTROL MODAL � I ,3 � �-` I ✓ •- ---_- : 3 ( MOUNT REC.EPTACLESI PNoNE, 6 � �� tJO. EWA 15L . (TYP. OF 2). /_ ✓1_ .. -. - INT'_RLOM OUTLEYS BELOW ✓ - - j t F I I L- I- 1 ✓ �' / - j/ GOUNrER AT +24''. TYPICAL. 1 �y ,rA POWER PLAN ' I, CKET BOOTH POWER P1 SCALIE: ur = 1•--0' SCALE 1/4• 1,-0. `' -- PROVIDE II'G. ($CH. 40 PVC) `J/PULL LINE FOR NORTH MISG. GABLES ("CLIRITIY ALARA REGISTER, ETC-,) _ E +•11A� 8•f CIT'"S Is, $TUB-UP LONOUITS *3" A.F,F. EAC.F+ END. - BAIMY-MCM 9 BA"QS' INC.Z i ELEC rCAL ENQIMMRS 1923 S.E.91�r11 Strom - 1 TXINploru; (99XN lk1.1M9 IVA JULY 1's. 19117 1111111y111+(IIIIIIItt1l1(1.IIIIIIIIIIIIIItIIIIIIIIlIlI1l1I1I111Itllltllillllll11111III1I111IlIII111ItJill I1II;11111I1I1I111IIl1IItIIIIIIIl11111 11111111111111111It11I111lIIlII111,1111I1I111I111 �rw� C - I -- 1 --- ---- NOTE: 1F THIS MICROFILMED 1 2 3 4 5 6 1 fl 9 10 I I ---�2 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF THE_ ORIGINAL DRAWING. OE 62 93 12 9? G2 b2 E2 2? IL 02 61 91 LI 91 SI UI EI 21 II 01 E 8 L I9 S 10 IE 7 I"•11i InI�n11hu1�nnhul�nnlnn�Hnlnn�nnlHIlI1111I111111111I1111I111111p1�lUIliIN�nIIIIlU�1IIIIIIIIIIIH�iIll11h111I1111I111{IIIIIIIIHIIIIIII{11IIIHIItt1I111{II{UIIIItI1111I1F1FI1111I111�11t1I1t11�11�W�1I11�111i1WU1WIllUIIW�Il11IINIli11Fu11)I III1111IN11IIWIFIII _MAY , 31 1990 ...-...-+_....__...-«—._..__..�..�. _ • .. --' - _. _`_M wry+ _ .0.. ,. _ .—... ...", .........n,.+r..•.w.•.-•......._.-._.--....... . •• .. a..r '•aT 'e' r.. •..rte G�S maul N.c` -- `] 4 oMi fit S + put: h _ Opt 60' ty 17, I I w °w MANUFACTURER LAMP I REMARKS WATTS ygRp(OE MLa�� - I r a z Y � . o CATAI.Ora NUMBER TYPES EACH o714•ar, I -� _ - - ' `� - I W v j j v Z w (OR APPROVED EQUAL) GENERAL ELECTRIC I W1 I •' I u � µ = Nv3 � owGs IvwfiO (OR AS NOTED) I -- • ` A 0EL wER 6 t I s -0 ri 150 uc_-- -- AUOITORI OM WALL S COWC6 -- 1 SO --- -- Ci ~C� • • L161iMIFR 1102 PI-1151 OR LITMONIA LP-At-VA 75 ER 30 -� -_DOWN 6T6 75 --=- -_--` co _- • 1 LIGKIOUSK 110ILPI-Ittt OR MARCO MX 711-411 150 PAR/FL/IZOVJM n CURTAIN/Sf-ItMN LTS 1�0 wo PRovlp� G�ft►7 fZEEL / AIJY C! • • • a SWrVEL1ER _12D11-_WT ISOPM►R/fL!i10WlN I 11 ►1 ►I II 110 / TmNSIGIJ CG'IZP, H`+GIL-L 8-335'. SIA UIMMVR 1-Z EX - -- _-- - - - - ---- - by 1 • LIOHTOLIFR_770$ OR LITHONIA AGA-AG 15 R30/FL DOWNLI6NT - 76 W 7S - - -' �(( TYP L' LOGA1It»JS, MOurJ-1 AaoVE_ 10, 972 • L16NTOLIER 7705 O0. LITHONIA R(.A_ AC 75 R_l0/Sr - j rl 1SW 76 - - - -` 972' • L16N'TOd.1ER 7707 OR L.ITNONIA RSA AG ISO R,_01iP ,I - IS'0 w ISO V� - I �� 1 • • • L16114TOLIQR 7707 OR LITHONIA ROA-AC-- ISO_R_40/FL - --- - II --_- -1_50 w ISO 1 E9 • �• SVM-LITtb UNH-SG-6 _--- -- (2) 20T(#4/F -- EXIT S10►N- BLACICHOUSIN6 -_ FO- ' C �- w^~ , ' ,� I -- -S P9CH-I -SUPPLIND IMI FIXTUfio F6R1TSi SQUARE 10 --- -- r 6V• • • suRe-LITeI -------- - - r� - „ - - - 8 E2 B E2 6 Et • SURE"LITES R4G SQUARE-REMO-CF l0 I X E)� + t ; r EX Ex F 1 • b LITH001A C140, C 130 -- - - - F`rlb F30 5P30/RS/WM FLUORESCENT STRIPCORNICE20/FT 6V �� ' _ _ , Fz f • 6-7- LIT►1oNLA 5140 HRS, 5130HR3 Roo F30 SP38/a5/wl.I II II wvE_yAuLT IOIFT_ !dV• ' LL CC i hV - - • • (r7 LITHONIA S 140 HR5 S 130 HRa- F406 F30 SP3s/R5/WM _ II _-- 11 - COVE-VERTItAL 101E T - T T . T T' - - -- ------- - _ • • 2 V 15.11 G6 !11 ISO A 1� vALL SCONCE - 150 K • r L160TOLICK 1102 P1-1120 OR MARCG N►wy 711-ROO (�PR p>( PSL 21 FLUORESCENT DOWNI_Ib_14T 3S ' - -- _ _. ��'� a j ' r �*I /t( - ~ L. • + LO LITMAN►A L0 240A -E'S (2)F40WW/RS/WM UTILITY FLUORtSGYNT d0 cc E e w11.IN(a THEA ER E: a'e �� 2 LR • • s/Zo LIT11a1N1A L8240A -BS e11F4oWW/It3/WM UTILITY IM.VOR. wlRl.D SLEEVQ 86 FOK THESE - -- - ----- -- - -- - - A E1 1 A , LIGHTS p A _._ • • LEVITON 9a 1S _ _ - WO A19 _ SCRWEN MAINT, LIGHT$ +161- 100 r SIaALL RuN N • • • • LEVITON 981fr-C (50Al9 PULLCHAIN LAMPHOL_O_i_R 0 sEjilwi , P • r • 9 SWIVELI?R 11011-WT VYLEVITON •(o91 430 R30 FLD P_R_0_J_BC_TOR WORK_ 6MAHT _ go 1 ' WALL / R * + 10 NVMRLL 431-11-F♦ PMI LI PS PL9/17 -ST>EPLIVHT- FLUORFSC.ENT - al w _J T_HEATER ` NEATEK r THEATER 11,17 TIVOLI CW IObO (12"GMS, LAMP SFKItiS) W/FIXTURE _T- LOW VOLTAGE AISLE LICrI4TE `--- j r E2 E2 ` r -- 11 LI(aHTOL1eR 1101 PI-1105 OR I.ITHONIA LP-R65 -73 R 3001. - UPI-161-IT FI%TURF _--- _ - '1S r r • • 41-13 S[LPER 2502 W15ATIN ALUM. FINISH 11014 - - GORNICB LI4_NTs D"LAHfoSVM * 16f/FTTW _ _ j 4 r - J� 0 VIA DI►�A r 1 • 14 MIROPLEGTOR- MIRO-T-704F 06RAM H4[-TS70/WDL WALLLI6HT-[%TE0.1OP 100 r VIA / C CG I-4• i UW2 • • • 19 HU8e�8LL MIG-OISOH-1S8 OSRAM HgL-TSISo/W?t_ BUILDING WASI41.16wf raTERIOR 180 r DIMMER J - -- -- --- -- - ---- ----- - - r j _ • • MlRoileLTOR MI'N)-T-70RDIN OSRAM HQI-T:r70/WDL , DOWNLIUAT -CANOPY 100 GI) o CG I _3 / % �-_ GC -' �_, Y • 16,11 ?IVOLI_ TT 100�3�.:LtAR•311 CENTERS-24 VOLT W/FIxTUItE -- 1/4)('"IIr"TU_DE W/UIMPS ON3"_G91 - W A 0 FROV 1 DE �'A P'VC G. UP T'0 II�� l4 , MEZZ AT LOCATIONS ' IPA A A • I IS E ma SHF-M-400-5-208-EPDXY PRIM11ID LU 400 pARKINO "T- MOUNT Z PEER PC-6 f�.0 SHOWN FOR LOW VOLT, - ? MOUNT ON CENTRECON POLE MBR-9 FINISH 222 _SEE_'POLP DETAIL SHT.EI 2-,'-(o'I POLI? W/BASE CGOVFR f' AtSLI= LT. URGUITS. -- - - - -------- - -- L_ ' I r SEE DETAIL THIS SHEET, r I gab 15 EMCO 500-11-400-5-108-IEPDXY PRIMER LU 400 th%ikKIN6 LOT- MOUNT 1 Pm POLE' v ' - 0 I - MOUNT ON GENTREW114 POLE MaR-4 FINISH 223 SFE POLE DETAIL $1'17: F I 29' W'POLE VV/BASF GOVe0. /�- / / 6 GG • • • LITHONIA LASH 12 7.TdtAPSG73T MVR 150/U CLEANIN6 LI(sHT 300 / I DD • IS EMGO c.R P-IQ- 1 SOS-106-IrPoxy P'R1Me0 LU 150 POST TOP LIGHT-MAIN ENTRY 200 I - _- - - _ - _ _ - _ r 'A - .I �► r MOUNT ON GEN,CONTR. FURNISh1E0 POLE,-SEF ARCH. �� _ - - -- VERIFY FIN►gH W/ARCHITECT r Z I y �/- - r --' ----- _ r -- - r 1ov p r r Kv 2 r 4. �� Q e d LIGHTING FIXTURE SCHEDULE NOTES �t cc t r, - cc cc z a' 0 `\ �+} s V B B A } E2 E2 A - � Z t DETAIL MOUNT FiATURES Z' FROM =A(_E OF !IVRTAIN. AIM FI:CTURES t.Z ARCH, OWNf:RS DIRICGTIOIJ• z - -- `A 1-If I ' s t3 C 6 r UI,�MFR �. 10. - -- --- -- - } T r /� - , ` -- - + 10 ;! PROVIDE STRUCTURALLY SUPPORTED OUTLET eox FOR F ILOI'=� FIxTuRE MO')NTING. 6 - - - - T T \ rV T - , W.1 ' 4 f- 1 VIA DIMM66L 1 / -- V _ r� - ~: ToLI2 2 } T \ y , (o GIMM&R B. bV V, A II} T -" -- T a --�`t--- 3. F'ROVIpE R.EU PIA 'IC. �LFEVFS f`OR FL-uL�RESC.ENT LAMPS. W1 T '� DI � LP2 , - / - T -- LPt- Ek� aT �V P1 LP3 � VERT �( MOUNTI (� r•EI(�H15 LOCATIONS J/ ARC�I ::T''�RAL EL DATION �HEETS /: A. F N � J -- - - - � r_ - ----�7E� - -- ---�_ 1 5. MOUNT ON TUpESTFEL TRALKI f-VRNISHED I Y OTrrLc,S. 1(A�� - � Zyovq 1. W I _ __ D1 CAST Fr-�SN �� o P1 P1 971 PROVIDE FLUSH J-BOX `Nl1 `-- 1 - �- CONCfZ%tE WA'•" LP1 Z. GANG BLANK FINISHED EX - - -- - pI EX - ---0 pi p 1 - E (� - I 6.SEE AFtGNITEGTURA� DETAILS. COVER +7211 TO CLEAR FOFt 972 _. f D1 D10 ' G I:X _ L t� 7. PROVIDE 3'�i 4' FIXTURES AS NECESSARY TO '. IT LENGTH C•' C-OVE (WITHIN (o"EACH ENO). - T F 'T IF • �` D1 I+--�, DL' B,GONNECT F1'/-TU(ZES ON ALTERNATE SWIT:,HED CIR(,VITS. OF 5 RPL.AGCIS PLAY. TY P,GAL i I D 6V _._. - i - i �V I G -- � - - _ � � q I I 9. PROVIDE LEVITON x'1091 PULL GH AIN ON-OFf- -;VVIT(,N 0, MOUNT iN FI><TURE CANOPY FOR INDIVIDVAL SWITC.HIN6 OF `.�JAK UC•HT3. j rl U 1 D pZ�„r rpt - - - - -- - p=.� '� V1 la 0 \ I I 10,MOUNT IB" TO CENTER AE�VE STEP. Q EX hV I +Z FZ I I I Q 11, SEE GE-TAIL:S, ON TH15 SF+EBT. COORDINATE CARPET FDGS EkTRU!;ION WITH CARPET INSTALLER. CONNECT ON 1'jV. AG• W1 0- -�-� - -- _ _ - --- -� ) - - - - EX�1 1' 11 W1 12.MOUNT F%ATVR£ FACIMC, I-P IN LEDGE. SEE AR(_HIT;_C•TURAL ',EGTIONS D1 I _ 12. E2 a p -- E2 E2 W D1 (01/ © (17 D E2 vi I ) 17 I g• I ©_I 13.VERIFY CURVED OR A.NG' �p SECTIONS `N/ARCNITC(_T, LAMPS SHALL Be HORIZotJTA4. '� � � yc.FNIR-FIOR STEP LTS, I I ~iU "N' K p Y Y D �( IN PRAT MEL2 ABOVE I I Y W Y Y ! 12.• u 14.(_GORViHATE MOUNTING f+tl/s HTS W/ AR.GHITEGT. c r Q } } - O� U -- Y / + 15.F,YTI/RE JUOING ' HA WARE SMALL BE FACTORY PRIMED WI EPDXY PRIMER AND FIC-LD PAINTED W ARCH, .-'E-L (-TF PAL UR THAN PAINT / 1 F2 F2 � y�-- I/ 1 O � H �. RD D / E D Y E E N . I Fz CF2 I 1610STALL IN ROUTED !'LOT IN WOOD STAIR TREAD- SEC ARGN. DETAIL. CCN,)NEGT ON 24V AG. + D1 D1 D1 971 I` ) ® P1 DI j v1 pI sk.r - - --- D2y _ G T 1 ' - Q 2 --�� U 61 U "� I N r '' C .A-DZ 17,t_I�IIr 7UBl r�rANv1=Ac7uRER SHALL. PROVIDE WRAT'r N 2 YEAR. WARRANTY UN ALL LI(2i4T TUfaE. I ---- -------- --,I ] MLZZ. DI P1 r-'----- --- rt- � , -- %-. 18-COORDINATE <.��L LIGHT FI,�TURb LOGATrONg k rnouNTING 1-�t1(.H'TS NIARGNITEC.TURAL GEILINb PLANS AND MALI. EL�avAT10NS. d 971 EX • l L FI T Ex �� EX i WI 19,MOUN1' ON GEN. CONTRACTOR, FURNISHLU PGCE PjELOW T,IPC; OD FI ArURE - 56E ARC.NITEGTURAL 0i='rAIL-. wl L04 PB- I K K 4 a 2. B,10,I Z I -- LFA- 2. L 971 LPA-Iq -- (ems �••••••� - - Ft ' 8 ;0,12 ZO•GHAIN MOUNT AT + 9'-0" IN AREAS ^// OUT' Girlll►U(s`�. - - - .- ---- G R _. _ -�- __ - ""2 + X-Ib. F-ALT09'4 ASSUMBLEP UNIT WITH TRANSFORMER - - - - - - T T U I _ - bV - T r b� - - AND S,SGON VARY CIRCUIT' 21REAKEk . UNITS SHALL _�h 24v SECONDARY FOR STA12S SECONDARY CIRCUIT 4 6, i - K \ K 6r VIA DE S 2ED GCORpING l0 LOAD ANC, NVM136R OF I'zov FSREAKERL, N 0 N INTI:R- K J K 2 1 DIMMER RUNS IN AUDITOR%%J" OR STAIRS. NIA.IIVFAC.TIJRl1t I /PRIMARY _ C.I4ANGEABL.E, IG VIA GIM►v1ER - - � �_2 j0 SHALL BE TIVOLI (OR APPROVED), _ _ _ 12 V S-CONDAR ' VIA 4 2 NO. 12 WIRING IID 1h►1 U ® O ` \ r ' FOR AUVITORIUMS I 1A"wR- 8 1 ' ` �' 4t 1__ 1 8 D DIMMER I CONDUIT 4-1 II .C- F1 S-1 120V CIRCUIT I 12 i CC E2 _ L D3 / ! p.y 11. E7 CC - E2 FROM LP I ^ IR E 1 ►N - r-- _ �' 1 .� ' I A L - - _ - J \ 2.4 4 LIGHT TUBE STRIP'S I _�f MEiL � N -fi__ N I ` ABOVE ! (py •� r -'-�- (ov E1 I4Z -E1 Imo'- .Ar 124 ~ I / MEzz ' , - SIZE A-' THEATER 4 ' -- � - L- -- - -- - - --- - - - - -.I ® I I T1E� 1 AISLE / STEP LIGHTING WIRING DIAGRAM I NO SCALE A El , A j I I II A t I E2 A fi e cc B 6� } 2. ( I I 6• D4-� -i 1. = T T T T LOW VOLT �aE L U►A T TV BE --- LrARPET Cf)GL AL-UMINUM EXT'tV51CN\ •r T _.r r �- ❑ e, 1h. K i� I I � 7,9. 7,9• -� �/�. � k - - - --- - --L��i3• Fi r-- p CSI Ra - -a IIB©® ' r _ -� 17 a IM® A, LPDE� L �CUNGRETE J ` . -- - E_I(� IPB -11. I I�3 1 2-11. ` L o \� E x P3 L -- - - �-I ,. C ti - " 1 (aV YI' D3 Ib. E . } 1r - -____ - - ,_ - V2 PVC cONQUIT M/ No. 12 w1RING 18• I D� 2. L- I S. ,t V B 4, GAP 01 1 - __2.- - 1� fOR 12V AISLE I_I��HT� -._LPG LPA-4,b. I I r - ��i- /�X (TY/ or ?.o> PRIOR TO POURING OF FLOOR ETCSLAS.S --I n/ CUT OFF FLUSH AFTER CON!RETE SETS. - -- - I Q - s LPK- 18120. e" 20. 314 12 %s MG. �.o. 4 AISLE LIGHTING DETAIL NE_O l:1 L 16►-1 T I N C,I N O T"E - �(� n LU pE I N E LF_GTKIC-AL PSI D - Ar1 INC �-� ALLOWOP,NCE OF S3000.00 FOR ItISTA'.LATION Q Ei GONNt3GT10N OF CIRCUITS AOR NEON LIGHTING. �,\ � 20, VERIFY EXAr-T LOC-ATIONt, OF TRANSFORMERS WITH T LIGHTING PLAN NEON SUPF'l_IER. \� 20. ZO► NORTH SCALE: U°• n 1._0• _ �y 9AISLEY-MCNI16114,0SOCIATIa�►ANC. + ' y r I 1 ELECTRICAL ENGINEERR 1923 S.E.Mark SimN Po/tland.00197114 TMaOlwna: (M»1t1-TqE I1�IIIIIRI .d�.l�.....•.,.w.. ,..,....r. ..•w .,.-:,�,., _... r .JULY 115. 19!!7 •M.•AA�.lRII>' AIL•,!W ...._ ..._..._. ..n-.-r_...,.___....r ...,t► ... -..-......._.__ 1 ( I I I I I n l I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I 1 I I I Y -T-•----. -.. --v.---;.--,•,•..---___,_....__-___.. ,___. r � , • 1 III III Iµ III 1'I III II 111 III 111 III 111 III III III I,I III III III 111 III III III 111 III III III III III III III 111 III III III III 1111111 III IIT NOTE: IF THIS MICROFILMED ► I 2 3 -} 5 6 7 8 9 110 DRAWING 15 LESS CLEAR THAN -- -- -_ THIS NOTICE, IT IS DUF TO THE QUALITY OF THE ORIGINA.1 DRAWING. - ---- --- - ----- -- ----.- -- ----- Of. 6Z 92 a 9? SZ O2 EZ 22 IZ OZ 61 91 LI 91 SI bl EI ZI 11 01 6 9 IL 19 S b v 2 1"•1'" INII1111IINIIImIIIIIIIII 111111I1[Id 1NIInNII111IN111111111111In11IlUlIIUlI1111LIIifII11111if161111111111111!1111TH!IIIIf111I1111IIIIlI1111IIIIIJIII�IiNIInI1I1111I11011111I1111IIlUIIIIlII111JIUlIlII1JII�IIII�1.IIlI11111ll11IllIllllllltlllllllllllGl!1ifIII Idil11I1111III11I11it , MAY 31 ) 1990 01"" 1.P2 - I,2. D PROF k12,'(i11C. -F'CaaJEGr1oN BOOTH �'` GIN ROOF M(XJ NTICG NRoJEcrvR EX I+, PANEL (TY P pR 5) /114 r f � FAN 8/4 HP IZOV. CIRCUIT VIA 4P It I' ifG11224 CONTROL RELAY t CONTACTOR. f r . 5PIiAKE1C WIRING NOrE: CGS, 1"T SEE CONTROL DIAGRAM R13IsLOW• - g- - - SPEAKC^ " Rt NG SHALL BE S TR AN DED C 0PPER OI1,o0N� - --- IN �j. � ' 2• 3, 5 12/ Ir411G 7 'AITH THHN INSULAT,•JN (SIZE, AS SHOWN) L P;. L P-I, "I"'7 L COT Sk CODED TWISTED PAIRS (t2 TURNS MIN, rDER FT.) - --- EF-2 L LR �4► _ 3 LP1 i 3 3 �P' 1 LR (_ EF-3 - - _ I NUMBERrD AT EACH END, �.`. E. —LEAVE 25FT LOrIG TW15TED EAvE3 35 FT LONG TWISTED PAR PAIR. TAILS FOR SPEAKERS I _ I TAILS FOR SPEAKERS. TYPICAL � ------ I L R L E I=-1 L L R �---- ��— / 1 vPICAL OF .j PAIR. r '1 I L__ --- _ 2 I 1 KQDF MOUNTED NOTE: - _-j _ — -, I � � _ `1 `----F'KoJ EC.ra2 "NAIJST 1,. SEE TYPICAL PROJECTION WALL / SEE CONTROL DIA/N LOW. S J �ENIND SCREEN J ti ° ELEVATION AND PROJECTION 500TH SPEAKERSTUSOUT SPEAKER STUBOUT---- S LEAVE i5FT T38LDEN 8451 PLAN VIEW FOR EQUIPMENT POWER TELE PIauN E L3oAFC� - VKoV IDE 4 ><4 3/4" PANT, E17 PLY, ° * FOR SUB WOOFER. I (W/BUSHINCY)AT 10'-o' UN lW/BUSHING) AT 10-0"r�N WtP%tJb IN TYPICAL 5 LOCATIONS. L L CONNECT ONE SWITCH FOR TYPE 'L.ft' RI;D L16H BACKWALL ONQ,pFAUDITOR►UM 9ACKwALLON (LOFAJwT0R1LIM. Bevil NuiSCREEN tSOUND BAFFI� + I A IN 5"VICE LJWI-Te_H 1SaA.R.V H LAND OTHER, THE NSWIITL44 FOR. GAL IL f�WHITE L*wTS -- -- -- -- - —_. - I T Y) 0 FnISTQ18UTIcN PAr�EL--- -� PRC\jiDE: (I) DELDENIF6451 10 0 II - ,- AND IZ't<10 - iLr` -PROVIDE (o " i0 ;,�IRKOUND (cTWISTEDPAIRS), Z 7 1 -- - Tr►ISTEO 'A RS) SPEAKERS�T,,N) 1%.l' EMT. 56E _ l � -- 2 L::-PA SEF' SPEAKER J S-EF- THX DRAWINGS SPEAKER HIRING J FOR LOCATION - - 1 °8 0�0 -- - - - 21' I -T- ,� WIRING NOTE. NOTE. -- --__� 4 L LR ---- l 21• -f—.� �D I --1--- Cp_ s —(`-- NOTE; ANO QUMITITY, 1 I LR L - S. L L I L L I ,GEE? ALL CONDUIT RUNS LPI F 2 II 2 L,pS 5 MIN, OF 2'-0" FRrM ANy J U ---- _ L 3 3 L L F - a_ -�► - - - ---_ - -- PARALLEL RUNS Oc LIGIHTINQ -- � LP4 -27_29, LP,- 27-29. SD - � �1 OR OZHEIt ELECTRICAL - LP4 -1, 2t, Z. _ --� 208, 3/4 1'C. 2 tiB, 1/411 C• [. 5 0 It, 9/411 C. I LJL L L LP5 I� 21, L, C,RCUIT'S, (� -�---� 5,* I2 gm"c-. � J i 1� O AuDiTORIUAA CXHAU5T FAN CF-(o W" J J J J A 1DITfjfZ1UM Q -.11 WH 1/2 HP IZOV. - CONNECT (a000 W 208 V WATFR, Gh(o NFATER ( TVP, OF 2 LOCATIONS) r r GXI4AUST FAN 6F-7 (oX(oX411J-box -- ' - - 61((0X4",'-P,ox RUN !4"C. OF Z"ABOVE tt -__Al. _ `� lc__.__ - 1/2 HP. 120v J PROJECTION BOOTH CEILING. REDUCE DOWN TO `� PROJECTION BO'0T M N e ! f F t` V4 AS CONDITIONS ALLOW• RUN 140 , 2 VIA /i G. --- 1'n N - 1 In15TAt L 14 ',WISTED PAIR AwtPLIFIC-R RACK. LEAVE "' AMPLIFIER RACK. LEAVE RUN NOMg VIA 3POLtr � E � J "' `'3 EI - - Lp1-41. 2 �I'Z '/1"G. RuN NOMG S to CONTACTOR ON U1. Q - 1 -�' -- -- - VIA S POLE C-ONTACTOP- ON GH-1. 25FL OF WIRE AT EQUIPMENT 25 FT, OF WME AT EQUIPMENT AS Rr`CiUIRED FCR Nn. ( LOCATION, (TYPICAL.) OF SPEAKERS• SEE __4 LOCATIOM. (TYPICAL) U 1 *10 STRNNDED,%Z`C. SPIeAKGR.WIRINCY NOTE. I * 10 STRANDI3D / To COLD WATER PIPE , 2 C. KEEP 1`'1 CONDUIT R,' NS _ TO COLD WATER PIPE f 1 GROUND MIN.OF 2'•O F'120M ANY GROUND. U MEZZANINE POWER & LIGHTING PLAN PARALLEL Rums OF LIGHTi%JC7 � J OR OTHER ELECTRICAL SCALE: 1/8' = V-C' L4.J CIRCUITS,ANO TICsHT TO WALL, NORTH . Q J DOLBY SOUND SYSTEM WIRING DIAGRAM THX SOUND SYSTEM WIRING DIAGRAM �- __-_ NO SCALE TYPICAL OF AUDITORIUM NO. 2. 3. 4, d 5. NO SCALE TYPICAL OF AUDITORIUM NO. 1 ONLY LU LIGHTING, RECEPTACLE, CURTAIN E MASKING VOLTA G E 120/2-otsv 30AW LOCAT ION: PRO,). NACXX - Z BRANCH CIRCUITS ANI/ CONTROL WIRE5 M 1-P�M O U NT 1 N fes: SURFACE_ _ LSF H1 ND SCREEN - SEE POWER PLAN. C I RC 'IT --- - --LOAD 5KR GIR OR OKR LOAD C 1 R Gu 1 T- Z SPEAKER W IR1NG TO -�_ plot WATT DESCRIPTIO N BEtril►�D SCREEN-SEE 2'd' MIN. 06 5 G PUP TI O N WATTS Na r l O HOUSE,SCREEN,WALL- SPEAKER wIkINCa DIAGRAMS TYPE `P' PFcoJEcroR To PROJECTOR l:xHAUST F.ALI SCONCE LAR CORNICE BOOTiI LTS (L,LR,P) 470 CoA I A 2 2010 600 EXIT t4_RgS�i :14HtS HS 'THIS SKEET. J I L%G"T W/PULLC.IIAIN - PRJJF�_TDK LIGHTS-SEEL.IG44TI NG - --- 0 _ _ - _ �- - --- \ 1 BOOrFI REGENT. - boo 8 6 4 900 CLEANIAICB l.1(sHTS(3�H5 CHANNEL LOADS GONTROLLEp GONTAGTORJ M017E ONTIIv1E OFFTIME N _,�� —�i, \ TYPE 'I>' FxH FLAN PLAN -'� - - -- - - 6,"-A4" J -BOk I EMT ?ULl�NgIN TIMER C PR07. E1tN.FAN (PEE-1 T00 5 C. _G 400- CLEA_N1N4 U614TS (5-CC) H5 N AMPLIFIER (TV D) CONTACrOK �• 4"X 4"/c 4' V,/IRI-WAY IA SPA_S_A_VTOMATION _ SOO_ 7 A 8 1200 AUDI GOWN_L_Iy14T_S(11.-D DM W FOR ALI 01 T OR I U Mt, IN BOX. �PROJECTOIR MOTOR 600 9 110 10 1500 CURTAIN LT5 (loll) om TORK MODEL 2,3,4, AND ONLY AMPLIFI) R RACK _--_- _.- _ _ _ _ CN I RESTROOM L`.G,/ LTS 'Fr SIGN I REMOTE VOLUMEVINSTALL_ CONNECT PW FILM PLATTER PACA T. 400 11 C 12 IS&O EAST CORNICE I.T CV) CM -�� 7 DAY TIMER I HR. PRIOR TO /2 HR AFTER /MPLIFI SWITCH ssl AUD. AUD.2,3,4/{5 VIEW ZOM '414HTT DIMMER ---- - --- 2400 DIla1TAL + 12 %ZNG(TYP. 3 3 OPENING CL0.51Nra RACK occ VIEW BOOTH P+N AMPLIFIER RAf.K 800 13 A 14 1>d20 WCbT ►1 II 11 DM 3 ) PROVIDE` 20A,ITAV.--- ONLY. I PORT ONLY / PoRT PANEL MODULC5AND AUTO- - t WEST EAST SINGL.EOR,SPLIT _ TOFLnoR 3/4 11 I a4 LP MATION &QUIPMENT It - ,It A 000 - 15 0 Ib goo AISLE' LTS (T) CONTROLLER (CONSE5,51ONS STCm. RM.) WIRED DUPLEX L 1 FURNISHED B,4 oTKERs• II a 800 17 G 18 &66 MINI MARQU16 ITS ASTR,ONOMIc_ 7 SUNSET SUNRISE RECC-PTACI.ES IN 5r=E TYP � - _ _ ----- __--- Recc-pT FE5 PROJECTION �� Aux1UARV SCHEDULE Occ I) 11 _ 800 19 A 20 300 6GRt16N SERVICE LTS- PWcAbimF_ C H 2 BL D6/PARKING SECURITY LIIaHTS C1O AMPLIFIERS (ONE PORT PROJECTION ________-___ _._ _ _ - _-___ (WEST CONCESS ST(, RM.) DAY TIMER ►I 11 GOO ZI d Z2 -(000 SCREEN R1:GEPTACLESI PW PF_R AMPLIFIER SPAS P'O'RT SEQ JENCE CONTROL 11 Il GOO Z5 G 4 800 CUR- 1w MOTOR C RCUIT ABEL _- - THGAMOSMAT WIRING TO PROJECTOR AUTO 1 (gYY1FGH.� AS REQUIRED. cco tt tl GOO 25 IA b 800 _ MACKINPI MOTOR CH BLD4/PARKING OPERATIONS LTS. 1 SEQUENCE CONTROL NATION / D __ -_-_-- - - -,_ ___ C ASTRONOMIC 7 SUNSET /2 HR AFTG-R G11: No. ON EACH• T 1 TO PROJECTOR (DIMMER ® -GENERAL USE DUPLEX 11 11 B� 27 O ZB /000 TOP MASKING. MOTOPIL Pw 12 PAY TIMER CLOSING 1 I - BRANCH CIRCUITS AS tl —u 800 29 G 30 _ 600 C.LE/1NING RECEIPT. (2) KS (`'/EST CoNCESS. ST4. RM.) AMPUF16RCtRW175 I MODULES AS RE CIK,3, REQUIRED, SO6G PAMP-L ----_--- - - O !1 A I'M _ 5W►itB AS REQUIRED- SEE I �O _ - GH4 E XTLTRIOR INTt?RIOR NEON 814N5 7 DAY TIME SCKECULE, rcr LAMP RECTIF;ER 1 ISOoO SS B , -- —I' - - --_ ' 1 PANEL SCHEDULES 1 I �_ ° R /2 HR. PRIOR TCI /2 HR AF=TER I "IDE Ce'k4°x72"SCREW COVEREDWRFY �J sP _ _11---�TT- - n (\NWST CONCISSS. _,TG.RM•) OPENING GLOSIN4 I �`!-aL0 W v4 LT 104 E XF14� 34 4- EMT FOR PROJECTOR AUDIO J-BIC �- �`� LELM�ATrER 4 6K-k=`7 �Q AISLIE LrS, SPAGG ---�-- L A g -- SPAGF - --- u u TO AMPLIFIER AUDIO (o"X(o"K4' IS" --- — - - --- --- - CAaLfi:, GIR.11 tt 9 B - It 20 AMP MULTI-POLE MECHANICALLY HELD LIC wTINCX CONTACTORS WITH NEMA I -- - -- _ - - 1 FLC1l7R II -- 1 G 42 -- - tl -- T ENC.LOSURt, 120 V COIL £ NO. Or- flOLE5 INDICATED. SQUARC- 'D' CLASS 8903 TYPE LEG. -- -- -- +--- ------ --- - --- - - - --- I - - -- E3YPAS5 SWITCHES -LOCATE T� JANITOR TIMED BYPASS 5wrrc HE5 - LOCATE NEAR RESTROOM ENTRANCE'S --WIRE 1N PARALLES. PROJECTION PORT WALL ELEVATION IZOV IN, GIR LPX-30. NO SCALE TYPICAL OF 5 LOCATIONS LP2 Vim' T^UF: �2C/�cMv a, 4W --LOCATION: PROJI. MEZz-�- LIGHTING CONTROL DIAGRAM _�MOUNT1N42 SURFACE Cl RCU 1 T LOAD CIR G TLOAD Ct RC V 1 T NO SCALE DESCRIPTION WATTS BKRNQ NO DKRIWATTS DESCR ; PTION HS BOOT14 LTS. CL,LF P) 310 ZOA I A 2 20A 500 ExIT E61RE55 LTS.- N5 AUDITORIUM Soo 3 B 4 900 CLaANIN15t L.TS Cs NS THEATER L,: D R BOOTH RECENT ABLIE FIRE AI-ARM PANEL -- - - - - -- AUDIOJ�BOX� WALL MOUNTED RALK, - PROJ. E1(I•I FAIJ (PEF-7.) '700 - S G 6 1350 DOWN LTS(6-0sCRi1L0%:m(6, OM TYPICAL-GFOR PETE(-TION --- SRA 5 AUTOMATION 4010 7 A d _ aPf►Rlw _� - -- ------ -- � I,IRGUITS Pw PRoJ Mo1pIR hof+ 9 8 10 900 VIIAI L SGONGG (6-,10) -DM ! NOT E S ZONE VESGRIPTION ___�__ - SI-9 - -- (THEATER 1 ONLY, V I�2EWAY SSs PANEL DIMMERS Pw F,LM phq, 1'RR 400 _(I G 1Q 5p0 AISLE LTS (T) EOL P F G F F F 1 MANUAL STATIONS I 1. u'fILIZE CLASS 2 LOW �IILTA(aE WIRI•VG METHODS WALL MOUNTED OhI - AMPLIFIERS P P AMPLIFIE P PROJECTION BOOTH AMPLI FI&R RACK 800 'i A 14 600 MINI MARQUEE _ FOR, DETECTION E, ALL RM VOLT CxE I FREH5TAN01NG RACK. O VERIFY SItE Ii LOCATION 000 -------------- --_-_ — - - PN 11 II 1100 15 D 16 200 ROOF TDP AG RfC.CtT. _ IItS w/THF ATER TECHNICIAN. PIN PI II Soo 17 G 18 4_00 SCRECN _RtGQ_rT'I� PW EOL S S S ti 2 PROJECTION BOOTHS I 2. INSTALLATION SNALI- COMPLY WITH APPLICABLE PROJECTOR SECTIONS OF Nr--PA 72A, 72C AND MEET ExHAuSTFAN PW II el !>!00 19 /� 600 CURTAIN MOTtOR KEQUIP.EMENTS OF AUT1-40R%TY HAVING JURISDICTION. BY-PASS SWITCH. II It _800 IV C ZZ _ 800 MACOON6 MOTOR _ Pw PROVIDE FLE)LIBLE STE-eL CONDUIT f- PFO,JECTOR S1=EwIRING DIAGRAM, SPARE Z9 C ZO bop C.11 41U1NCIt RfiC6PT.(3) NS EOL S S�-- S S 3 STORAGE ROOMS 3. SUBMIT EQUIF'MFNT LIST, S�(cTEM LAYVUT ANTI WIRING, CONNEC.TION6 AND WIRIIAC2 TO PROJECTOR FILAA _ _- _ — - FOR AUDIO CABLr_-S, LAMP RECTIFIER, PLATTER SWITCH FOR TYPt'P' 2'S A 6 SPARC AUT>7MATIC 'SEQUENCG CONTROL,E><KAUST oo°� LICYHTS, PI1V LAMP RECTIFIER 4000 2P 2T B 2$ - DIAGRAM FOR P6VIEW, kOVIPE 2 COPIES To LOCAL {~AN CONTROL,PROJECTOR) ETC. 1 I AUTHORITY HGJiN(a JURISG'ICTION F=OR APPROVAL. - _ _ Ep(. SFS S(aV 4 FIRE SPRINKLER SYSTEM 5P14R 6 _ A f Z9 C 'JO �� -_ - - - -- 2/G �IIo GABLE FOR AL.P,RM CIRCUIT. LN EM KEY - _- - - - - - - - -- -i 000 01REF FURNISW.D, INSTALLED AND CONNECTED ---- 12014 2010 POWER 1N ALARM CIRCUIT IyJ 'Fi ' 'Fi LAMP - ooe OMEN FURNISHED. INSTALLEr, AM CONTRACTOR CONNECTED RECTIFIER occ OWER FURNISHED, CrhTWrFOR INSTALL"D AID CONECTED GIR. DE 42, _ _ (PROVIDE 1iANOLGSToP) I OOG I Gtr CONTRACTOR RMN(91ED, INSTALLED AND CONNECTED r. ---TAG 15--- - O ----_-- -- ------------ Vol_TACaE: 120/2oav 3Qf 4VJ t_oc-ATI oN: - - I CITY FIRE t+EPT. oR 24 HR. N1oNITORINCs SERvI(.r-. O cco CONTRACTOR FURNISHf�) 1. INSTW-ED W OWNER CONNECTED L P x _._l M 0 U N T I N C-4: SU R FAGS_ rr_ _ _ -- - - - -, GI RCU IT LOAD BKRICIR URB LOAD C:IRGUIT L - -- - -- - 3/411(_ TO TELs. BOARD. NMI ALL LINE %0'.W 1'.211 VOLT OR GREATER) CONNECTIONS R E S G R I P T I O N W A TTS I NCL 0 No W A TTS D E 6 G R.I P T 1 0 N TO EGtfllly W 9911.L R BY CONTAVOR. PAR'CINC, LOT LTS _ 0 I A 2 0 DRIVEWAY LTS PROJECTION BOOTH PLAN VIEW L1 I!kVULTAK 91TORRII / ACONTFIEII MIO CONS TO ONS ANO CH3 (t-AA)-- --- - I 9L0 ZIP 3 8 4 2P '�_° C3-BD) ,aw L. BE IE OWNERIITTDN CONTROL IxM9ECT1DNra TO rCU1P1ENT FIRE ALARM SYS I EM DIAGRAM NO SC!kLE TYPICAL OF 5 LOCATIO,V5 sFwLL. BE el'a1NERIe TECPNICIAN CH? PARKING' LOT LTS 1920 20 5 G _� ?.0 1 ZOO POST TOP ENTRY LTS C09 Q_-A A) _ LP 7 A B 2P C(o-00) _ NO SCALE CJ13 PARKING LOT LTS 1920 O 9 B 10 'LOA - SPSR� - - -- H t� (L-AA) LP 11 G 12 SPwicE _ _ -� IZO V. L-rA-2 12014 �OH� `HS PARKING LoT LT'S 19L0 20 16 A_ 14 600 FAST GXTITRIOR LTS(w4cNt - - - ------------- C2-AA) _ _LI' IS 0 16 wo WEST 9)LTFRIOR LTSCw-1 c14t - -- _ PARKIN& LOT LTS T Q 17 C 19 1000 CM1OP1f DOW4 LTS (X) CN2 r t 20A 1 5KR 1N POL LP CH3 (I-AA 11-FUTURE) T- 1920 Zr IS A ZD I OOO It O II _ ) c"3 -- /-C'II2. WIRE TI-MOL/4MOUT �_ c1+4 N60N LTE -WXTW%OR BOO ?.OA 1 B 'Z2 1200 FArApi FLooaS Cw-t) D 1-- �'--J y- - PROJECTOR. - - — I PUSH TO RAIN VF-AIN WA a 1% - _II_-- -- S0_O 23 C. 4 _ -SPARC �' i I 51LEN6E OYPA Maw r AU)tILIARY CONTACT ON ---- -- -- ----- -- - � uN II II It 000 5 A G PROJECTOR LAMP CONTROL 12014 INDICATOR - --- -- -- - - 'N PRWE-CT'ORK LAMP BY OTHERS- � / I UII NEON LTta -INTERIOR BOO L7 15 8� I 1 �---- - 1 CH4 It �- " "_ Boa 29 C 30- -ORS - - I ' / \ 600 LTE. CON TACTORS CTC.NS , PULL T o W CST Q 1 R C S E r (EA-sT) 7 Q I Prm/IvE _ ___T_ __ WIRING DIAGRAM LAYOUT FT^� .. +s-+-:-- s .r_+t9 +Rsarr:quo. aaewe,^rnn �z,.r..,_; , ,F,r�.t+e+f -._OFF DELAY TIMER SGT AT P..Q!!€�g�HEQV4�._NOTE9 " 12 X12 X 6o 1'- �I (o 10 MIN, MACROMATIC HINGED LAVER ) L 8 I CAT', SS1682.2 N CHI - CIRCUIT CONTROLLED BY CONTACTOR ON TIMECLOCK CHANNEL NO. i CH2 - CIRCUIT CONTROLLED B`! CONTACTOR ON TIMHCLOCK CHANNEL NO. 2 NO IN OVERFLOW ALARM SYSTEM J-BCX I 12 4 I CH3 - CIRCUIT CONTROLLED BY CONTACTOR ON TIMECLOCK CH6WM9L NO. 3 NO SCALE TYPICAL OF TWO - I 10 --Rta(IFTOP PROJECTOR EXHAUST" 1 i CH4 - CIRCUIT CONTROLLED BY CONTACTOR ON TINECLOCK CHANNEL LA0. 4 � FAN FuRN15NED BY MECHANICAL 1 3 COIL I - CONTRACTOR TO HAVE INTEGRAL DN - CIRCUIT VIA OWNER 1 URN I9H1sD DIMMER NODULES PROVIDE RAINDRAIN OVERFI.tW ALARM 9YSTHM (7VPICAI. TWO LOCATE ONS) 109 FOLLOWS: THERMAL OYERI-OAD PROT'ECT10N, HS - PROVIDE HALAL:-E STOP CN BREAKER TO PREVGNT ACCIDENTAL SHUTOFF OF ,e CRITICAL LOADS (HXIT/EGRHSJ LIGHTS, REFRIGERATOR, TPRE2SR, ETC) . L1 �MNECT RAiWDRAIN OVE'IFLOW SWITCH FURNI7NED lv OTHERS. rpt=OJECTOR � I ------ I � YI�VIOF ' 1 I - - IG - VROLATED✓INSULATED GROUND CIRCUIT - PROVXDR GRE9M GROUND WIRE A [21 PUSH TO SILENCE / PI'i.L TO RESET ILLUMINATED MAINTAINED CONTACT OPERATOR REICH.FAN bli^i) --- -- I _- -NEMA S.ZE O, AG MAGNETIC WITH NORMALLY OPEN AND NORMALLY CLOSEL CONTACT 15LOCKS. SDUARS D CLASS SIN. Sg I I I CONTACTOR Wl 12OV COIL-, CUIi92,!!r TO ISOLATED GROUND BUS IN PANEL.. 9001 TYPE KR-9PIR WITH ;,1)-KA-2 AMD U)-KA-3. PROVIDE LEGEND TO READ: I } _ OPEN CONSTRUCTION PW - RUN CIRCUITS VIA PROJECTOR WIRBWAV AND/nR AUTONATION RGUIPNtMT. PUSH TO SILENCE, PULL To RESET SO.D CLASS 0502 TYPE SBO-5• VERIFY WIRING CONNECTION DETAILS W/ AUTOIIATION-PROJECTOR SUPPLIER. PILOT LIGHT FLASHING RED, 710 VOLT, SQUARE D CLASS 9001 TYPE KPF-IRS. --- - 4 -- - PROVIDH LEGEND TO READ: ••ROOT SRA IM OVERFLOW'• - ••WEST•• OR ••EAST•• (45 SCH1=--ULJL-1<5 POIL LP3. LP4 4LP15 A%K-E d..IHILItlt. To L-FIZ AaoVle , APPLICA DLE). E soAAISLEY-MCNIEE!•AIINOCIATE IML. L — — — — — —_ — — — — — - -J 191 MOUNT ITEMS 2 S 7 (ABOVE) IN 7 1/2•' ERK2 BOX WITH TWO GANG 9TAINLE9: ELECTRICALEVQINEERB 1923 S.E.9terstSlr"t 9THEL COVER. SOIIMH U CLASS 9/A01 TYPE Kea. POr11Bnd,OR 91211 PROJECTOR EXHAUST FAN CONTROL DIAGRAM' I� P.)VID: 4•• DIAMETER 120 VOLT A,: VIBRATING ALARM BELL. EUWARG5 340-4N5. ALE MOUNT Al 106 OIRZrTLY ABOVE .TBh 9. T1B1Bp110M: (M)291-1'q9 NO SCALE TYPICAL OF 5 LO`rATI,ONS _ .y,,yIMq..irb, •u..,n..-. ,n,. ,..�...-4...... -:r..-.N.ii.4...Aiw1 . DULY 15, 1087 ... r •" ' I I I Id I I 1 1 I 1111 l I I I I I 1 1 1 I I I I I I I I I I I I I I I I � 1 1 I I I I I I ( III ( I I I I I I I I I I 1 1 1 I I I I I 1 1 1 1 1 1 1 I I I I I I I I I 1 1 1 ( ' I >~ '. _ . ., ,�,(1N.....,0,._. ,-_ --- -- - -- __-- - � ., _ 1 ) ; ,111 1 1 1 1 t l l l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 I I 1 1 1 1 1 1 1 III I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111n •" ""- � J - - NOTE: IF THIS MICROFILMED I 2 3 _ 4 _ 5 6 7 9 9 I)0 I I IQ DRAWING IS LESS CLEAR THAN �— THIS NOTICE, IT IS DUE TO THE QUAI ITY OF TIF ORIGINAL DRAWING. OE 62 92 L2 9Z SZ OZ E2 22 12 02 61 of L1 91 91 t. £I 7.1 11 OI 6 IH. '.•.'L-...'.-. 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LOW WALL RETURN -- DETAIL 2 KALE: 114" SCALE: NONE � �•- SCALE . 1/2"=1'O" NOTA',' EAST TOJLE7 kObM SfA4o/ y1,E9,T rut RGawJ S(MVC.Ie, �/Ur-,• �'/EgTF� '�¢ .5//U/✓N, /J7i�k -- cwWc d A.ssorl,,res,lrx r Frommm 770 S W vonm sub 7w PfNAt)M1, IQ's^ low Imp I I 111 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1''II I I I ill 1 ill 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 111 I I I 1 1 1 1 1 1 1 1 1 1 1 } 1 1 1 1 1 1 9 1 1 1 1 1 1 111 i IIII µIIIIIII _IIIIIIIIIIIIIIIIIIIIIIII , fIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII111 � 111IIIII111I11 �....-. NOTE: IF THIS MICROFILMED I 2 4 5 6 7 9 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT I5 DUE TO THE QUALITY OF THC: ORIGINAL DRAWING. 6E 62 82 to 92 V 02 E? Z? 12 07. 61 61 LI 91 SI bl EI ZI 11 W 6 19 ' I1 I9.- S b E I�nI uHlnnl nnhn!I nnluul nnl!;uInNIIlUI111111111I1II111111I1U11IlIlIIIq�IIIIIIIIIIIiII�IIIIIIIIIIlI11!IIIIIIIIIIIIIIIIIIIIIIIIIIII►IiIIII1�U11IYIIlI1111IIIIlI1111I1111)IIIIIIIIIIIIIIIl111�IPIIIIU�lI1JI11111111tW11�lllllllllllllllllll�Iillllllllilllllllll1111IlIIIIIIIIIIWIIIII MAY 31 1990 �-• h: fi v I 5 I �i ill I II - �I oil xqsl j -po + funuilluumnumil mmlmwmuuo.><umw!!Ju >uulrrr ur ►wuwlmwuwuwuuuiwalwu _ i w --- mrmmilrumAuuuuill lmuml anlulmllilluilumunun, __..........._..._.___ ...._------------- ---- _..._.... r _ r - - 11111111►11111 j __. _ __ -_—� ____ _ -.___ _ IUARMPUMUNIgulwwwuwwuwwwlmuu I I -- L Him 4mminsulmr®uuwulwuum! willlmlM Imulu a usumwEiu D1u1F�ummmuu I 1 ' _....._._. -- _ MUM= ' I WltllluWnlulTnmwuuh ulLLwutluu IImInIIIlllllll I Ii I1 ' IlrullMiltl,1,I/N.11MMIFnminuul ununmlllLLFuuuul�u' i �j - --- - -lIIIIIIIIIIIiII l WIIW. -- - - - fig.. �znrz. "s+ (�$TiFi $'$i$TFf3� T{T1 EEM ill fn nmr Cid:.FI&IFfl$$�FliFliii�BElf' I-EfIT$T�=T �iiFFI �- I trmlmm®!w lamu®mml _ _II1111W111 - - _— lam W r -- — I •�,- – ... _. -- ulluu>®ImIDIII!llOtm'.0 'uwu®1®111111WAR mm C 1 1 J - - -- I nuniflul 1 Ito uunannurVwuuuuunlu wrvlaw umluminun ' wmminuml.0 >� I� I L _ , k j f • i 1 h 1 4t } I'RO.IE:( �- SUMMARY _ �'ROJrt I [ARE:CTORI�' _ CR>✓DITS - VICINITY MAI' owner Eastgate Theater d Project Coordinator: Mr. Herb A t Ouse 919 S.W. Taylor Portland, Oregon 97205 SNIT INDEX (503) 221-0213 ® PROJLC1 SUMMARY -----------—--- Architect: Thompson Vaivoda & Associates Architects A.I.A. 1010 S.W. E1eventh Avenue LEGAL DESCRIPTION: S.E. 1/4 Sec. 36 T.I.S., R.I.W. , W.M. : Portland, Oregon 97204 �4►N1 "+'r AREA SUMMARY Tax Lot 500 ARCHITECTURAL LANDSCAPING (503) 220-0668 — ADDRESS: 11625 S.W. Pac- fic Highway, Tigard, OR Cover Sheet L1 Landscaping Plan (:ortractor: Hoffman Construction Building Footprint 31 ,881 Sq. Ft. 7% Al Site Plan 1300 S.W Sixth Avenue �a Conc. Paved Areas 14,946 Sq. Ft. 3% ZONING: G.C.. A,2 Survey/Demolition Plan CIVIL Portland, Oregon Q7204 AC. raved Areas 295,482 S Ft. 65% (503) 221-8811 Sq. A3a Plaza Plan G1 Gradin Plan Landscaped Areas 115,550 Sq. Ft. 25% CONSTRUCTION TYPE: Type III - One Hour S,,rinklered A3b Plaza Plan 9 G2 Site Utility Plan Structural Engineer: Van Oomelen Looijenga & Associates 5i�$ A3c Plaza Plan 3933 S.W. Kelley Ave. t Total Lot Area 457,859 Sq. Ft. lU0% ALLOWABLE AREA: Basic (UBC Tbl. 5-c) 13,'00 s.i . A4 Lower Level Plan STRh'CTURAI_ y L� ....rtW Separation (3 sides) 13,500 s.f. S rinkler Increase 2 A5 Upper Level Plan Portland•, Oregon 91201 I ---- 7 000 s.f. (503) 222~4453 .�_ � A6 Roof Plan Sl F'oundat'ion Plan F * Total 54,000 s.f. A7 Lower Level Reflectdd Ceiling Plan S2 Foundation tretails Mechanical Engineer: Gulmac & Associates, Inc. PARKING SUMMARY A8 Upper Level Reflected Ceiling Plan S3 Upper Levc' Framing Plan Consulting Engineers ACTUAL AREA: Lower Level 31 ,881 s.f. A9 Elevations S4 Roof Framing 920 S.W. Third Ave. Suite 200 UD�er I_ev'el 4,531 s.f. A10 Elevations S5 Details I -`-�--- S6 Details Portland, Oregon 91204 ,S w' Standard Spaces 436 �* All Enlarged Elevations !y �, Total 36,^12 s•f. 503) 227-5280 Compact Spaces 207 AlAl2 Enlargeo Elevations Handicapped Spaces 10 A13 Building Sections MECHANICAL. ,a < PP p Electrical Engineer: Baisley R Associates, Inc. * Areas listed are approximate only and are not to be used for A14 Building Sections g Electrical Consulting & En ir,eerin• M Total 653 ' estimating purposes. Alli Wall Sections M1 Schec'ules/Detail s 9 g g A16 Wall Sections M2 Plumbing Plan 923 S.E. Stark St. F.Irtland, Oregon 97214 0,11 Interior Elevations M3 Ref I ected' Cei I i ng Plan Mechanical ;503) 231-7825 A18 Interior Elevations M4 Roof Plan - Mechanical 1 A19 Interior Elevations M5 Mechanical Section S Soils En nrer: Kelly/Strazer 1 A20 Interior Elevations/DeTails A21 Details ELECTRICAL 1630 S.W. Morrison A22 Details El Portland, Oregon 9720E A23 Details Electrical Site Plan (503) 2.22-2820 ' F2 Power Plan E3 Lighting Plan Surveyor: Westlake Cansultants, Inc. E4 Upper Level Power ,& Lighting Plan 7145 S.W. Varna Rd. � iM1 Tigard, Oreg, 97723 :_�.'�� s+<IIliY1FYa. A►..r�. 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N TL 2G1�'L- I is >> ,ry a , Tot us,- z 0 •tot- .y,3 I T.L. 600 `+� MT r 'Off'V. .SOL* y s.l , • \ 6 7 /r TL LOUD IN10.611 A Q e 2O'- ( t, \ alit — ` I ios �'. - _ _ __-- FIEi.,(7 .121F'Y '•�"k71'-I � a •Se��• .Zp't'1 toy v N"!"I OF Exl�flr-1�' � Sol'- .tog lost, X04- , I .tae! �. { W 1 to- +_t T A:- L.I r-Ic:�rZT�-1 f tos ' " "� AryD �i�+b —�'� .�t/et I I / \ '�� \ � I,`,i--'1.,�1-1 3''•O'' OF ("��i►�.l � Z � t, � .�� 204 --�'"` I .'toot- .=es•_ � �� 7' A Ci �✓I Nb L.I M E, W 207E- •Zed= t I ��zl I I' / ,moo l \ \ s' z4P LEGEND T V2 ` � , F.t,. - FI.oW t-+rJe TRF--�•h � ��--r'� v_ j ' ` w. FFA.- FIRE H�'Di°./aN� A Amort l r •211'- \ M H. MANHOLE AL.-At-n1GR. 1 �✓ a P•P }'OWER POL.� G• •GoTTONWcr'D TF-iC�MPtIC�N fND. 1'o.P.I. -to7- .Zoo'- I sll / Ozl:� c ,� 1 �.M P CORP:U4A T MGjA L I`•t P� P - DOud LAh FI R, -I tort I / T�r.r. TKhFFIc ilPO�� W. - VVIL-t-ow f�SJI �t/1�[ 7 1.1 N it °Z I I ° �- © \ L .zo/� •;` f,.i 1 Ale,, - A9PHALTIM �1'�TG D OAK K1"`Y ARCHITECTS .tie- I ! 1 ,� u.�' . .Z16;1 W v .W1�TGR vAL�C T Iw, r� Ht- \ i . G !7• G^'re-h PAhIN AIA _T -_ -_ -+ i f 211- ' ' Iuw SW TH'.451 ELEVENTH tdl ?O, - -+- �/ 21 ri PORTLAPMOREGON l7AS a 1 1xtwT Rn°nns L / 1�' �� TELEPH,)NE:ISOII J20.Oti6i ---- •i1JMlltip : ��. Z�' / 2,A f .sic .slaf as! .� tMZ .21�+ �'`- Zl6` - ` \ p •. I .217\ 1\ YI \ `—.21i� J_ -r � �s ��i,wro I�l�... .j'•170 .2140 J •21�rst� v 1 _ I t, .• •T1i� tl'1- x.21 1 '1\ \ "O- \ - I r40 •ZNi � .i �� sis< Lib •t17 2174 'ter xli z• 1 .\�a�q! T G TOPOGRAPHIC & BOUNDARY SURREY � 19 •217f sireT_ 2184 �aI- \, zsel:l sli` --"--1 I` ,Wt of X401 L` E'1 it 1 >\ , FOR •Zf�l` `"'."-'. "'0 .s.te� 7.1,E tio7i� • �•�'� yw �ypi�i / Q l\ , ' : 1 MOYER THEATRES t `" r. ) •21 , 1 I I el, - "-1 N 2Is - t104. 6 - \ lfoR( lfe� Lw 2104. A�rlr6 / \ �^ f l i I I 1 z%O I I , LL,t w A + �1. �I �r `, It^11�� _ - Rif ' '♦ T.Iy- s} • • • W.M. ,.; t .� Z =., t-__-�- �- ` ZI,- I .ZI7� ��.�,� . S.E. 1 /4 SEC 36, T 1 S , 14. 1W., W M � ft-13 I _ :1s . POO Rrsli 1� •~-1__ WASHINGTON COUNTY OREGON LA_NOrSUR� opt 6 1111me _ ,t ere OREGON T l tt A4D 1CM11,111T j`!! _. ` Sys u sv► ! A rzr �}t -�' _ / 1► i, 4 Ft.. Rof 1 i __ w -� ( {tt71_ 44 T>:A � J 1te1�-_ .. i` 1 _ �✓ J •11 1 "�O 1ST NB1D/✓AL1 't/1I$2� -- --- .__ .. 27n _ ��A TK �--- -- ..a -_s m Sfi '1 a.0 �,,, J. - 1 E. F !• • ,• IL lL-.- •. t� •/I 2,z•►. ei�.Lu• fi.D�7cM __ ,•L - _ .LO 7- �. .tl'/t LTE 2ti - _4r z•.�Oltillr 1 w r1, - ' +^-- a t +� -+_��. - - -- - ---- } _ t - etrer. iss r:zt� !!_ f' �.�. a�. _� �_ ^/��' Inc.} . •�,,: -- 292 'O b O>t C 6 r-� s�c-t � �1i -�- - } c -..�r.-_ t!r� - P./ `s• a _ + ir�f ;"-!~ r' _ 11, Il,ji.R 011ANMNJ Y' Westlake onsult�..11 is 1nc• :.: 1! C P nr' '. `� �,7-kyr- - ';v-=• w -- r?c�- o 1. L.. , p� ,� �•, i`^. s.P.` , - r ^y,. - - al. rte. tilt Or 2T� �► 'TO I� Q •/ ,y .•I/ 2'!•~- T94' , ,t,�F' 1• 1.T q� r 12 q' '1' 61 +f� t!!`". 21,�� 7- X11;' iSv R�•i 't, ,41' -- - N,�1 ,�� _� �t,�� --1. ,1�' �0 M11-_-�' C�-iIN U N. �j,N^,' - - - - - 16�':K K'r 7145 S.W. Vorns Ad. I ., - -`-- • - - - -+,Cr - r -- -4-•-- ----+---- - '-r--- . '---- �!-- --^ - --t- r ti- •-----z+ __-�- - -- - - --- .- -- e' - ,S 1 e- eZ-•-- --►- - --t -- -� - , --*-,- r-- -^e.♦ - ` ,.*___ �' 1'�Li ��.� LLI r 1.�._. _ Iiy -- -T•r - �- �ANNINf_i 4i•" ^� +/...._. e, , Y• --- w A1' .✓' • - ' KKK"'i n- Yi n w - a �• / '� '1 y wK' �r� / CL-_� _1:.._ __ . ' 'I 1� v oto-or .r ,�Mti Ib titi titi ti ,� ti> 1, ti� �� v ti� ti� ,� ttl t , ti ti ti Tk ord, Oregon 47gQ3 rr b<< l wAre� "$VISIONS 1 r��/BEY N(-� �. t? ----- - FN aK� s sw~ n JOB ?2,T — - H 503-664 - . d Ave, Y,, ti -- i1 ;L t. u .•i'I c Thompson vaivoda 1L Associates assumes no respon- 11 Reprove existing planter. sibility for the accuracy of this survey. ' `1? Relocate existing power pole. Coordinate Remove existing fence. exact location with power compa.ly and architect. Remove existing treed root system. Existing movie screen removed by Owner. sig" 4. Remove existinq A.C. suit Contractor shall remove all supports anti ,r A t9 pp qs � foundation system. �5 Remavl wooden barricade. 14 Relocate existing sign as required by Owner. + r .w V Remove guard rail. Remove existing slah, walls, planters, columns �,� and foundations. V kemove r"oncrl' ,e retaining wall, steps, walks, .h 4 ;• slabs and fe,r.dations. 16 Remove existing wooden fence. Remove existing wooden. pilings and founds- ,17 Adjust top of existing manhole to match new tions. parking lot elevation. Remove existing poplars and root system. ] R ave existing metal shed are4 foundation. __.._• ' 1Q Remove all existing poles, speaker boxes, junction boxes and Conduit used for existing �Q� fir- F,1,ijr r!!s- e (�MGL.1�1Tr`•Ib drive-in theatre. � '�'1'r•1( A1"19 A'1''1p4G 4w pi1"16f •+' � `1 , GIIiZG�L.k�i�� GGA/lg2oa � _.,.,_____ ... •-^'----'---f ' 1 !111111/1111µ1111111111I1(1�IIIIIIIIIIII111(1111111{Ii1111111111111{lJill Jill 11t111{111`.11{1111111{Ill�lil{1111111{III`III{IIIIIIIIIilllcl{IIIIIIII111I111{II�01 iIIIII,III{IIIIIII{IIIIIiI{III • r I ( 2 3 4 5 a 7 8 0 1112 NOTE: 1 F THIS M ICROF 1 LMEt, .��,. DRAWIi, IS LESS CLEAR TF:AN THIS NOTICE, iT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ----- --- 0E 6? 92 Lz 92 S2 bz Ez zz IZ 02 61 BI LI 91 81 irI EI zl 11 01 6 R L 9 S b fE.- Z 1°wtr' nllnulnn{rn1bn11Hnhn1{nnlml{nnh1111n111111111111111IIlIiNIlU111111ILIN1u11{IIID,I�liltllhl{II!Illlglihlllllllillll1111{,MI�IIIII111►11n►IfInIIHI{III'�ladill{h;l{Iilllllll)illll'illllul�LLi1Si111�IWIlUI�ll�Lill1111111111IUliIl1111w1Ill11I1111{IUIiIWIflH MAY 31J990 -.--_..._....._ ...-..r.. ..-...... , , .._, .--.r_...._., y�� .- -- -., .__._ ..._ -..—.-- -.,�,r- -•--••.., ..dr. - __... --„�.,•.. . -._1111,-.._ - ,,,r- .._ ._ _ . .�...._.. - _. _._- .�yav,...,w=,+...+•••.+.---.__. .._.. _... ... -_....�._ .. �„�.._ ,*..,,..,. _..-.._........._. ,�. +.rr.mw. _ ..... -._.-......_..,. _ 1iMu. --__,.-....,+ - - .+r. -__-...-...-=-a-wi•`.r.-.-a.., .. - _. _ .. 0) O'�©1••— I' MIN (1- ,Y TtiQAiP tJM C, -- r" PO1Z1Lf+N ,UREGQN ri 1, i� I iI � y � l I;:� 'II � �� •T � �rl�"� � { ��- ,1 I 11 i� (� I , I I l COLI► ►��, ) DATE:2v>�j it f )ll I C REVISIONS• I l. I • /SIM I� _Ir•+ c —I&-) 11-97 - � 1 ira�•'• I {I� i� ��, ' 111, � I `' •�' , ^-'I I'P"' ',• p "�'- O . . \ 'I' •I ' I I I I I + l .III j I -r - _ - _ /_ --_ - - ---- -- - _ .__ _ J 4 � � �� I �IIIi 1�11-� � �; I I � � �� ,�, �II ( f _✓I IV' -� � I�' '��' • �"I� rAl r„' �, r .._ Air=.. All / JIr : I I ,I jj I� ..W.M_ t'= '�'.. wr4� .-.-w.•:I•- -,1 'I�:I :Ij 1, 1 r 1 _ __ _ - -� ' .. Y ,.. ," _t ��I�•.+T' �IMI+It�•I ., _-�{ I �, � trGt. 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QE 62 HZ LZ 9Z 52 tr2 E2 27. 12 O7. 61 BI LI 91 GI trI EI 21 11 01 6 8 L 9 9 b IF 2 1 ,r111unhnlllulluulnnlunlnnhHllnHhulI111111111III1111111I1NIlIU11111►(IIUIIIIIIIIII�J�IIIIIIIIIII�II!IIIIIIIIIIIIIIIIIIIIIIIIIIIUNIIIII�IU!IIINItIt111111IIlUI�,I�IIIlIII11Il[III1111�IUII111!>'UUI111111111111111ll1ll11llI1111I1I1lIlU1�IIIII�IIIIlUII1111I111111111IllUlllll MA, Y31 J990 I k TH9MP$Off 4 V t .A rE:�� REVISIONS: I I .Of►—.rrirrti all- fh ............ . .. .. ..... _ .u... III .. ... . JC IPIIIlIII,IIt�„ 1 . .-.. T't-101�1 - -- —_ awl-rr- I �...�r AN« ►,ter VAI VODA ��I..•y wr AS. !A ARCHIT V�/ �r '' �. �/-d•'� AIA �b uno xxlr►iw[sl Fib PORTLAND OREGON TFLtPHONE 500 2 i Al i _ W z - — - - $ —------7z y 4 rd�t yi �yYY4i6y4MMM �M'!,,,yMIMlY1t�+h� �I !!lMMw'Ir41MA�11M! — iQ 4! i 7i ..._..._. .-M•w•�,•+!+�?A1IIhhM 'M :r+i�+:;+.. %;a+�:�':: v ,,;;,4; ter, +►�►+,.!w!,!.+ew Z c.Cs _ ... _.__. 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H , -rHOM»Soy a W VA!V01 & ASSOCIATES ARC-HiTECC'TS JL AIA ' ��•' I` IUtit �Oli1MW/;1 EIFVENTFI PORTLANQ OREGON 972M Y' i TELEPHONE 1503122ti-0665 l .It V 1 : >s !' r I mat IP t r Yi,• - M1t I I - _ t F a� I a 1 16 i YYL --- r _ hI 0-7� I b �i...d."�-YID`. �" .. ,,,,.,,,,,,,..,,,,.,,w,r.,,w......_..�,in,1�U11 .h-•-+.n.on+-..ww+wnr,...,,...,.,�w+.w,»...Y..uw.:+F^:..r,...,.....,.........,....u+w....+..w....rn.,wrr ..... 1 �1fllll 111 II 111 Ill 1�1 111 III 111 III 111 III III II1 III 111 I l I I I I 1 1 1 1 1 1 1 I I I I 1 1 1 I I'I I I I I I I I I I I I I I I 111 III I I I I i I 1 1 1 1 1 ! ! ! 1 ! ! ! Ill - NOTE: IF THIS MICROFILMED 10 II 12 1 DRAWING IS LESS CLEAR PIAN --�� THIS NOTICE, IT IS DUE TO THE QUALITY OF 1HE ORIGINAL I ,- DRAWING, 0C 62 82 LZ 9Z SZ b2 EIZ ZZ 17 02 61 81 LI 91 SI bl f l 21 !I — 01 �A} .'-. -19 1 1 9 IS b EI Z 1„•« InIIUI11nIllun�un�nulnN�uul!n1IUNIIIIlII11111RI�II11I11iINy11tW'U;IiHN�NI1iIlI' if,�Iltl�llll�Il!lllllllllll�IIIIIIIIII1111I1114111dlll!II IIHIIIIII�IIII�IIIIIIIII�IIIlI1111111!!}ll�i111111111111111111�1lllilll�dlll�IWlllll�Illl�I11111111U111�UII�RIIII111�II11�IIH MAY 31 11990 . ------- - - -- �.....�...- ` - _......•...�.-....o..,,...._.__. __..-----... ib MOM .- .- .._.ate r ...,.. .-.._. „ _ .<w _. ._._.._.....__-'--___.• "W.�ia:�w �-- eTR�kXI�MIN. , �V►-IVMIw►�. �,(.� v� Twp.__>«ZG��NS"�U�-TION c.Mt� TO At-4N *I �N1 �.__.__ —_--- --' v �!'q-� l:•C�x PLYWaO1D — y o I°..V.� �NSUL�.T10N�Ri91 �.'�_4-Y I osN o DATE + SJ�PC►vc a�ol�sTic *1►.1. �u.. ^�` z3 ' ;c3t�-�' .. I �►ts'"1O° ' .� REVISIONS: •w . i \ � I _ I ' I I - 'Q -I-EATr-,fZ I r1•�EF�.T�.J2 3 I _ - `� — 14 - w J • r t 'f►ON t+ u G>rV'1 PTCI-OW uFW>C o /i M�1.STUD,: e c; ,:. - a ';•s"T'YI�G'xl L.YP.6D r' !1 � - — o bh1'T II`ISLJI ATIO�i`R-i i � I � I Aik I --- -- — - - fi THOMPSON ---- > - VAIVODIA & ASSOCIATES Irk— ; I I �. �a I ARCHITECTS y _-- I . '� ¢I�• �� :tea. AIA 7:4y+5 tlfka. � I I 1010 SMTHMST ELEVENTH J ,—__—_— FI L1.-T-02. — n I I r( �l I I TPEEPHONE jS0I1120 4 Q I TOY b t= } G 'S J 3-5 b•� __ _ IO-IO --------- - I I - uYP1; zir- fv )1lA.7 I I ci 10 — _ --- v k'm ter- _n-.ripe z l co'• I I%�I ------- - I I I ..� 1 �^Moc �;�" I••1MIDIwL-t;wl.+'� '�� L� � i � I -`7~ �-- - ;� _ n PEI Foolooloolooloill G-ry esn,T,v -gyp STAIR c�OIySTrz�JGTIOf`I C� .2x i2 6T121HC-rte ad' PLI(64 D. I 5"i I � (\ � % ♦I, o 111 �� ==x .. ..�-�'�••b'"�. I "_" :tea: •'�� ::.ie»` NOTE- IF THIS MICROFIIMED �- — 3 4 rJ s 7 B 9 IC I I 12 DRAWING, IS LESS CLEAR THAN THIS NOTICE, it IS DUE TO THE QUALITY )F THE ORIGINAI- DRAWING. OE 62 BZ L2 9Z c2 bZ E2 7.2 IZ OZ fit 81 LI 91 SI bl EI 21 II 01 �1111111IIINIIIII IIIIIIInNIHHIIIHIIIl1I11111111111111111111UII�111111yluUll1111�11111111111111�(I)Illlllllllll!IIIIIIIQI 11'llllllllllllllllflllllllll!Illllltttlllllllllllilll�llllllllllllllllil�lllllllll�ll l1111 lil�W��lllJlll�1111�WI�IIII�III�WtIIiIIIIII111111111UIIIH MAY `� 1 , 199G �. SOM T`f'P ICS GOhS�ttJ ar'1D N, �� I uy- I i S� I/i►.I� I o. I --- - --- - -- ` _ W i 1t;: �, r�� ^. ► ' � ��`L7 _ I F;EVI"!ONS: ,y,. , Xl o• Ba.1'1'Ir•lyt.�'fIOW(R-11) w, ti/STY-K i?1 PI'S It NAL-1�( rE ZIPC,F-- y : v i a Z. (1, C� � � X P.Op � I --- _ - -- . -� A c� - ��I.TCw. Loamy,.. - I►Z�GY2 O✓EF- F�'rEn+t� TU L)NDI!R' I 1413 i- -11-Vd \\ I� �1`1v �• /fir— \ T I. j ~ i -0• 1 I j nAl N TZ0 VAS Til. I 1;'�.Tl-�, ��.•�`rlON ` >c.�a-r �E� �Av�r ? r',a.�:�l, SE,�.TION �w�-r ��. ��Y -- - I I I ----__ __ bHEEr A17 w� 4H11.G"rh.l�� cJ2 Ar7f7'l. N�pR1"IATlOh1 ( �,r�cy,, NFr�w1A,Y Jr~ `Y I I 1 4 AW.ACj0 J 1 1l.'rI-L`. 13 1 I � pROJ!`.GTION N�E�• '►� `{ �_-_mor+ �� —�. r:. I s a 21 4#40K fPU(WP- In LAd 3 a '✓h' GYp�RGft C)VW 3 L�+LDtlrr 1 oPG� 1 4tE-- (,.^RF�Cf Q✓t-ft �K7•6 � �. n � --I'h1 RIUD II�lI.A?Ic71�I RJGIf7 1N< ,AMOH - \ ---- ----- - _� , P.so - `�/ PPvN�:J fib" 1`fR'X' — -� I �• l I ��.�_ r1 I LA,21�,,,f U/LR XP.bD.-- ----- ------ - f.�`rP �D.!.t-�C�, Lp,;•.2(�T CNEFt• 7`+T�,c I y, 3. I {{ �/��JIA, .- SE.GTION F1�OJIiGTON I �::f I .• I � AZL� 2,'bA65 At1IGYP. eu a �v AIG I 1PSON ASSOCIATES l -TT �,- AAIRA 7CHITECTS I T ---- — tI13!! C16/641 pNp S(l1TFlN'E%l FL(VENTH WMTLANQOREG(NN1 91M I i TELE/MONI !SQ311204W 4i Ai- 1 / I l I I I i l I I I `_ _ - - � ''`_--•--- I �ff1INtiR,i�Ic.T•I-T�' i I `------------------------� v AL OL r x•4'2•'-4" � i -- — - - o G,M,L) 1 I "Ifirf Mex I P. W I —I--- Itv I LT�1Ci+.Z'ER 4 P�EYONO � - - -- �_''•f�A'rl'-R � FiEYCJ�+D I I �Nowr+ U►.sl-+Ev) .G-T-rP �. SMa�•15.,0� r .� �4� I-rlo70a �• 1 ,,... +w.y.r.r..170-•e..M1......°-ur"°h!r�.!'T�IMCX+fRll.rn.w...,.,.......u.......�w.i.i'.1�.�I MM�fnl.... ,..Ylr„+r,.Wnrvamiro.n-y..........m. '.. +�+w+a+�'. '� _ , 1 r III111i1{I N IIIIIIy+IIII{1�1{IIIyt1►{II1111tIlIl{IIIIIII{11111I1{11i11III'•V III►{1111il1111111I1111i{IIIll IIyIf1y11111II{111y11t{111{IIIJill Jill{IIIIIII{111{►�f{111{1II{11111I�{III{II1{IIIII j NOTE: 11-'THIS M IC ROF I LMEp I 2 3 _4 ——_ 5 8 7 9// 9 10 I I 12 --s DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE T[ THE QUALITY OF THE ORIGINAI. DRAWING. OE 82 92 12 92 S2 02 E2 22 IZ 0? 61 91 LI 91 SI VI c z II 01 & 9I 1 1 ` b, S b 61 Zt It nllNninnlnnhulllnllnnluuluu1N1111111I11111111lIIIIIIIIIII►NIIIUIlIN1111NIINII;III�JILI11I1111111!IIIIIIIIIIIIIIIIIIJill 1111111NIUI11111►1tt111N11II111IN11I111111111IH11I1111IU1111111II11lIIIIlI11W ILLnwlwllllllljUllllW�lUllUlllilllllllllllUlIIIIIN11111111N11 MAY 31 1990 �� -�— ------- --'++�rrl�ir•---- --�_.__.�- ____ ___--•...._.�. _ ...�.__.,... _. � ....�„v,„_..-.,_.-..........�..--_._ _.._-_.....a..--,. _._..__ .�. - �at:,i..reu+�t-- _..�_ ....r......,�w. -- - - .�- ....... n.�+,-- � 1 , A DATE: _ ! REVISION6. ITT , - — y I 1 I M. 1 L 21-.y 11 L 5) L _ J IV_L I � � �� ' ' � ; i �• a1 � 1 �'II 05 OL ♦��r I - —_..------_--.__.-------- r-----... �— _. . _ Till F IfWil, rl �-t :.. .r� - -- ----- ----- —-- I ` '>•. !{ .•..:.<. 1XJTli I e THOMPSON XXX z, �..r•f }' I I ., �n•.4.vn4::: I ASS I s I - I - AK .F I ... .. 3:;..,:.x. �?ci;:`•}:'::�:.'.. 101() — I `� I }r}>, a: a:.:.;�•, h3'c';si' ;�#:•:a�'a}::.::% XRlT MWES?ELEVENTH ..+ I I <'};r,.}:':!:'•:.; iii? ;a>••:{•><:::,;,.•,..... PORTIANQ OREGON 97705 TELEPHONE:1503)1204M a}• :r.b. ...xsa •� `( 1 •1• 1 x•Y I 4r`1 f�Y •'i 4:f; •44�: I I I �•!..i•F r I r1 I' 2 :Gq I •:ii•. I �+ -+. i :til• 'r{}.j. $§;{,+`.•.}Y!'::'n ( � � {,�...r.:..a i}a.« ..r~ :. a FRP.t•�+�I��LI r,•5 4ECa v T� I V _.� .. I , ... ...�� ,'?;:S::p�n,y;: :v:h^' s'l�i::::;'I,�!?�:�'�Y�?�i:",i�y '+�•�}''r' y:; I .. 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UATFI: sr REVIhMS: 1.J��l.Y' a.ai1iiIlIIlI1l�- • � � ter. % ,44+CJis�.�.cf - - - - 711 Morro . , � , �_-� al�� .• '�� ONLY �• T , Tv',QE(o UP TO.?'CI L. wa_i as mrd► U I �Y �`�"�'i �-'-t-�I Ldb1.� ``-�.•Y'�1L p � wu_ er. cSur>:o vnT N -;l ' 11 12..M 1 A ' G.(Jt- -j"I ".IJ `-��►�-?,E Zu L �� `v` °G +v�ro-' Gy -a='''r�'�1.�'► ,- �✓ J4C.F...2. k_UF..�c`'ut•�1 '�'F�F,;;IJt-I��°'f' ' G4 I •;� w' � 'k•, .a. ` • , , I V�, W`1� V�'�,L.•• �.1 _J,� ALONa V.AhQ4`A�i1D T I ,�� /' , _ I i {•� 1 . 11 I/J 1;r) r� i`•lr:�i i-'T'' F::G.J ''Y�•t'7,.�'`-- .ir'L.�-I.r mill bWOC'!�: VA iG �, l r i T■�L►�- �,G . Iv N � f � � -i }t ,$ l II ,,;. �."•f.'� � I, :,r pill- t� �o ` sY ._ ��•-'11cR7IJDLL �PWJp•IY 4A. �uWu,FrwAr,ni a AI�C:H / • � /' ^-'1'� I L �. I r+r.�1 T Toe - - F'6P+ Tri& ►- - P -+�.r� .� •, _� x �• ,� - --- AIA I 1 I u 1 MA/1i TM�YBFQO,a / --------L�ht-lGYIOUCo TPGG- -- low `�:!ili vm *tl � � A'-,;'.•1�-r:�T�IJI�A MEt-•IZEw�I I loamTitac--_-_-- {` Til Elx K.IhIM IM�3) 7-f--e- rig-�.IN I UGGn W/!•firAM_ i � 1 ------ -f: %Yr Gp'...�Z,G:J:•.i�."i'� �+aT`�-4 �c'.r+l'1'TI�MGT i.. Ir F%Wr lt��LJWI!Al 411111 Fill •, .� � F >, � ,?�I�•-!�•° FIZp►T..E�C.t (�121�'�'P'•l,) � G-�r-1- t� j `. •� - �.�,��,,o,�. � �I '401110, It/ill r rIL G tiax acs _IlrfQD MopiaLl C4PK*%j TGC, MACAID TO 6,f"sTTL1�_- All '� �1T �cJf= ('I�yJ , 1� TM,e ; I TSE FILA T 1Nl`,G1,�I G u I►.1 v�T"G� I._ 'tel %r� � 1 `l ��, `�iri�l...i.-. P.,�-. S�l�it�''.�M '?"1�f-�:: ",� .�,'.M�-• r , . � • �./ 'f •�:; �CJMC- ..j-Q G:!>t'i�.i.x�"f'I,:.�(`'f ��AC� 1 ,,-, _--E�.w i"-� �A..r .1,1t'•�'J' ��.,,.-..-,..•-�._.� �y✓,✓J �"".� ..-,. �� r _�-''S�li`•s__r--_._--_-�--r'n.-.',�� 1. � � t • \•' J.... � �� __— _�__ __ ------ --- _ _- 41 cm Ahm-MA-- U/ V O In as o1i�T r sEL,v�c ,� Irt'' .,t j�] y ° • f 1 • ___--_12•AAp J.t+adA 1 4ti.. mom q1i j �n"yyvv.,� pI.J�AlTir`�il Mp7L y • � L '�1A•AI 1 � , •-� ` "1 t w, j - f ASL. 4'AA0l Ota C4M11PU.CTI e / nA,f.P^LL. On CM.I[7tlp�Pll�fj 4D11-. `�40l 05 PLAN INCS :F / �■rrr�■■w 1: 1, v �1 � / J .�■■1•MI.■Yi■v.■w7M■� i r M � � ,1■N(6J OF 10 'y .�`. , ._...•_u,■•M m.r*.aw..w.is,►.,Mo.•ir.' ..,,i ,wylwNrva+ifiYA9'.t' 1 ' - ... .«:•-..Yw° • _ ... - - �.-._. .r.. _ -. ._ .. ___.-..... R ,. 11►11 1 a III 111 111 1fl 11 III I I III I I III I I III I I III 1 111 . I III I I III 1 1 III 1 ,IIIA I I III D I III I I III 1 1I 10 I111II11111lJill I, 1 II IIi1 I1ll11111II111III 1 11111 I ., • II 111 I I I III III III III III ISI I � I III III Il III II I � I II NOTE: IF THIS MICROFILMED _ 1 2 ___ .� 4 J 6 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, OE 62 82 LZ 92 S2 102 EZ 22 12 02 61 91 LI 91 SI bl EI 21 II 01 6 9 L 9 5 b E 2 -7; 101111111111111 1111111111111 N111111111111nNInNLIIIIIIIIIIII IIII1W•rIu11■1 1 , MAY 31 � 1990 L Afr f` f PRO o I,, 3 DATE:25 jjw s7 fe�• \ z r 'pro REVISIONS: in 67 � +1, � • —190 �^ � ..� r�'h'3 ' Q1 K `N�I'" ' RIN I o.o / �IN Ig3.0 —y 1 I �/� �AR.fC L.,C- I-OT o - / 0NN � 1 tT Ila .Ic gTn. MH - � . 0► Q7 �. • 19 (NJ11 . N ,t .N N 1A,• ,o 0. WM Z05.0 ' I ' 1 I T jX(1 _ 1 M zOLO / a IN, _ czoo- • V � /yam►,� A q�u (C` I J,.,-T r 9E� A�-GI-II TcGTURr:L FDt2 ' e � eIr-+ •zo6.o PL�AZs�. ��POT ELC�/ATIc�NS 1 � - r' • '' -- — - �-- W M 2641.0 1 VAIVO[aA & � -- z'z s ASSOCIATES, ARCHITECI5 _ -- AIA ♦VG II') $ r �� I I s — , \ lolv'+N TH1M►\I ItIvill" Vt IN I I'rl)t IRH T1N 9'101 v+. • � --- - � " �-- GIM 21L,� _21 � \ � � rlltvlttlrl lsul !xl.+>•N � . 2/,9 `'4 - 1 .�•--�' '�� , \ L49� 220-j -- 1 z I It l 220 ------- - I �i 71,x..._----Y�22�J � -- - " � �2 24) _,r--✓`"'_ � l C3• • 222 ----4?J.-._ --�/ /. • - ` 2z 224 --_.._ . _`__ _ f � � . .� � 410 \ �. Exp sr�Nc• �i:r-�c.� rtv Fes. �r�+.�en z `A,Rlclvc��E kx'NIN4 c 2nd �►v e n U e I S • 1 I I I i - 214 2'52 230 226 2'S+ SITE GRADING PLANr7� r . � D SI WALK CURD, AT ARu41TWTUCAL• 4lv5vgAUL AC1 `12"'�Avlr,1NTL'ANCE /!� rpMPIGTEV 1 - CRUSN�IV zoLIL GUQB ,'T'�PE E-e-T / I,) SEE ARCj4iTI;CTURjIiL SITP -.&H FOR CURE `YPCS LOC,ATIONS. --__-�21tJ1 -- �USTIN(A GONYouK LINE �� P?rN''fFcTV1CA _ n II - I PI2e�oG-Izo1.LE.v 51.1�J.•BAtE / (` .` A Ib4S Rn IN PAWJUN - 210- - NEW coNTO R LINE FINI Csl 2, 2 SPN,aI.Z'IG GoNGIzL�Tt ON 2 E: c.1c "T`f I U � C 6N RAI�t) N AFtFAc, 6r4OWN UN5H4DED---SHADW 4eew;, -TO BE MIN. _ `..`r , , ��— — �. _ - ---— �I d.,,H• -. �`// 3" A�,PI-1ALTIG Cr�^l'Jz-ATE PA�/iN61 ON U" B�a1-,JE r.00 V-, •• Pw4DmRTY LINE 4a 1 1 � r 9.) i-IAXMUM 1#'1. SL�PlT IJP Ft2c+►1 -roP OF c-urs, IN L SCAPF_r� P.I. ExiS"Ilrvb� poWCc� t'nLE I ?� ARE i FoR $ 'IrN. G1ZOM FACE )CGUIZ1+y nr NE'AD-Ir"l ,✓ PARI?IIJ(,• STALLeJ �� XISZ'INC� TItLEI`_ � r i. 4•) 58E ARC�IIYr•C-rURAL 51T� PVN �oR. rIZAFI IC C+IA'rr AT I o 1 EfcIepr rtEE TO (aE FZE1�0�/�b 5.) RFJ"1t%,jt E;vL ,-TINW :-�F'�AI�.l;i2 �1TA.h l� •IeJ?. r�e�s1E6r6 D ON PLAN l" I mom Itr/E Ex19TINt* 9UILpINCa CMIAb-ITIOH PLAN, -1.) otwc ve EX I STING (2510.124. ;;WL- E R:X- ,-eweC` 110-10L.1't'IOH PLAI+I. _,� -rlr-SPI coR �'xC.A�arn hrl PL.A- a.'f' SJGCT� ►.b I �'' V I ' `'Y "r+ , ' c Ica _ �.�. r r 9.) Vo-icyvS I-,.J000F)-4 PENCr DEMOL MON PLAN. lo.) RF,1'bve GR -s-rikeo -raft:,. r2¢x77ZY6T" E128 ZI-�C-AWN--r► ) �ly + 'yt s, ry 1 1 pl•.!`'IpLJ710h1 PIAN. Allow, A __ a ` IL AL .- 1 __.. -Y 111 11/ III II'1111111 111 1111111 1111111 1(11111 I(IIt(1 11111(1 IjlIl11 I(111(I(I(III( 1(11111 1111111 1111111 1(1111! I, 1111 IIIIILI VIII Ali ::; ,i:: 'aMsr , _' r I l fa I I I I I I I I I I I I I I I 111'1111111111IfL11111111111,1I111111111,1111I � '� 1 NOTE: IF THIS MICROFILMED 6--- - I 2 3 4 5 6 _ 7 9 9 i10 _ __I i 12 I , DRAWING S LESS CLEAR THAN — ----� THIS NOT CE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ---- -- --- - ---------- — OE 62 92 [2 92 S2 02 EZ 22 12 02 61 91 Li 91 $t b. E I <•1 I I 01 6 Y -IL-. '. 19 S b E 2 1��■�� tool INNIIHIIIII III NIDnIRHIIII11NulunIH11IIH111111I1INIIIIII!4Ul1utI11►►(►INI111111111610111111 ll!1III1111111IIII;IIIIIIIIItIIIHllllljlllllllHll►1111111IIIlII111111111IIIIlII111IUIIIlUlI1171I1111�1ll11WttW111111111t1Illlllllll�IIIlII111J1111Iil1lIllUII111III11I11llllll l j, MAY ' ! -"...j 31 , 1990 ..,yam,,,.— �y�.. .,. .-._r..,,••�.�•.•��r•..__ .,—......,�.....♦n.^+.w.,w�,w•........ _._..___,__. - 7A•M.•��. .� _ `r M 11111111110 1ITGIGk H/1 M N 6. o �1 _3 , UTILITY ✓4aLT MINIMUM WIDTH Imo,McGGA�� -- \ � - ►a�``�-- �\ �' I 1 I�:tJ, 1 - - NOM. DIA- . 18' 184 �P an"r- (17 _�9 1 �t II aTF ✓�LiE PAYING jMTE° Z'C.Y. QIP YeP ` p12cT&LZ IOH \ I -_ ?p Tr- rlol� _`� _ o na V c> o�j REVISIONS: I ergo SEr-r �,.; I - y t` Q G o 7. 9.�7 ►fl N _. _ ��' h�' 4t'� E .. i v_ �.. G�?LT4fG G+91.1B1.E %:_E�� BASE ROCK __._..._._-_ G oC �� o � o ,►� ui'VIIE 7177, ' 1 rEta� 40y -INCE "AM. rj✓G7 �� -- - Z r✓� (, � u3 ¢ M Iq .O� - -- -- - I � ,y I I; �-� h(1 T F_ 21, ly . lay. Ibo.e� s 'lki 1q�= 6� sT4 PwMP;2 STA►�GP'c� 1 -III I-1 I r 1 144•Eo 4Cu016T N �* INv 146.00S I- 4� III W ul It 1 B.ACKFiLL- I-III Q �\• I I- MAX. WIDTH IN PIPE_ :ONE___ I I I- \�JT V \� 0 •1.5 x NOM. DIA. IS rtr�I7.�.IJT --III a _I-III III_ I I I-1 _ / \ 111/. I�T.O • - --- ,,,ttt - III ^^ - t�N-tz- -- _ • / T4' `�ao(�r3 r1 � 11 rA1 L OF WATEe SEQVI�G � �s.� �, � I I L� ` J- N c9• . 'h SPRING LINE UJ A'. _ .a I 1! �j N �N4", 0*44 IaoQ7 PIPE BEDDINGt-= �� 1 " 1111.cove (•'IIFJ• SLO TYPIC '.L TRENCH EXCAVATION dt BACKFILL - N 1 Flo I N I Z I i � s'�M i0 LO Q \ _ ----- ° �3yJ � • � aJ •. ... 3 6.3L' �. N I 115 I,pr � WASHINGTON COUNTY 5T-;I:,:,ARD d s •••rP"�K MAI^1 tt1 ------ -_ _ -- I �G 1{ZIM 704.0 G� til It.•. IN 7.t0 •a � Vsl - t"LIM 201.G' ' � 1 - - - - (.5 elm ZO'..O 1, r_Y.GGrGf2<►P L, S � � Allow 8 MINIMUM FRAME WT. IF;i LB. as f -14 s �� / -- II, 1 \INv. I17• L aJ / 2 AH0LE5 AT 5AN 5E0*RR) O O I I MIN. COVER ur', . 120 Lkk if 1'J. 201.0 -"A 1� 1 �0 O l NI w ( \ \ N07CH FOR LIFTING NOOK 1 6-¢°y PVG 3l0' GELt✓ FvR P(erl: 5ECoNUP-WY SER•�ICZ WNUL) TOR:-SEE / na - - ° TYPICAL MANHOLE DESIGN _ _ _ __ EI->LGT. F'u"J DS t2 �GSF \ FOR SEWER LARGER L� - - _5 --_. -- - S- �,_ I M TBLF,PaoNE Y' - -'T-- t � 5T.5. THAN RISER �esrp.L.- I I - - -- � SEE. eLecT. I 1 � Zi" OoM" TIG WATEL I FIRE SEcwI�F •- � . � I � _�-_�_- _... ��__/ I ' F I 1 �1 I 1• '� �' COYER ANO FRA`1E TO BE 3 I �S 2'-3' M-�CNIrJEL> TO A TRUE I I � _I I Manhole Cas gn for ------�_l• f! Z001 \ standard CSP Manhole BEARING ALL ROU D . ' Trunk lines � 2'=m 3/4' LP 0,11 0 �W� - r 9 r i ►� I - I `\N .+nlv 40A.-a \f. - 1/2' STIFFENER PLATE' ASS A_IATI� I ` {t11-.►gip v bANK ARCHITEC T� AIA TELEFHr�f`iE 1� eIM 211.0 �eb 6� RIM 2,2.5^ 114✓ 209.E sr`' c� INV. 210.50 - p r.1C�-O •.�,A.. GO hClLC-T(;;. LJ '�C NrNi ��r 11 1 b ,r SEE EL EST- I � 8fpsy1SF0¢ I E a. Ps.J ��SF-5 ELJGGT. I, - �- 1' Corrugated Steel s.w« 411%1 W01 I"I 0 068 T�IIP111141 ail ;;ii 1r•!/ C. - - -- -- ---�• WATrJ��- --- �. - :- R.,M'LI4./c �h, I 2'-sD 1/2' - 2'-3•%, fj +SANITARY/ STORM Sr_WER MANHOLE FRAME & COVER con ' \ STORM EWER MANI-NOL \ .� - - -_- - fl4DrEC•rrV£ P:STS OWN RE.XJRFD "1 � l� F TEE PLUGGED CROSS WYE PLUG OR CAP ELA V F/RF HYDRANT `.", ,.�,,\ ',l d i i '� •� \ -- I �1- 3 +PVC P�"E 3ro QEF rnQ �1TE VIEW � �� ., o - d I � rI I I T'ELEnNor�E SErtv,� GABLE -:GEE L -��.�. °'�,,, rt,p .. ' �• I � \ ?'-ri" MIN/MUM 1•• - �,; ¢"� PVC: F'IPC 4$ UCl`H Fol PGL . 1f` 9 cp d'-0" MAXIMUM 1� • BEND PLUGGED CROSS TEE PFtir�rora f CnGI-E_ -SF.E. F_L_E'r- !4 PRorE,-r/v£ PosrS-4'•17PIP4' X 5' LO�r FILL:O dCONG9£rE- PAo✓Ecr 1' NOTES: =r GROUND ANO s£r /N cavchErE 1. Concrete thrust bleckinq to be poured against undisturbed earth. 2. Keep concrete clear of joint and accessories. N 1 a•� S� t �• • .• �•••••,�• \ 3, The required thrust bearing areas for special connections are sho.vn encircled •�i� 0 III- on the plans: e.q. 15 indicates 15 square fe,:t bearing area required. I ;� J .• "�'�•'�� ' 1I_ 4. If rot shown in plans required bearinq areas at fitting shall be as indicated rELLow__ I - below, as just .f necessary, tc confarn to the test ressure s and allowable .. i SII Y, P ( ) scat �o / - _ - - - - soil bearing stresses) stated in the rDecial specifications. ®��.• •NEW SEra�/IGE PALE C. _-- I - - S W72nd Avenue 5. Bearing areas and special blocking details, shown on plans take precedence over '• �'-6" MINIMUM bearing areas and blocking details shown on this standard detiil. GROUNO L I'VE I BEARING AREA OF THRUST BLOCKS IN SQUARE FEET I�� ,�•�„ ER III sod°° - FiN/sN GRACE FITTING TEE, WYE PLUG 90' i•LND TEE PI.LIGGED 45' 2�J/z 11- ' ° I °' ► SIZE OR CAP PLUGGED ON RUN BEND BE`I0 ELNII ddi °► � �' CROSS Al A2 •`� '�1 1-,� �I 2. 3.0 4. 3.0 1.6 1.0 -� - --- - ---- ------ ---- _. SITE _ __ �.. _. _ - UTILITIES I -' � 6 1 3 I��i� II = '0 8 .8 5 3 1 6 5 , 2 9 i 5 T O xa,' I�Il r ` ` 10 5.9 8.4 11.3 8.4 4.6 2.4 1 .2 i" eL o c r IVI�I I I VALVE\BC1+ I 12 8.5 ^12.0 11.0 12.0 6.6 3.4 1.7 II _ l 14 11.5 16.3 _'3.0 16.3 8.9 4.6 2.3 yab I G( TG i �,,'. II�- �I IIT - -=__- - --'In fi _ _- I 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 li U I ° ChUL1c IrJG LJ 6 IGI GENERAL NOTES: ►, +� I - - --� - �I ' �, e � -- �- a: 20 23.5 33.3 41.0 33.3 18.1 9.4 4.1 24 June, 19H I '�_ u MAIN r ° - - Tv C/�Ul kIrJV fIuE3 -- -- w - - - _ o, \► ail II. 24 34.G 48.0 68.0 48.0 26,2 111. 1 6.d II' Adopted from A.P.W.A. Std. No. 62 1- All work shall com 1 vith applicable codes and with all of III P Y P P 1 Cu YDS MINY AOCK I _ AI d the requierments of each serving utility. based on test pressure of 150 s.i. and an allowable soil �■�� e - BLOCK' NOTE: Above bearing area's p p. @, 2- Secure permit from [ i ..y of Tigard for coI struction of sanity y - e areas for P60, yid PJ_ � • � � "' (MAT SE EL/MINArEO ?y bearing street of 2,000 pound per square foot. TO compute bearing a e s o N Iztz.K and storm sewers. USE OF rIF ROOS •' different test /`. OFLMV Golly., • B VARIABLE ' p1eSSUreS and soil bearing stresses, Use the following t�L"TUr1 W v „ 3- Secure permit from Metzger Water District for construction of - --•- --- -_-- equation: Bearing Area - (Test Pressure/150) x (2000/Soil Bearing Stress) x � _ � ✓ d �--ppE1J TEE water system. I (Table Value) I�I�IDE oL'1 '- xr ,y • �_I'// 1�/.,�1SN 4- CB, construct catch basin according to STANDARD CATCH BASIN 4 J de t a l 1 . 0) NrCW4Nrs r0 NAVE rwo 2 �- AND CNC 4 %2 NSI DISCHARGE ° 5- SS, construct sanitary sewer . (2) M4V*0UM W418 PIPE WE suPPtr1Nr, NraeANr Is ro BF. 6' N t ��Il'IJN 6- 5TS, construct storm sewer- . (i) COeav AS NorFO cw L)RAWNG APOVE I� 0r4 C ' -- •�-� 7-- P, primary power serviee linE•, see electrical . eAAR�L-RASSAOU.MN R,l1B MEAVM rELVW OR EOUIVALENr S IFANDARD THRUST BLOCKING DETAILS 6 BCNNEr- •• - ,. • 8- 5, secondary power service line, see e1P_tr1Ca1 . (I) HYORANr mou*r/NG rd BE OF IMPACr BRf.IA=AWAr rrPE � ,I b � �• ,� 9- T, telephone service line. - I 10- FH, construct fire hyFlrant pI-r deteil . STA/�,'D�RD F/R�' HYDRANT X p - -�/ 11- DS, construct downspo�.rt with clean-out and plug. - - I 12- Ad, construct area dllain, submit details for review. 13- See electrical drawings for lighting and lighting service. 14- See specifications f'or additional site work requiremenfS. _ Q ICY- 15- RIR-RAP shall be positioned so as to protect the soil slopes 1, from erosion. STANDARD CATCH BASIN 16 k' vU14 K. ,I e�+e• _ .:.i-:.��:,ana•.u�.,,.+,...,n.,•...,. ._ _. ,�?;iY,;..,wa:,W tIIrlWillAul��l�l', ►:;�' :.:_. 1 . '11111 ► I II1 I I 111 1 1 II 7 1 III 11 111 11 III III III I ( III 1 1 111 I I 111 I I 111 I I III I I III I I III I I III I I III 11 III I fill I III 1 III 1 i 111 11 .'1 1 t 11111 T I I - T I 111 III III�_ III III III I I III III I � I III III III III III 1 � 1 III III II III III IIIIII NOTE: IF THIS MICRI)FILME.D �- i.-.�- 2 3 .� 4___ 5 6 7 � 9 I'Q 11 12 DRAWING IS LEES CLEAR THAN --� THIS NOTICE. IT IS DUE TO TILE QUALITY OF THE ORIGINAI DRAWING. - _-- --- -. --- ---- -- ----- - -- M OE 62 92 le 97, S2 02 E2 22 12 OZ 61 131 v 91 It bl Cl 91 II 01 6 9 -I[ I9 S b 1E 2 12.01" ,nIINNhuIlnulnuluuhlllllluluR1111IhH11111LrI11I111aIn111811W.11Al1�I1111111IIIII�JjUI11!IIIIIIIII!1IIIIIIIIIIINIIIIIIIIIIIIIt111I1111III1!IIIIIItNIIIIIlI11UI111�IIIlIIIIIIIIIII111�IDII'IUIIW�IUIIUI)1u111111�UIlIlUllllllllllllilllull!IUIIIIIIIIIIIIIIL11II1�1 ` MAY 1 3 , 1990 SITE ELECTRICAL WORK NOTES ELECTRICAL LEGEND L—" N A. WQRI, I NCLUDED: HOME RUN TO PANEL WITH 'NDICATEC BRANCH CIRCUITS y� . , AND VIRES IN CODE SIZE CONDUIT. 1A( I . UNDERGROUND CONDUITS W/PtIL.LWIRES FOR TELEPHONE, PRIMARY AND �GbZ587 ' SECONDARY SERVICES TO BUILFJING WALL LINE. CONDUIT IN WALLS, ABOVE CEILINGS IN FIWISHED AREAS 4 —�� OR EXPOSED IN UNFINISHED AREAS WITH INDICATED NO. 2. CONCRETE_ PAD 6 GROUND GRID DETAILS (PER PGE CO. REQUIR.-',ENTS) FOR 12 WIRES (LONG - NOT, SHORT - NEUTRAL, G ■ GROUND) — PGE 'TRANSFORMER. -- --_ RIGID CONDUIT (STEEL OR PVC AS SPECIFIED) IN FLOOR DATE:UJuNr. Bl • - -- - f 3. UNDERGROUI D CONDUITS 041.Y AND C(INCRETC BASES W/ANCHOR BOLTS NUTS s SLAB OR BELOW GRADE WITH INDICATED NO. 12 WIRES. REVISIONS: • WASHERS FOR PARKING LOT LIGHTS (TYPE AA) AND ENTRY DRIVE LIGHTS � I IIIII � l i- 1 - I1I ! III 1 [J TF1 T111 (TYPE BB) . O DOWNLIGHT FIXTURE - TYPE AS NOTED. 1 ! 4. UND^RGROUND CONDUITS ONLY FOR ENTRY/FACADE LIGHTS (TYPE [�(>l . 0 UPLIGHT FIXTURE - TYPE AS NOTED. I I _ B. WORK; NOT INCLUDED: I A& WALL SCONCE LIGHT FIXTURE -- TYPE AS NOTED. 1 I I I ( l r ( I I I, i WALL BRACKET LIGHT FIXTURE - TYPE AS NOTED. i . ELECTRICAL WORK ON OR INSIDE BUILDING. 2. PARKING LOT s ENTRY DRIVE POLES AND LUMINAIRES (TYPE AA s BB) . Leo TORPEDO SWIVEL TYPE LIGHTING FIXTURE. 3. BRANCH CIRCUIT WIRING FOR NARKING LOT LIGHTS. E:o� FLUORESCENT LIGHT' FIXTURE - TYPE AS NOTED. STU®OUT :!/,"x-20" LP . 17-11.scr 2*8 I IOGND, I"PV(: �0, LPX 13 I$, 2x8 IOIOGNp, 1"PVC. ,O. �:�,Y'y FLUORESCENT STRIP LIGHT FIXTURE TYPE AS NOTED. DEE? FOR FUTURE -� (C.O, IN SITE WORK (C.O. IN SITU WORK I I I A L i , ............... �' CARPET EDGE AISLE LIGHT - TYPE AS NOTED. t 1 I r h ��.i5, C TLJ NEON LIGHT TRNNFORMER POWER CONNECTION. VERIFY _!J AA 1 �• QUANTITY AND LOCATIONS WITH NEON CONTRACTOR. 1 ® EXIT LIGHT FIXTURE - TYPE AS NOTED. / 428 1w 10GND I" PVC. 40 1011 DEEP, y i 0 f'J FGRESS/NIGHT LIGN7 OH EMERGENCY POWER - A.' NOTED. -_.�. �ti SITEwORk) _ L.xl`�TI►J(a �ilpnl $ SERJI;�E To BE --��i 9 k''-F r=U�BISH�D UNDIr(L SGPA/GA�E LoGA�TC^ TYPE f36 LIGHTS AT EA4a7 Ep4E C01J7'fZAGT- �X�t2GrAl0TE y//aW►JEI�, Y [)•�O PARKING LOT L"MINAIRE AND POLE - TYPE AS NOTED. 1_-__. i OP A.(- PAVEn wAL_K WAY. (TYP. of 2,) r Ba >pa 66 - - _ - _ SINGLE POLE WALL SWITCH. S SINGLE POLE. WALL SWITCH WITH PILOT LIGHT. LPX 5-7, 9 - 1 1, -1 -4 . / / r--- -! �' - p t --- 6.108 4 1110 4RoU►J:; _0 -- -F'X 2-4.208 CS+ 1'IIOCaND, —`� ` Sq THREE-WAY / FOUR-WAY WALL SWITCHES. — --- _- I 1 /4 IVC AO, 20 DEEP. � . PVC 40. ((,0NDUIT ONLY IN SITEWORK) / \ IT-, -„,.,. I D p (!,O- IN SITE WORK) � i S DIMMER SWITCH (06 • 600 WATT, DIO - !00011, Dia - 1306Y) pb MANUFACTURER AND CATALOG NO. AS NOTED. L/ / \ BUILDIN(, WORK-NOT 0 - 30 MINUTE KEY OPERATED MANUAL WOUNV TIMER SWITCH. 1N 51TE WORK -- ST MARKTIME `.wsob. MOUNT AT -36” F'XTUF,F_ TYPE AA CJ SAFETY DISCaNNEC- SWITCH - TYPE G SIZES AS NOTED. / / (TYPE B3 SI0ILAV_ w/1 LPX \ I ONL-Y ONE WMI►lA IZEI1 o f- .---1 �... ROUND TAPERED CONGRC-TE ----� � DUPLEX RECEPTACLE - 1S AMP 1?O JOLT, WORK -� 1 t ~J \\ POLE WITH WHITE TERRAL10 \\ I I A441tt.(aIATE �I N ISN. SllEwpRK -8- 4 PVC 'au," DEEP Fos1 — I ,cam DUPLEX RECEPTACLE WITH WEATHER PRu0F COVER. BELL PGE 5ECOwDARY 5GkNICt` LI J I LPX h-8 J I I WP / r • NO. RCV 1-DR. MOUNT AT +1a" ✓ __-_ ---- - _-_ v COMDUCTI�s I �wC�ICIOLN�" -- TF..LE (►a �E av I..E by L-- 12"DlI:G ' r DUPLEX RECEPTACLE WITH ISOLATED GROUND FOR it 1 (S 0. 1P-4 IG ELECTRONIC CASH REGISTER. W1066RLL IG-5242. _T-� '__ j ) _ + ` 1 DUPLEX RkiCEPTACLE - 20 AMP 120 VOLT. PROVIDE GkoJT - (,L UNpLLR R SINGLE RECEPTACLE - 20 AMP 120 VOLT. HUBBELL 5361. I ROVIDE 4-' X $io"X4 'GALVANI2@C 1 -PGE W H.M. 110 t,'l)Il_DIN(a `NORK) ( ¢ -- \ EACH POLE 15ASTc PLATE.- ". HAND HOLE ANCHOR BOI,IS AND TEMPLATE FOR MOUNT -12" ABOVE SCREEN STAGE. LPX 5-7 j-II. 4a8 E, It,IO �,wu �\ PROVIDE 5ASE PLATE EACH POLE. 1' -- I" PJC 40. (c.o. IN SITE WORK) \ ANCHOR IbOLT COVER. 10 SPECIAL POWER OUTLET - TYPE AND RATING A3 HOTEL. Do 0 04 TELEPHONE OUTLET. INTERCOM OUTLET. Ddb I I I � fo " PIA AL VERTICAL $O SPEAKER OUTLcT, SPEAKER PROVIDED BY OWNER. 3a mR►S1S TOP( -TOM © © JUNCTION OOX - SIZE A9 REQUIRED. I 51 NGL 4 PHASE MOTOR. �. THREE PHASE MCiTOR. — t •; - I �" kIGtD CONDUIT El1l,S)UP ® MOTOR STARTER. 1 ~ 0,64 F_ PAD MvUEJTED KFMiC (®'r8xs�C/e,C 1") IERII:v _TION W/ARGHITELT LPX 9-I I. =�8 GIeIOGND S MOTOR DISCONNECT/CONTROL 'DITCH - TYPE AS NOTED. PvC SCH,4L) M I II'PVC 40. 'C-O. IN SITE-WORK) I - +4z_ 7-1P<ADEEPMIN. Q PHOTOCONTROL - SPECIFICATION AS NOT_D. `TELE PHONE /E[>E'+TAt,. (TY P. 2) � Ty PICAL r, II 1 f %SOoo PSI C1;vGRBTF FINISH TIMECLOCK - CHARACTERISTICS AS NOTED. - _ _ - DIQEGTIoNS. M . r NOT IN SIT( WOR(.. ® RELAY/CON''ACTOR CHARACTERISTICS AS NOTED. ' I LIGHT POLE uE IA!! PALtEI. SCHEDULES I� I (ALL PANELS SH ALL e,t 12:0/ZOSV 30 4w ) I' W „� * NO SCALE FA:,i ZOA.IP ' pI,iER BREAKERS SPS is pAEE) I LPX I -S• 2 b I 10 5�1G, I BKRS 1 1'' PVC 40. 20 DEEP / �C•0. IN 6ITGWORK; LPA •4z I 42 1� � LPI 4Z �►�R �) AA L P Z 90 L P 3 30 t_P4 r 30 II \ t � 1 Lpc 30 I AA IovO 9(a DE P Folz t IIX I I I G-4 rEwE SEAV:CE LA.B_E } (8)-204 ?_P r l 0) 4" P'•.G 48' DEEP coo FGE PRIMAR,( CABLE I I I � I � --Gd N G E w1 GAe.E S£a'`�k:L C.trFJ(?l/1 T•5 - C WSON- I N 6q P I TC 44 11 .J I N�Y� SEILY ICE Po LE Ei`( Pta1E. C.D. --- 5 w 7 ? N� A''r -� SITE PLAN - ELECTRICAL NORTH �_ 1/ 5C'.A L E 1"= 40'-o" 1 �. -- .�.•.a='S _SES -�P'1._nL FkEDER KEY HVAC,"4 I HVALe5 r/A. A r.�A.:"tD HVAC" P____ I HVA LE. `1 1 .100A 3-250MCM A(- --- \ NVACALA� LAVAL"2 HVAC�3 55KN SStw srwn 43K1w � � ZJ A(- 200A a 25oMCM AL 3"G L L_ IS""' S5KW --'-SKw r{ 55kw 15C)A 3-3/e)A, 2.0 150A. 4. 3,0AL 2`i2"G. 1� s LP4 LP5 ! L LP e, � IrIOA 401 AL . 2°C LPA— -�_P2 I-P3 oKw 2oKw 3:46a (coA 3e(o 1' .; SOKw r�KW 20KW 20 KA I �zc,1�A b15 I - UTUAE AU, TOQIIJAE — - _ Y(lDOR Yaaw. 3�1, IGW IOOA 1 SC t 50A t SCN GOA c"�A 20(ti+ ( � 2� � � I^ C � CT 1 S 1 120 < xA I I 'J \ U � p O \ U \ _...1 PGEf- 30 )IM dP \3P \ 1r �c ac �� ac y = 3P 2ooA 100A )ZoOA 1100A 2ooA IIOCYaP at► ap }�o 1' 2DOA ?OOA \2OOA In1w+ / O / ^ ,- )- i �+I[E Q ISPKt 'SPACE CCAC.' ) /3P ,J3P /4P �3P )3P / SPACE / SW10E /I SPACE )% I Q � V / / I � ��.i PK;E I 12oUA t 7.0c.`9 v 3�A 4 W — —.._ I -- --•- —......1�1—.__..— ----- 8"4 1(XX?A IiZn/208v Sib 4W W/1'Gr co — — -- -- —_ 3KW +FUTURE CONN W('TT]1CS —. .� .— —- -- -- -- —-- --- -- --- --— ._.-_ — — �. — — .—— - -- -- —— --- MAIN SERy10E SWITCHBOARQ — — -- SEE SITE PLAA1 - -- 4 /5oMGM AL ! 103 r.0 c--. �D IN EAC,t oc- SITE (31I1LWtka s �� Ruw jmDERc o BAI8LEY-MGNEES 8 Af TaCIATE I_NC. A►ORK Woe(Mc I y ckown DOKI*CT►e" 120/208 V 3 PI 4 V1t` RISER DIAGRAM ELECTRICAL. 19235C�Street _� - PomenA,OR 97214 • Nn SCALE '1 O T IN 5--f- vu O R.K - ter,rnhone (503)231-7825 .�,.......-. _ .id11 1JC"•'Ainr. .+,-.•.y�f�' .,P.,�.. .o..r.-,..rwr..ry,..w+..MN,w�jp�..wrwM._..e..n� -^+,,.+m.�r. ,ww...ws.wn...._w„w.................. .. •eIlRi/'._......_ .............-... -..._......_,.w. _............,, .._ _ ply.,,,.,,..,;-.�,.;....w,r.pl�•w- - ♦.w*�l1NeMr► .. ....;.1tAiM,.�►-. ......,,,.. y` .il�lu�... - _...,.........._..l. •'Io--. �.I�t�YO'""rw.nv .. ,is.:. .. .. i I , - 11111111111 N 111111111'I'(11111IIIII11111111111I1111111IIItIII1ltlllfl►I111IIII�IIIIIIII111I111I111I111I11111)11111I1111111I111111,I111I11111III1111111IIIIIIIIIfI11111I1111'11III;IIItI111111I ��y'Ir" �j' t t NOTE; IF THIS MICROFliVeD I 2 '�' 4 �J s 7 e � 'In '1 12 � DRAWING; IS LESS CLEAR 1HAN --`� TRIS NOTICE, IT IS DUE TO a THE QUALITY OF THE ORIGINAL. DRAW'NG, -- --- oE 62 92 L2 9? SZ 02 C2 ZZ 12 oz 61 91 LI 91 ca I v el �?I 11 OI 6 I0 ---1. -cl- I9. sf tr E z I31•l" InIllminnlwllunlunhmlNHlnulnnln1111111111111111sI1N111tUIlUlIIt111111(INIlIII11lIII11IIIIlIII!IIIIIIIIIIIIIIIIIIUIIiIIlI11fNItiWllltnll ItttIIIIIIIIlIII11lIIIIIIIIIIIIIIlIl111IID1IIWWIlJ111I1111W11LIll11111111111111111111!III11li111Ull1II111I1111III11IIlUI1111 MAY 31 , 1990 r-. PR COLUMN OOTING yr_r—1,-,'('—fIor�-J- t8482 SCHEDULE 82SCHULE ,iiz, ) -Mt C/061OREGN J QJ _a A I t' �' ' -h h 4N 3 GL.� C Z `I_� �y GJ y��CO' moi/ II I II I !I 11 — -- - - -- - � N ��,� JQ I �- � � -' 14• -�l-OI �- - I2� 12-O _ —�_ -- - - � t ci) �`% v(`' �/4� ' iU' '-rJ',r.,' 'y -20,!-A / - s a I e44 Pp --- — — -- 2 1 - -- - - - -- — — -- - - — — �� d4' I�.�I.4;'�`I-4 s,,-��3'�i'� Ki'' „!Ns�yll� � I - -• - _ _ _l�•+�__- --- L � �I- I _� I a -,�- I � i �� rte- ►� � �- I I i CJsj ��7 f .r , I-4 5� � ICp .- 4 !�-Ir. I•,U►Y 1 , I P � � I �" � I I y Y ,� �- /� I I J 12-40 ��1!JF I I � I I �I -� I I � � _� ' fool IJ C2� �. u I ,H,ff! II I �! I it - /� 1 1-17 r I ,>4- 2 0-� Y 8� A 114 +�'} 17✓" n. �„�! /. l'IZ•i' FR�� ( �1 J TS U'' �}• sc If a '1(-�,,r� I-p'I I •J ! Ir r ! I u I ,�L I I I I! n 1 I II I 1 co ?�}' o r!�• 14 CS - I - ---•- h� � Iv �.� �cs- � ��t11�� ul� WALL SCHEDULE 1 I HNI � I� �, rrrt.• �JL� ce. I Co" ^ f': '� bi G- 1i1• s.c� c.r, -- riA► i 4"✓<., �w �rNY�fL?� ^ .�,0�.1- '�-I- I T 8 IiO�/°'• 1'rm.. �1(L1?L L I�oIlOG 1 F I I Z _ - I ,IF a GJr✓r75 L 140 vv. 77, WP-f �/.F!I G�• 'ro N 51 cam- ��- �;� � ,.6. I/� �. 2 i� I I II 2 �I 2Co' I I - z-11"%' j I �i/q-p GO11G. �/ IJ�, I,.1/fEG ` 12j1✓v. � 4G� '1' , 21/� � I � � I I If I II ` I �� I I�I51�•..lg �` , _ , , „ , SII � I ,T if -� I I t -2 Cr-o I �, L - I j I 1 I � ► _t I 4 -�Cv,� /L�f'o-�i• I�?( Ci I-OI' �•�iG-�i tom*'.• ?�✓/sem I ✓ n. rJ!I GM[> �J��.: .. Il�''oc.. �-. F�GE �• �.� f�'rl.. 23/s,.�. I I ---- - - - -—�' _ I I - —- - --- - -- � -- -+— - - I � r - - - - - - - � I L r, � , 311 GMII III I I ,- ' - �� ? _ - r 2 - ? II O v• Uh I U�kJ1' gaol. — I I 1 0 I —— _ - 4 _�9 I — ;- 'O `- —� — - — - I 'i 'I I __ -r -+-— I I III _ �� \� 4 -' I - ' `� I I -- THOMFSON �II GMJ W/„'S C: 'u�, G1�• %PCir:. .� .2?/J,� 0 I Iv 0 - - -J I -f' -._._ C' I �- --+- _ 7 ----� T— -i. �- — —— — I 1 = VA I VODA & �r 1-$4 L. oti. pc t. ti art 5�t,� --- _.a ASSOCIA I kS LIAIA AI`cf-If-rEc-rs TL'J -_ at,+.- tjl/ i � t'�UI '.� ::ti-�. �r1o�l c. I rl•=�� '' ( _4 r 1 - ---- -- - - --- - �lG� PLL• I I ;� �C`21� � I 11 12� I 5!-�t�' SZ -r� J O N 97205 r J ✓3 I �., 1010 SOUTHWEST ELcVEN1N r Jr- T 1 I TELEPHONE:EO150J020.0448 --t ► - - I � � � 71� II = - ,r �: �'-� - � 210 � �` N 2 �� i-- ,_ _4 - • ` T-4g I - - 42L.. 1 4 zI, i _r -�# r,a ' _ - _I -I - '' v I I i !_ r -z_- _ L I -M - ® 20 -' _4 N ►-- -r y r- __ o" -O I `-T �- - - a I Q u I I 5 rt S ' r- _—- - -- —� L_ 1 I 1 : � I I 1I — 40 tj N. IN O I I ' �--- I I -� � 1 j 121_ III I'2-I - - - - ._ ._ _- _ IV y G �— I ---- I • �; I I I I I 1 I I �I � — I r � � -' � ► I �1 = IBJ/�-x� � '" ► � �� l/2-�"^ �',' 0 - _-=-_-_ 0 _. - -. l•-I 2-�� IoM � ; Q I I I - � �IG-`01JIdNs I I I_ 11 II I l c 1s. f� , a I�p lfi�, I.) ��.. �F•hf �. s-� F�I�- c��N�►1. Nom. � , I I I �,� �.� �►�, sT✓� urns, �JAI.1.4 '('O � -r-f� a I I �j � t r• -t r -r I <xsHtiolvl.G pP�QVPi l�•IJ,o. 41.1 •�.J, I _�j 1 ! I ( I �' I --�r N Jal. LL �� ►1 - - - - r 3 II s II - I �#) I!J1�1 �P.-�� Lc�� v 1 ;1= r�N, o�z _J _ - --_LP'!�•Z� I I 4 - - sl-I�ri — I II ! u - — 1 �� r) I�• -v i2-o 121 n I I - -� I I 71 x �� _ V I_ __ _— — — — — __ _ — — --- -- - -- ------ - — — — - -- — - — —� �- � Ir A ti - 'f►•� L 1-4G 1 II r. t I I --- i I II i I-D n I II I II I II t 1 I ( I 11 ! I II 1 ! �II © II I� II -a . I I _ -- -- -�•------ '�� I�-3 010 I- - + --- 1-70 --- - - FOUNDATION PLAN _ � - ' � Is l!"vll- �,rJ �vR cot`t' .I✓l�10•I � �� _4 —_- ►- � Co - � S - 1Tafz�r�,e.I r�� U� �;� Hb "lf L •lam �/ J I. - '" - - - ----- I-pp' I II kll� �� Fo"'I 11r 1111!11 111111 111111 111 111 111 1l1 111 III 111 III III III Ill III Ili ill 111 111 111 111 !'i Ill IIiLfIi.!L1..'.I'.-I i..l.11l. lll..l!r rlrllll rI,I�,IL,IIrI111 1111111 ilrlrll 11,1111 l r NOTE: IF THIS M ICROF I LME D �- I 2 3 4a — 5 s 8 9 l 0 I I 12 y DRAWING IS LESS CLEAR THAN - - -- --- - 1' THIS NOTICE, IT IS DUE TO THE QUALITY OF ME ORIGINAL DRAWING. OE 52 92 LZ 92 S2 02 E2 22 12 02 61 91 LI 91 SI b1 E 21 11 01 S M L 9 S b E 2 1 ,minul nlunlnlolnnhmllullulllUUl11111111111t1111111111111111!hull!HI(Tull!mhm llil Ill fill MAY 31 , 1990 - �- �V'% C.l.Fi1/f=-,•J �'S Gtr!-�C�, �1•-�F.1. •,. `. .�i �N`�• - ^ i-*5 PA4a--r-V*' v!15EE,e»�-t - �.Ar l '- �JkIi. 1. lik EI LIZ _ cv'' MTI.. �uc� �' ^ITt., �1(v[7� I1K1.. fru v�^sic ��i. c r t_• �� e ��c��0 PROFfs G fit WA OF vtrrO-i�o 1 2w�f: Do G � •' -HL / ov � a 848244" 0 Pe, 0 � G� IC= !p.Go. LOI IG Iro 160, A#, J `s' P \ I,>.c.. Gj�'irj Ira P�Icirli�� ' 2�J<,• �/� �t.��I� Q . v n G �JLhtFiV �W yTT 0Rt00N 1,16 v �/I t44 . a . ,• o �� `/•••fir.. /�y^fjri. v o 7 ,, o. ° /�, .� - . vN� Fri ,7I-•Pad — -----+- !.O � ? �` � � � �17V• vOfi`s 4 i I ' \ I y — Lee, {�ti;- gLI� Pelt--Ir �� _ � -I LI 46114F 'k----t I.f,�4n � ' _ II�FoPi"I,e-r•i I .• a �� 'R'I GiL�`�i N , °►L1 \d `�� '''� o Q #4 curl c: Top l y Q- I DI'r. C � H�.t� a � '� '#�'tom) !I c. 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'? �''�' Gt7f f� •� w • ,n .� � � �a•- t7• a � .� d .� At U(Z PSD tJ e ti<�F.f: L7fL I�s2 t f /�. a ` r • 10/yL k= OR f I�` '�h Y� J �I •' r v O o •..�'_ r-!.*�� eH I VOT L., • i - . I�J Gel.v Go r-r''�o�• _log NTs, Go+ ►�• a ;�� (:, I�ooi�- �-!.I �� 17cr�� v+�,1'c�• � G r11J �P4ar• I� f=ir-� c ,� -r I I I prJ 12 l�. ti�>�'1 I s, `` —�r 11-U II' ! ! _ �i Z ?1 it 11.0! tfi I-d! I =I •ol l - I�ZII s-I;O' I I� + II � F, . lvl.. PfG, CGlJG. Pr I MP�ad►J Q-( '� r� L�./�" II II I I • II d ! I • 1' , , -, � I2 b /1 -y2 �6,r l�j - - l,.J/+LI. .,.r �3'�M v�i►U. �N r- x�lti �Z'I� 181 'J±;l/x�►-I ,v.pl �2f I 11f`" L)el I-k�lx C 8' c�ACx� AF:ctJN *moi- µ�l� �+►r4�+-IaR� � I� v�,Rtl�_ Gob. L: 5.n ) II s; �1 GO�fG, r` r%!I • P a u IIS-�?.r� ,1 3 �x/�G.ZI_E _ —�� "rp �iL.L T ^ pss .,df F� �" / ,' � I.r:�a -� / � 4;v'I GL�, I,,,,�/ 7�.Fz•+t. ! `—� ►+� I I�, g1�E - _ Gel.. I / v HAI �I,� ouT fir✓ y,, hF� �.o+;� I �,� ,�� a�.T. I a,�. r•r-,w. THOMPS0N - , a —/ I j ��,I.Ir Imo° i o-ew-1 , Ir{w "Awl V/�IU�ILIi� (�( i _ 4 � i �G �� ,� � ASSOCIAI-L=S AI"CIIIICCIS 4P+,+o w .� �, / u1, bre d. I�.�r��c.`r-I Ie,, , - AIA Pao P7 ��-� �P�LV i� �1 IGS u ��V to �II �� 1010 SOUTHWEST ELEVENTH �\ d • i� .7•' It y W o — _ • 1 PORTLAND OREGON 97205' L } < _1 � � LOI`L'�` 11.�,a?i� �j(� kt^ IELEPHONEt 150])220.0660 p /lFi�'i Y/9`w� M�� U .�L_. _ - �>s- �frJ► of Imo}/� 61 F= I- r 7- —TE A tI j� G• Pte' r'10L.-( �. r1!rv�l 1 c W I vT�► +'/� C !SGT vs IJ� S•>%G(I o N c� Ca• o FrJEI- I -c� +'�I.o�-� Tei' DP Ca, • h'k�LTI pl.e �t•�P'.�' 2ot'S To LIQ GZ'irtl�5• � vi i.l. ?$+r 1��-�{f,rIG► rJ� � G � � !,o�I � coNr.l�lor� t.�• ��F,I.�T-(I? �L� „�4I N1 i �'Ivl 1 Gel., I�� '+I �' F GC%i. ' I s 'r( l- C�• 17 T� I tel, � �L G;.aJ I>�I 06- Ile, `1'-( t•P-I.��r.L GoKN�, c;01� E�UrI Iq M, , I�' ,,1P�1. liol I c,, �.1�►I..l� �2 }� II=I .p' ' <e4I 14 4 d _ � li-IPU. GX. � ' - 2- �t'� E•� �.ts l�F� I�.I/�U. �L.!D /I Co -�? F�L.I. I-k• _ ---- _-- � ' =S' o r I'LL I h r7� F o L:,-I' • �.} ., '>•`(N c r�l- / �c • �&%IWWI • %y.cd.. � _ ._ . *s}-',•�2F oma• e�';'�Nv �� r ��,• ��'- h�^GI!�K�' � �+�Cn. ��.+•#OR/L��'1'�'� • _ _ 2�, - - ►..1P_+. r+f�t7 �w_ I�lil+fZ. 1' t vt 1 oN, !,. �J e ILIIO, I3�4 GI.Il• I -ro \ �•' ' - 24� O.G. �rJ�L i1.1IGk.NC�n� -(-��u�i. �-{P - - =� �,°�•.l�-lp''( TvG��(, �� 1�� '• r,;� �. .. • • 140 golI Gam' prrl�l.. ✓,I �,o. r _ - - -- !,f I,Ii 2-�� G(fl!•, ��' _ _ _ -- -- ,�� h hr/G ✓I �. 'LI/f� �.�'Jc._ IN/ /"�G�, r— �� `L ��Ir f"T 1 !A•t2 �, G��-.v'I0h1 f✓ 'moi dr"1'Z �1 -�Hl. l. P'I-�F.L �L-E�/ 10!-1 '4 �I ' ! 12 %y!._I Wil- Iv►J 1x112 p II I u /may I�IP�.�!J�-r I L. ✓ J I 2 �- 111'I'-o' � C�• > �II_I!�i1 I I�II�II III--11-G�u Gam. III�I�II 1z, r Gdl ..� � — — '(v v -- - .IG'• SLPI?% t /tLI � Ahl�ITGO, � FW'1rs►• � �� ' tom. �I� � � ��Nti l.�'I��.,r.,�(•� ��ty I.) ��'�z Fi°��Tv � �IUN wwErl • �°y I�L -_ .--- I u��..I1. / �:-I:�t.+L P� ¢e.:.�'v -- __ F,<;.�J�I-) '�'�'�`'Fr• ( F1 gE�x a.w c� 11�s1 A � /�� \!1 -fit' // / / °�.�"�- aF � �• I 2.)�vM(�,�,r.T -LL. � - fa , &II I.�AiLs I i I.d,!L � K II/SII h>M I d6 �v �i �/' .:X��i'1.G I I FI 61 /,•�. � �A, - - Z • / J'r• 1.11,J'�'N -r �!I �f� IJclr �• .. 's.`z�'h a_I� I �; � I '�X�k- ?'v �. X41- 1�1'! GL�.rJ s�.}�I 1!�• C�>�X� ,� Pik P/Er7 I{�' rl 1J, OpN fsl, _ .� • f'(JL'I f LI. �l�r T/�- - a 6 ° . 14 .� - 4 ��.E f8►J a I ►I= GltsptJ )�r�k- Ir I IiL V !.�K�17 �� V(J EEE T�p 0t;11-4 '` �_ � . l yll �I`+ OeTi• as t-j ->T+e L-I M Irrap ISR �.�rLsV ., o n II I I o " �.+� �) V,.,e �rzl� o Im a Vv � -� L -off - �9 8 ? ? •�1 a II I . •� i.l/�- II X l�1 f�oLlty I IEta• :P _' 1✓+�!�= Ir�-( GurJ I !I o 2 5 Ep• � \ � ,� e a +GJ vv�,rz Fc•, - • RN( �RrvN 1 _ — s 1• II � 1 � II I � �• 1 4'01' ✓�R� -'4 `i' P' -Q coMTU7 , .I t II Q l a — I Li I1•v S-2X110 �I-�' �• •L �M% ..,, , „_ �°-t-- iiL ��✓�IJ; I �-• �1j1 j�'- I •l� �� I�,.. UJ! a,_ ;�� r��l ��G� /' ��=�a• r'�.. Jfl., �v JN��%�=��)� �QAIr-a _ �I� � � C� 17I•i�l tJ r ' • ,,w 1111',I,''I�III111'1't'1 n�IlEll'111111111111111111111111t1111I111111tI1IIIIIItoll 1111111111111111111111111111111111'111111111�1111111111111111tJill III1111111It111111111111111111111111111111 ,• - , NOTE: IF THIS MICROFIL.MEO �.-... - 2 _ ��.r4 J 8 7 8 9 10 11 1Q , DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DILE TO THE QUALITY OF THE ORIGINAL DRAWING. 0E 62 92 12 92 1 b2 EZ 22 12 OZ 61 91 LI 9! 51 bl EI 21 11 01 6 I9.-.' -LI- I9 5� b E 2 1"•+*� ��uINNIunlunlnulnnlnulnnlnnllrulnulNNIgNINuhuIIIwINI11NNI1NIINuI1bI�llullllu.'h1�1In)IlNuluu111NIIlnl1!tlll►!!lUl!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHII111111111111111UUlIIUlWlllulllllllllllJll)d11u11Wluulln)luu1ul11ul!INnlu►IluUhm ,1 1 MAY 31 , 1990 a o GENERAL NOTES �aLiJ-l.Pi J� x GENERAL 3 w �+ 1 . These notes set minimum standards for construction. The drawings govern over the General Notes to extent shown. /1� y2 . /�� IKI�. I r �,-,tom, � 2. Contractor shill verify all dimensions and conditions on drawings ' 1 / 12-,e3!�'ri+ r•a, c: '�2i1o.u, o L 'Z� �t,�, and in field. Coordinate locations openings through floors, - rt,� s me ' A roofs and wallwith architectural , mechanical and electrical `"o- 3. plans. Notify design agency of any discrepancies. 3. Contractor shall provide all necessary temporary support prior to completion of vertical and lateral load systems. - - - - -- - _-- - __ 4. Where reference is made to ASTM. AISC, ACI or other standards theIlo�l�✓ho` / 1 latest issue shall apply. 1 `i 5. Inspection and/or job supervision is not provided by this designf-' r agency unless specifically arranged for by separate contract. *, 6. All work shall be in strict compliance with the Uniform Building 1� Q � Code as amender, by the State of Oregon and all other otate and a ko .w'I ly �� I II 2f I I I II Z,< ,G,. i 2>< W v 61�h d e . Ka WSJ. f - I.•4//t �' local codes and building requirements that apply. T��• I� r I K.'�-� e T�li�.(i• I �,(�I-r -d (I jn (/to. I f,•f�tiT C, �u,f, 7. Design Criteria. „l•I. �� J11 a. Floor. . . . . . . . . . . . . . . . . . . . . . .50 FLF LL 125 PSF a Star . - �Q�, w +•i,>(�� / b. Basic Roof Load (snow) . . . . . .25 PSF + Drifting � ,J, -7O C. Wind. . . . . . . . . . . . . . . . . . . . . . . . .U.B.C. 60 mph Exposure B d. Seismic. . . . . . . . . . . . . . . . . . . . . .U.B.C. Zone II B. Mechanical equipment, mechanical and sprinkler piping larger than 2" diameter or other items producing a hanger load over 50# shall �, � , ) 1 • be hung by a system approved by the design agency. Any hanger IiIJ producing a load over 200# shall have additional framing installud P tj �/ib t7 transfer these loads to the main structural beams or walls unless otherwise approved. FOUNDATIONS 1 . Design soil pressure 2000 psf LL plus D.L. 2. All footings to bear on firm undisturted soil or approved , , �, J 1 //1� ,2 ��i �► r f 1r J � fool, I J /1 -it;p lrivl-I � r.- 1 > ��•/ � �- ,,.ly(• � t:r�NG, ?1�r��L. L�.- I ,,.r Ig !J � J l� _L - ^r 1 � .__... compacted fill minimum 18" below final grade. Notify design ��'�•��--- IIr I� agency before proceeding if any unusual conditions are encounte-ed T1 r_1 I11�I1�11 i .II•�r�y in the footing excavations. 3. Do not excavate rinser than a 2:1 slope below footings. 4. Clean all footing excavations of loose material by hand. 5. Excavations may be under continuous footing for pipes. Backfill to be approved by Engineer. `, 2 f L 6. See drawings and specs for special footing preparation. � // � I CONCRETE ( I ` �n� �'NI. 'T� !�i�. rl d J Gt��G, VGI.� i 'I G! �� -•�iri . . Strength: Average concrete strength as determined by job cast lab I - - "Z c,ired cylinder to be 3000 psi at 28 days plus increase depending upon the plants standard deviation as specified in ACI 318-77. f _ 'II II Average concrete strength to be 4000 psi at concrete wall panels. 1 -_ _ - IILp 2. M nimurn Mix Requirements: a, Cement content per yard: 5 sacks except slabs on grade to be 5-1/2 sacks. J • b. Slump: 2 to 4 inches. Deviation from design slump over +1/2" LA L-L • �l _ ,�_ I- �� r�` I to 1" . _ _ C. Air Entrainment: Per ACI at all exterior slabs. :7�.✓'1�1-1 07r, I - 1 d. Admix: Water reducing admixt (Hozzolith or equal ) for all slabs on grade at tilt walls 2� �IGti. _ -4 3. Place and cure all cane Pte I �x ft*40. I I I 17T per ACI Codes and r,tandards, 4. Provide •-ontrol joints in all interior slabs on grade at 25'-0" �� i 'se a.c. each way maximum unlie55 otherwise shown on plans. Provide -- - r�"�,„�w,l heavy (3/4" ) tooled ' pints at 5'eri r w and premolded expansion I 'rU hI^_l.. L$INI. 6(,Nd) . S I / I Joints at 30'-O" o o in all exterior walks and slabs. .� f✓�`�� I " j h �I II� 1211 I I�Z� ,,,VW �� 5. Sleeves, pipes or conduits of aluminum shall not be embedded in / I L � eoYi4- FM,- structural concrete unless effectively coated. , �JOL,ID /jy I„Ip 155i '75 �> GI�JJIv� I'I _ 'y�� ' I "�i ,1 d' REINFORCING '� GP. .Ldv-I � • - �r�l� L ~ IJr t�L� / C'L. �I.. 1 . All reinforcing steel to be ASTM A615 Grade 60, except ties, �j � I 4- stirrups, and dowels to masonry to be Grade 40. ,(, r,l �ZII �7 2. Fabricate and install reinforcing steel according to the "Manual I„II7• �(JV of Standard Practice for Detailing Reinforced Concrete Structures" Ar Standard 315. I .. �� I I fir' '• . 3. Provide 2'•-0" x 2'-0" corner bars to match horizontal reinforcing p T/ r K (' tJ� TSI ' l�L)C, I° 4�r� I; Y:t,l�-• Go►J c,, �.wl.� i h+DK in wal '.s at all corners and intersections. 3 Qd II'�I rr 11� Iu1 / IIG ' 1 �J I lie-1 .0 4. Spiicet, ±n wall reinforcing shall be lapped 30 diameters and shall iI v be st,ggeced at least 4' at alternate bars. 5. Provide dowels from footings to match all vertical wall , pilaster and column reinforcing. Lap 30 diameters or 2'-O" min. 6. Lap all bars in intersecting footings 2'-0" or 30 diameters whichever is greater. WOOD FRAMING 1 . All lumber species and grades to be as follows: a. Joists beams and stringers. . . . . . . . . . . . .Douglas Fir #2 6" nom. and greater teams 6 stringers. .Douglas Fir- 01 b. Bucks, blocking, bridging 6 misc. . . . . . .Doug. Fir or Hem Fir 03 C. Z x 4 studs. . . . . . . . . . . . . . . . . . . . . . . . . . . .Doug. Fir "studs" or \ �( l "std" 6 better 1 HO VlIl).',)O �1 Id. 2 x 6 studs and larger. • . . . . . . . . . . . . ,Douglas Fir #2 VAIVC%_L�/``l. I& e. Sills, ledgers, plates, etc.. embedded Press. treated Doug. A5S0 C_.I�ILS in or in contact with concrete Fir #2 f. Posts. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Douglas Fir #1 ARCH-110-5- n2. Plywood sheathing It be stadard grade with exte-,or glue. Install AIA roof and floor sheathing with f;.ce grain perpendicular to supports and stagger end joints. Install 2 x 4 or thicker blocking. Block 101050UTJ1,%tSTEU6 [NIH roof sheathing where noted on drawings. PORTLAND,OREGON 97105 3. Framing anchors, joist hanger, past caps, etc. , to be "Simpson" or TELEPHONE:(503)130.0668 approved equal . 4. All bolt heads end nuts bearing cn wood to be provided i+ith a washer. 5. All nailing to be per Table 250 of the U.B.C. Nails called for on the drawings are to be common. 6. Cutting and notching of Joists not allowed. 1" diameter hole (ray be drilled in the centre- 1/3 of the member depth. All other hales to be approved. 7. Studs may be notched in the lower 1/5 of the height of stud for electric and plumbing pipes, but no part of notch is to be deeper than 25% of width of stud. Holes of diameters up to 1, 3 of width of stud may baa drilled in studs, but not in center 1/3 of their height. 1� WOOD TRUSSES 1 . All trusses shall be manufactured and designed b% Trus-Joist Corporation or a prior approved truss manufacturer to the 7 '1 2 following loud requirements: 1! O%4 'I -TO L422:9* i I J0 Roof Joie•,ts: Q�flakJ6 v.ei- II "'ff I 40 a. 25 psi' live load (snow) + Drifting b. 10 psf dead load top chard 11211p, IQp 1211 C. 5 psf decd load bottom chord - 10111( 2, l0 IO d. Mech. loads per plans 2YI0 e - 4 D-P e. Additioniil loads imposed by special conditions. See drawings. I (- ' \ I, 1�IIa� 2. All bridging , bearing hardwire, blocking, hangers, etr_. , that - % I L•pj�il ccnnect to the roof trusses shall be per Trus Joist Carporation I / _ -- _ _s- it standard detail's. G11..�/�r I _ _2 r1r� (i=pl/- 2.2Xa - -'- _ 2r�10 t�l�l,�, C.�1.3��K3✓Z 3. Truss erector shall exercise extreme care during erection of roof G%t7 -- _. _ 1,=0 trusses to p event the trusses from buckling laterally. Use ��' f� �.=f..� {,, = • Q spreader spreader bars for lifting trusses and provide lateral bracing as ��i N „ �7�i. • '�� 0 Y• _ 4. Shop drawinQt. shall oe submitted and stamped by i registered _ =41 � �/N��J. I�JP�IKwI�.-( � �) - engineer in the State of Oregon. 1 Q p 4 � _X= 5. Truss manufacturer to inspect all trusses after they have been Il .-LJ +�,"-��' J t �`I erected and roof sheathing, bridging, blocking, etc_. , has been -�V -r / V M installed. llanufacturer to submit certificate to engineer that the inspection was made and that trusses are in acceptable condition and meet w,th the manufacturer 's design and instal 'atiun require- I II _� __ mer. s. GJ / G L•'fJ/�`X /T. r X STRUCTURAL & MISCELLANEOUS STEEL 1 . Detailing, fabrication and erection shall conform to the Steel _ Construction Manual of AISC. '^ f 2. All steel to be A36 except as noted, J �� y - 3. A l l we: a to be m ide by Certified Welders to AWS Standards with II I IZIIJ.r., ��I IJi I E7OXX electrodes. p i J {LI O /I�_�_d°�' I I O I 0%I(O •/L IU _ nil �� y 4. Bolts to be A307. Provide standard late washers under all bolt i 11 N II - CJ I � I rl v ,` 7I1 heady, and nuts in contact with wood. �1 /L�� -. �2i/2 � ) I 410 Io I 5. All structural tubing to be ASTM A50O Grade B fy - 46 ksi . -- I `� - / , 11 II a' 6. Do riot oversize drilled or punched holes with burning torch. j 1- - E 1 lA irl i 7. All lightgaugP steel 16 ga. and heavier shall be formed from steel �� of ASTMA446 Grade D with fy = 50 ksi . SB ga. and lighter to be 1`>� ASTM A446 Grade A Nith fy = 33 ksi . Detail and fabricate r✓II '-2�0 II �� I, II N� �� lightgauge steel per AI61 standards;. .K AND HO OW BR 1 CK. d -- --- -- �/ -- !•i-��I}►-r---- - - �` I L 1 , Assumed f'm 1500 psi . ,2. All C.M.U. unfts to be Grade N-1 per ASTM C90 dry to intermediate ' - humidity condition per Table No. 1 . Mortar to be Type S and grout to have minimurn strength at 2L days of 2000 psi and made with 3/8" minus aggregate. \ ` 1E 4. Grout cells and bond beams that contain reinforcing or embedded f \ items. 5. All work shall conform .o Section 2402 thru Gection 2416 of the Uniform Building Code- 6. Reinforcing for B" LMU to be ASTM A615 Grade dvO, placed in cells as noted on plane. a. 'Vertical - See plans and schedule for all vertical reinforcing. b. Horizontal - LocatP first bond beam at 4c3" c.c. from ground floor, at top of wall and at each intermi.diate floor and roof 3 -i211 level unless noted otierwise on plans. See plans and schedule -- -- - - - - ---- --1-Tfor reinforcing size and spacing. C. Lintels - Less than 4'-0". . . . . . . .2 - #4 in bottom of B" ur-1 lintels / 4'-0" to d'-0". . . . . . . .2 - #4 in bottom of 16" lintels d. Corners b Intersections - 1 - 2'-0" x 2'-0" corner bar at each ) �1 �jl-}te,�b.'ri-i I� bond beam same size as hori=ontal reinforcing. `� J.� �'�Ic�( 6�/r'.a`,I� ONLS, L 6ol'J� AL1 7 Electric boxes, conduit and plumbing shall not be planed in any G cell or course that contains, reinforcing. MEZZ. FRM'G. PLAN II �r �� G 1011 vim• FIP�LIa. B. See drawings for additional reinforcing. S -3 q, Allmasonry construction requires special inspection and ions prism test per 5000 square feet of wall . ' II �- E'i71 ¢ rl/or L 2GI caal.P�R• ��•i15 : '� v v. ;' -�,.�'�t:•�'. ,, . . ��ii:+inijiiao,+(+rdryw+4ired"�@ _ ... ..rMiN1,�Y1„rti:�,L111�.,.. .. ,: . .,.�._.-.,,._...__._......_..�..,». p... .. .-. -. ,'�i'�"?`r, ..._-_-= �6:�'E--`..,�,.:.r.;�,�1��11.,.+._.,i,_„_ � I ., .. 7(rlltFll11�111111111111(iI111IrIIIIIIIIIIIIIIIIIIIIIlir111ilIIi11111111111111�111111111111111I1111111111111111111111111111111111111111rillyillyl1111r11111111)I�1111111111111111111r11111r1111 ��` J .+• NOTE: IF THIS MICROFILMED .- I 2 3 �_._ 4 -- _ 5 6 7 9 9 10 if 12 DFAWING IS LESS CLEAR THAN -� Tt11S NOTICE, 11 IS DUE TO TIT QUALITY OF THE ORIGINAL DRAWING. -- -- of 67, 92 L2 9? 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Pd.1. 1NI�Fmt> � � 8� ` I 2 12i1 ay. �IE1.>7. /-'T ��IPa�r2 � Q ru.Ny, c-1G'Ia �` i— F-1 2y+ r%.o'r *u—z oti, F n� U 'el "/4- 1 � rzu� �-t�Ef�• �l E►i� =�f v-I/Js� M�. � 1�1.! `' � I ` �"� �. „ I � I ��o�� I � 37 i'.tl .rz1,.1G�. v+Z �J.EY oNs, F 3 I Ll 14A " Nl�r =L N - - - _ --- 2.,Zx<o - �' GJ� 1� — -_ - , - Ava�y��G p 0 D 4" J�� -r,�R ?v s3 � _. 9 N s r 2. � _ . n � N i_ A" 5 p _ 7' x Q `� >- TJ rI p+Tr� mal vl-l:, 1 I`{ .I S� I N rt _ > -- h I �� N G v v - 81-011 b J� <�I•^f E=5�11L�Xi -7 ,kt 2- 7x12 2 2 f T -- ROOF FRAMING PLAN00 S-14 _ qq. c„aiy, T n�nwrww f ! _ , ( I III III 111 III II1 III III III III III 111 111 III III III III 111 III III 11111! ,111111'111111111111111111I1111111IIIII111I111 r,r' , r NOTE: FTHHIS MICROFILMED �_ I 2 3 4 5_ _ s _7 JJ9 S 10 1 1 12 DRAWING= IS LESS CLEAR THAN - — -- - ----'� THIS NOTICE, IT IS DUE TO THE QUALITY OF T}f ORIGINAL DRAWING. -- - _ OE 6Z t3Z /.Z 9Z Sl t,2 EZ Z"? 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OE 62 92 12 92 57 bZ EZ 27 IZ 02 61 BI LI yl GI bl EI 2.1 11 01 6 I9 l '9-.''�'' 9 t, E :;INullnllnnhnlllulhlnlNnlluIINNINNIN1111111IIIIIIIIIlIN1111luIlUlI111111111IIIII�I�IIIIIIIIlIl1!VIII(INIIIHIII1111IIIIII11tIIIIIlILI111u1It111IIIIlIII11IIIIlIUIIIIIIlII111I11I1��lIIII11IlllLWUII111Itll�111111Iw.uII�WlIN11�UliIWlllllll1111I1I11IIWI1111 , + _. MAY 31 1990 ”-.,..: _.... . . _.----•— .. . .._.. ..-.__..._... _._. _ _..y ...._. - ___.._,._. ...--' .+r,Os...- .—__- ....,,.,.7D._ � ..._ .. __ . _ . •,. ...... -_.._.. ... _ ....a..m.• •_ ....-.._ ._-_ .. . -- —-� ,,.— _.....c. ,f.+fiir - - _.....-:..u......._—... ARCHITECT'S Owner ❑ SUPPLEMENTAL INSTRUCTIONS Architect ❑ Consultant LJ Contractor ❑ Field ❑ AIA DOCUMENT G710 (instructions on reverse side) Other ❑ PR7,IECT: Tigard Cinemas ARCHITECT'S SUPPLEMENTAL ( 41 ) Forty-one (,--arae, a 'Bess) INSTRUCTION NO: OWNER: Eastgate Theater DATE OF ISSUANCE: 7 January 1988 TO: fleffman Construction Co . ARCHITECT: Thompson Vaivoda & Assoc . (Contractor) 1300 S .W . Sixth Avenue 1010 S .W . 11th Avr;nue Portland , OR 97204 Portland , OR 97205 CONTRACT FOR: ARCHITECI 'S PROJECT NO: The Work shall be carried out in accordance with the following supplemental instructions issued in accord- ance with the Contract Documents without cha-1ge in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to khe Work as consistent with the Contract Documents and return a copy to the Architect. Description: 1 . Modifications to Mechanical System including revised damper locations per, attached Sheet M-3 and M-5 last dated 7 January 1988 . 2 . Delete Gypsum board above finish ceiling of projection bo-.J,.-.h wall common to Lobby . See attached Thompson Vaivoda letter dat`d 7 January 1988 . Attachments: insert listing of documents that support description.) 1 . Revised Mechanical Drawing Sheet M-3 and M-5 last dated 7 January 1988 . 2 . Thompson Vaivoda letter dated 7 January 1988 . ACCEPTED: BY Th 1nQSQnyai voda & Associ a es BY Architect Contractor Date AIA DOCUMENT G710 ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS MARCH 1979 EDITION AIA' 1971; • T1-4E AMIR!C:AN INSI I TUTS OF ARCHITECTS, 1735 NEW YORK A%T., NAV., VASHINGTON, D.C. 20006 G710 — 1979 .ri,.r.•..n....,.........i......w.. .wa.v..,..MN 1Ir, „.•inn.._ ,q,,,. �./- ,,,,..._.. _. ��.1-t .�,. -w+�.... �• ''+ I + ISI ►IIi + F.ItiI + 1 + 1 + 1 � � >11�_Itl � iI � O � IIIItiLit + I � Illjl 1 �1�1r1 I-rl � l�i 1 � 1 �1 � 1 ISI rel III I � 1 Itl li + + t1 r� � ill til I 1 r, I t I + + + + + + + + � � � + + + t ^�~- ., _ _ NOTE : IF THIS M ICROF I LME D ._.. _ ,.. 2 3 45 6 i 7 8 9 0 I I i2 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE JFZYVINAL DRAWING. OE 62 B •- �_ — - 91 SI tI EI ZI II 01 6 8 1 9 _ I III- � �oII II1+1+11I1111 1111 ++i+i►'.I Ill+++ISI+litYlellill1fill Ill ll1il,lllllN��LIIIl.,ll �lll��l�ill�lllllll!�I1l,IIIIIi�i.1111IlUill.lliL�H�11i�ll.�.I1111ItttIIIIIIItIiiII111IIII 1IIIII I11 ' iillil. ia�! __ l�.u.�lIlIllIlililUill11111 A lr MAYIF, THONAPSON VAIVODA & ASSOCIATES MARCHITECTS AIA 7 January , 1988 Meeting Minutes Tigard Cinemas 5 January 1988 Attendecs Phil Jones Hoffman Construction Gene Birchill Fire Marshall Robert Ray A,zsistant Fire Marshall Tom Pl escher City of Tigard David Gellos Thompson Vaivoda & Associates Bob Burgess Cascade Acoustical Jay Picard Interstate Mechanical Item l : The Prc jecti on Booth Ceiling sha'I l be 5/8" type "X" gypsum board . Any Mechanical penetrations within the ceiling shall be dampered . Item 2 : The 5/8" 'T' gypsum board on the Projection Booth side of the lobby wall shall extend at least to the height of the Projection 3ootr Ceiling . Item 3 : Any ;mechanical penetrations through the full height 5/8" type "X" gypsum board Theater Walls shall be dampered . Item 4 : Any mechanical penetrations within the ceiling of the lobby , Rest- RoUiiis• and Storage Rooms shall be dampered . Any electrical fixtures larger than 4" x 4" shall be "tented" , and any electrical fixtures smaller than 4 ' x ".4 ' shall have UL Box . Item 5 : The 5/8" type "X " gypsum board on the Lobby Walls shell extend at least to the height of -the Lobby Ceiling . 1010 cOUTH vVEST ELEVEN'S-; i • PORTLAND, OREGON 97205 • TELEPHONE : (503) 220-0668 ROURT l.. THOMPSON E DWARD VAIVODA, JR. DAVID P. GELI.OS ' PA-1RICK L TILAND .. ,tipIwo _ , ~.. I � � � l �� l � I'SI � I � I � � � I � � � I ,� � � � � � I � � � I1 � 111I1 � � 1 � 11I1I � � � I� � 111111 � III� I11 � � 1I � �� I � IIII � III11 � � 111I � I � I � III1� 1 lIIIIIII111I � II � IIIItI � il � i � Il iii + rlr I � I � III �IIIII 111 � � � III III � NOTE : IF THIS M ICROF I l ME D ��.,.�,.��., _, __. 3 4 5 6 7 8 9 1�0 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO � THE QUALITY OF THE ORIGINAL DRAWING,, 0C 6Z AZ LZ 92 SZ V EZ ZZ IZ OZ � 11 01 6 8 l _- 9 S b E Z will±1_1.ij.1vIIIliLImlillubluIItill i.IIIL whigd .t lIII�i±IIIIII11111d, I �. IIII�IIII�lLul►u1�11Jl�lU] ; � �uluul��ul�wliii� r � . . -'!lNr"^aa,7RK '�'�ac•++,... �.,`,. — �- . _ :.tea_—_.__ +mar' I Meeting Minutes Tigard Cinemas 5 January 1988 Page Two Item 6 : The 2 ' x 4 ' Egg-Crate ceiling material may have a flame spread of 200 . The Fire Marshall has requested documentation of flame spread for this mate, ial . Action Items : 1 . Cascade Acoustical will provide documentation on flame spread of Egg- Crate material . 2 . Thompson Vaivoda to provide amended mechanical drawings with damper adjustments . Respectfu 1 mi tted avid Ge los Associates THOMPSON VAIVODA & ASSOCIATES DPG/PB VIM WOW- ... i^III � I � ► 11 1 II 111 ' 111 11'i III 111 Ili III III Ill l ( 1 I �1 I ( I I ( i Ill III III ISI Ijl I ( I III 111 111 Ili ISI Iil 111 111 Ill III III III III III 111 III II ! 111 ! 11 III { III III Iir I I III � � �_�"� `""� , NOTE : IF THIS MICROFILMED '� 36 4 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN -- � i Tli IS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. E 6Z 92, LZ 9Z SZ 11P EZ ZZ 12 OZ 61 91 L 1 91 S 1 l CI 21 11 01 -6 - 9 L 9 9 b E Z I f .••I I ! �w�sa a►II IIII�IIII�IIII�IItI�I111�1111�1111�1111��111�lllllllll�1111111 ��1111111�JhIL11111�1111�IIILI��L�III,��il!1��11��II!l�1111�11.111111`��fllll��!IIIII�tFtIIIIII�IIU�UII�lill�lh� '-•-- l�llllll�!l��It Ll�.lillLI�II11 a e MAY - j 0 WNW., .."ltp. .. pyr" ,. n , .•.na.r..-..��.��.._ .,,_...�.---..r--•—.�.•� .Lr�i.� NL'i.Ik- s- _• - i1M,,,t