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Plans - ...4 , . _m . 7 , ___ -, a 0 Z a...... _ r . CI > =0 o . CL cp 0 111 0 co CL CA A .4 0 0 { 111 1 : 1 Ai :II 1 I 11„El„ , k n: )111111 ' I ELF :( j 1 ] M (H1111' CODED ' )0', m ...r. • ., „ .. .. A .. .. .• .. . . , _ w ,_. - . 0AWAWAYA 2. . ---s'—''-- DEEM - )- )--- owes ,, • ' T SD - .— w w----- 0 , - • z 0 oz: I-4A IR STOIRAGE' SD cD c-ri 1 334 1 \ z z 1 4-0" ---i 111 33A miliimau N-2 66.4-0"4 c=2 'f- O I co iliWilarAlIF „. 9'-0" 1-2 1/2" gl ow 15 -3 1/2 r 7'-9 1/ cp . 1 11 . 111 % „ 1 't \..... - Ir ---- — =F----\ ' SD 0 (p I> III A 0 , Ap roved Plans _ ( re, 6 z 0 Z co By 00P 2r,-0`7 - c4D4--3 ( • ,,, I 1 710 z r 1 10A li P 2 I> , lq) ,,-•>\ rd 0 1' , 71 REVISION 130419)A.AY ROSE - Cl--)A112 5TOPAE OFFICE COPY 07 01 -08 [Page Too Large for OCR Processing] 1 I , . TORK - 2G0S PHCJrOCANTF;C ?L • . , rJ&-T- �/1�'� / � Cy ,1 Ie�V _ %OLJ F IT ON A P RUxr 2�E "- i ` '• �� • : • " • .. 'SYMBOL LIST - �� ( ~•'- ' • • • i "- ' ,,• SURFACE INCANDESCENT 1 UNS L - AF?O.rE TuE Rr]r•`F d F4UUG V , • 411TCHED,CIRCUIT.. _ - �� //�� / fir, - _ , 0 NORTH. Y .," r , V V �V 2 ", 0 S'SWITGH MTp. _ • RECESSED INCANDESCENT OR H.I.D - , 2 LABEL ALL • SWITCHES.' • _ - - �' ,gp{ACg1.JT TO 'LTG. -._ „ _ ` ' , _ C:OIJTAGTOR]' LABEL- _ DORIC d! WIDOL. •TIME SWITCH: _.1 II 10-1 WALL ,MOUNTED INCANDESCENT 3, TO LIGHTING CONTROLS'1N- MECHANICAL.ROOM, SEE DETAIL 1,• • COUTpooR,.UGFR'IN[ L '• ; • 'ON -c 3•�PM,• OFF 9. -too PM -i 4 • -*Di FLOODLIGHT /2 8�o 5W /':1 4✓� /r - 4 'LABEL PILOT 'L IGHT "0[CLi lED " „• 'TEST SWITCH: , ::�� • • I-TS - ® EXIT LIGHT • G) PILOT LIGHT . 5 FOR FOUNTINGHE1GHT FIXTURES;, SEE SHEETS A- 7 -8. i .�+ - _ _. .. - 1 FLUORESCENT FIXTURE • - - ' F- -0{ FLUORESCENT STRIP - ��,� ,•�'" �- -� E jCTrRi02• LhHTIt\lG CaNR� . • FLUORESCENT FIXTURE WALL MOUNTED �-?= 11 , '. 1. ; � ]JOT TO 'SCALE" „' 1 Li in LD c • EMERGENCY BATTERY LIGHT +A ' 1 �^�, -� n c (7) e % SINGLE POLE SWITCH \ '1 � ;' ,' P' ' ��7`.; +! `0 t i • s 3 -WAY SWITCH �r - �:,`. / + , 1 6 r` f t C $ 'KEY SWITCH I , •, 'tl {` I 3 • 3 -WAY KEY SWITCH I 'f---44'- _ , .`c." • DUPLEX RECEPTACLE L - 5 0 - • ' DUPLEX RECEPTACLE ABOVE COUNTER , 1 ' • • TI `3 [7� & ^ a �( c CD RANGE RECEPTACLE f ` r F . - - - g - -- - - -- - i ' O JUNCTION BOX ' - " -- PNL,I r . �1. 3_3L �3 -� f T TIME SWITCH ' - - I - - � U - i -- ! , . I r I 5,5 -- LT. 4'.>� -r: E2 A Pi--1,...r:: 'r "0L '?'J Zr r.;.. CR PHOTO CONTROL I I - - _ I, ,•� f l � ' ' y r - `- ( I I f P . , I c c Gv I ' ` k M , _ ' �tii I - 6 .1" , I '-� , : _ (_ ^ ! , D DISCONNECT SWITCH -� I, Y1-.... � --__; I r I " le ® MAGNETIC STARTER yLo �� t. ! - -- -- � I I /CY MOTOR CONNECT -�_ 1 i � I' ! �'J E3CI J aJY ° - 'I 1 ✓ TELEPHONE OUTLET _ H I / 1 - -- -! I I 1 ! n - �' 555 S•, f ALT. 1 1 �/ _ - n i p . _ .z ." - - � ` . _ -- - - ` •` �� !' - = ---1 ,- � I C I ✓ INTERCOM OUTLET �' i - __._ -_ --- - =1-Z+ _ n; C CLOCK r �] , _ s, 1 � � I .1 I 'G 1 R -f` W-----1- � - 1 1n - , I ' �j -z�z9 1 �._�� i _Ilcl C O FIRE ALARM CALL 51A710N I �� / " ..-1 ' ii 1 r _ � FIRE ALARM DELL, a -.'c:: _ _ I I _ _ • s, SI'c:4ti �r (.. -L.•% L7,-.A.1-7) - .A ' \ ' •,. K , I " ,- o ...a. , , \ 2� 0,-' �j ' . . 7 i 1.1 \ ZN , I I i O. ✓ . .. _ a te �( -1 , � III _ _ li - I- ; I I '� ' 1 ` ::-..:1-7 .; o �b ' `i I' , �NH ' 5cE , PWr< • PLM!. , IJ I I!! ' , • I 1 ! „ „,, ,,_ , , . -11J, , _ I, , . ay...„, `11 SPECULAR CLEAR ALZAK REFLECTOR, 0 - } L°! , .I cat _ aan i'r> - ! .m � L - \ - � _ _• � � TI s=F12 r te ' I + Mcr 1--1. �_ L 1 G , -.I� : ` • 2CI. rJVE `cxi 'Gi 1- 1- 1 -- I ' i -- • •i I' SEE FvJrG. ;� sca -LE• I mo • °I - o " � �g�, ® + CV =1, 4 TEZh,111JATc GIPV•LL T� 1. 1 "-^} ,�(.: L: 1 = 9 -_ � L-? I ' - ?LAIJ I �7 ' \ E'aIST'G, :_ANG. ^: TG fi= P61AC.JEC7 - - - - - t i,. - I_ T �. s I 'I iI I I , �'� • • .r- ._.1 =�'] I E •oo : } FIXTURE LIST sT „ _'' . .._. ...�. :. ti - Z I " I I r ,; i- - , - C "A" 2 X4 FOUR TUBE L30 ;.A SURFACE MOUNTED ]METAL SIDED FLUORESCENT WITH FLUSH STEEL FRAME, 101:)) . II.: I \ _ e. - ' Li I � ' / •�` \ _ • GAUGE HOUSING, MI' -114UM 110 P12 VIRGIN ACRYLIC DIFFUSER. PROVIDE SEPARATELY W1RED'PREM. '' !-- I ) /i I = 9 1 / ' � � i �\ ` 5 G ` - � I � _i �y� ry IUFI SP,AD'E- BALLASTS FOR l ='14L SiIITCHING, F40 /VAJ LAMPS GLOEE Of ACHE. - �i ' ci ', _ � ' , i i ,, _{ ; ; y ` � - , ■® " B" 2X4 FOUR TUBE 430M4 RECESSED LA -ill RL00RESCENT WITH IiIT:GF'AND LATCH'FLUSH STEEL' bQOR, 1 I I L_ I - - 1 _ - : D 1 I• _ a 1 1 " _ i_ G I L 1. ,- _r � •L{� I--- ____ � 1 - --•'� - "'�•'' •® S 1i I11TMlfl 025 VIRG!!• ACRYLIC, 512 PRISMATIC LEWS, E40/111.1 1 LT PS. PROVIDE SEPARATELY WIRED �\ 1,' - _ _ - -r - - =I •� _ - ' - - - ' \+' C. PREMIUM GRADE BALLASTS FOR DUAL SI'IITCHING. - BENJAMIN .06R-7244-4, GR- 7244 -4, _ ' • J - = I II • - e , - I /' - „ ■ - - (f, "B.1" SAME -AS "B" EXCEPT T:,4 TWO TUBE , BLN•]AMI11 0G-22A-4. 0G-22A-4. 1. ' •, I / P '; `;'0 3 0 � • L "C" - 6' TWO TUBE 430 MA STRIP, WALL OR SUFRACF MOUNTED AS INDICATED: 2D GAUGE STEEL HOUSING'1 i / T j I I 'ii11 1, �" • PROVIDE PREMIUM GF,:DE 'nLLASTS AND F4D /JJW LAMPS. L1 THOX;A 48T C240; v(' - ,= �L1 f>RTJ,, 1 , y _ _, � , _ �� # � 1 - .- 1 f -- ' ` - 1 ' „C_1 SAME nc „O., C -YCCPT c' ,L] lIOII , '• JJj ' r ' IJE ` �- L?a1J;W -'P ' , 1 - _ ! t_� "`Z, +� +�' I� I l ^ rr .■ . . - - p I f J ,r ■ ® 1 �--•,�� _( /'� / XIT LT, 8 =."fT t r -;. • I � ' \ H' _ nom , .iF.�'� L J AND W 7 MOUNTED AMPS. wilt, 0X"790200 ALUMINUM HDUSIIIG. UP /DOl1NLIF!fT, GROUNDED OOUTLET', OUTLET', d b C e. P = I I , r. Y �s 1 .E 5'-1'1 I`z - C AHO W1J•! AlPS. ARi Pd:TAL BW - 1002. L-- - - - . -J \ � .•g - I_ I 1 "E" FLAT WALL MOUNTED GOAL CIRCUITLD INCANDESCENT EXIT LIGHT. CAST RLLU4IN.UM MOUSING, TIIG, GREEN' ?7J 1'=X17 LIE -,1�T 1 - �_ -- - �� 1 - _ , -- N - - HcVHiLBE1I.30 LINE, PRESCOLITE, 'ERFELTLITE. SSE 51 -! - , AL;. I \,, -'- -- 1 STENCIL - FACE A D DOVII'L1GNT. 1' � " EYLESS WITH 100H LN•IP." GENERAL ELECTRIC, CRYi,NT.' - - \ '�' " F" PORCELAIN C - _ __ -- - I _ c1_ - WITH I'ERLAPPIIIG'1.1HITE DIECAST TRIM • "0" RECESSED,INCARDESCEAT WITH _ ° ` �I "Q" B'.01{E TUBE 430 "MA STRIF,'WRLL 20 GAUGE STEEL HOUSING'." PREMIUM L S - g -J I�� • - ANO 15011 PAR e3B /FL LAFIP. LIGHTOLIER 07709, - _ GRADE DALLASTS'AIIO F40/141 LAMPS. LITHOIIIA 08ir140- • - - - ' Revised ' RECESSED MERCURY VAPOR f]0'_■LIGHT WITH MULTI GROOVE BAFFLE, OVER - LAPPING WHITE TRIM, DAM .4N, „ ; :SAME AS ; " EXCEPT 4'•. ' LITHONi 4L]'4Q. - LABEL, AND 1001 940 CAMP. LIGHTOLIER ;"35017 -AR: IL, ?D JLiLti' •,,, - "1" RECESSED MERCURY VAPOR DOWNLIGICT WITH SPECULAR ALZAK- REFLECTOR, OVERLAPPING WHITE "Fe +:'=+:V 1-14 14p.1_'F.74. ,+:°,::Ni i = •'= `UF -L_ C...-IBIS" v,3T+•1 AMTYE 6LJGK OIECAST TRIM, AND 2 DELUXE WHITE LAMP. ' LIGHTOLIER 033116 -AO. i‘ g E ?J={ : G:1:"'= '4W-7 ' dF - 6AA - I i5hi{a L�i'7J - !.I� Y PR"DVIC - "O" LIGIITOLIER "ORAi1ALUX" LYTESPOT 07539 WITH MATTE WHITE FIWISFI, Q5000ARS5MRL LAMP, AND 0 '1.I_ MDJT l= L•'F r�..1GII T ST 4 - '7571- MEDIUM BLUE COLOR'FILTER., • MOUNT ON LIGUTOLIER 07604 MONOPOINT BASE. " -f' FLAT WALL 1•4DLJFJTED !P•L'"4.4- c- c °v EI1 --r =c1-r i__1 I- f we-...A.--; ' TANIP'o RF =, G..Z5: IJ STEI•ICJ L F• L7EVI IJ}= +C S 4O -I clO t= G,J1 -1 _C. , "..34" SAME AS "J" EXCEPT 411 i1, 47573 MEDIUM A ^IDER,COLOR FILTER. Tn f_E1,101L' '-.0 - 'GC c - f - r•_'' r C. '_ Dcll-i =t LIS- I.Pk''EM -lR V. ' '072" SAME AS "J -1" EXCEPT WITH 4751 PINK COLOR FILTER. naemmo••••• "I:" WALL MOUNTED MULTI- GROOVE BAFFLE DOWIILIGHY WITH 75119 -30 LAMP. • LIGHTOLIER 06505. N Job No. "L" STEM 'MOUNTED' FLUOFESCF9T, LIGHTOLIER ^REFLECT -A- LINE" .10249. 106" LENGTH. -, -134 � //� \I y � r f i J+�7 PL_ ' IC I ; :�, Date 1 4' 4' Dili. TUBE 430 Mn ILUDRESCEL'F Ell lli I'OLYC,4RCOIJATE DIFFUSER. KEIIALL ,17140.. .• • _Ic H 1 • 9•J ':.11i� ` EMERGENCY BAT PACK I4ITH TWIN 350 LUMEIJ HEADS, CHARGER, AND 15 -YEAR LIFE BATTERY. .'"4 • 4 Sheet CN,LO : SUO- A1- 1 ? - "c, UYIJARAI' 005505 -211C. . • • "Q" SUSPENDED TWO TARE Ff UDRESCENT, PEERLESS "LITE Si ROT" 7;P= LST210 -'4 IN ONE'PIECE WITH HT,,SED u"HSLETEO [AVER, CLEAR PRISMATIC ACRYLIC LENS "O -I" SAME AS "0" EXCEPT 12' LOSE-, PEERLESS IF30L5T21O -12 111 DOE PIECE El DL'E TUBE FLJORESCKI' 411TH VIRGIN ACRYLIC LENS ' AND IIATIE WHITE F191511. LIGHT - JL1ER "L' ul;r r 410124' I- .: -- LIGHiTIt 1 1 - -- 1 1 , 1 . . •., . - .-s-- - ._ ,- .. . • . • ...) . . . • -\-. /- ' -, . • •-• - ::.I '., • L ..: ...:—..1.7 — -. . - II 1.1‘ t \ v„. \ \ , r, • .--:.,------'-- t • o, ,I i Li • ■ ..,::"\ p= \\\ _- '- -- k • .0 1 C C -- 1 --- - - co- ' • ;-"gaSZEI? . • . I FANITIZY `--='---•' -'&, , ,-,---- / M \I .- ' •.. - CO . JI ■ ------ - --" '• __.-- -'''' LJ1,11DR 1 A .. 3,- , 0 :._=. ... _ 1 ---:------:;:r-------- , ,_. 1 1 ' 4 41--. Q ----- - -- sFE. 1/4-.° _: ....1 r--....'" i p:1 - 1.7 - 1 , ii Rip_ • "0.----- .1': '-- *.'.x.z Pv-/1 1 eefge I / . !,, s , : (e) ZI 2,73 „I.... ..., 41) - ' ..-r I 4 STOr."A6.-E. ____Li ' : , .,,_y-ze. - --- „ I: I A E..EZ: -_ I / ; / " P-1-111 -'-'1- 1 - ;447, T 1) ..„ ,..„........ ,.. k, , / 1,-...11-1-1.-..:_i..1 (La 1 cf 7: l .-- 11 ••• , 6) 43,10,1E. ,, IL ,, ,, ,8, C ...--- — ----'74“-- 7: , -,•,.._____ , , s..5.,.. i q , . . , , ,.,.... Lc3, -0., , ,.., .,/ a- E-. - i I _ . ' -----' ___ - - == - - ------- 1 ) - 1 ' . ■ . - pi.... s • i 1 ,..‘ . I- __ . - --:--- L ,_. ._ ..._ , .- -----__-_ =tip _. A,. .11 r 05 4 •," -rampa swrr,: _....,,i __ ___. — , E5 - rLJ15 ,'')- • •-•-'.:------.." / Ei 1 • ' i 8 4-9,D .,-..":`, Pa rt....G. r / — / ■ 1.7; - t) \IS 1-00,2,.1-10!,: r "-- - - 1 - 5 00- ' eC1 . ; ir.• , '11 .- ..._____ . ..... . .---..,__. , ,,,. 7 / 6 , - t i t l r - -w--)--a ) , * C,?- 7 g:,.. , / C / la / it C. ' / . i - -• - • 5 ; ' • - .: _ 6----. IL ! 6 do v ..- ® _ _,. -..„,„ ,,,,.. Q., ,,,.... ,, :I ''r - '1.-:- 7 -€, ue• or.1 .1'4- C.. / 5 -- -->--=7:4.1 ' : I& ' " ' ' . f - • ,- - . 1 i ' • r-' : 1 !I / ,p . Ir..5 ; 1 7-4 • • ( .l \ ,,/,.--' , ) ll i • ll 1:.- - - 1 - h.:, , 1 - P _,..f-tC,C, T(P Foie 4 a - e0) E.4 ' - 'I . :- ' 1 1 - g — ,1 , 1 1 I 4 C ‘Vn; / 5...5 L.- P--%:: a (1.) -2j II t! i• C ........ah m-•: ■■■.= ''-• 1 :11'1 ., ti i r .'" Fog:. F. A . - 5YS - T Ell .; • II e i , (5 .. )... ; 0',.., eill / ! j, eLc-r•s . • 1 it • '--- -, 1 .‘.- I ! I I! -LLN i?; -- I • 1 _ , • ' P 'I: - - ■ 1 , ..'(_, I----- !I \ : I _______ '---', / / / / ------1'. I— ! ,, -- ._,____...,:. i , II__ —I \ I , III '-' , , i I \ \ , \ 7 . „.,,_,.. v, \ , ,, ,i , PLAT1/1,4451G. I I /If --.4 _ LI ..___--- -1 -it .f --1-- IA .■•••;-. am. ' \ ..',ciDk - I si i 1/8",--‘1 _ 1.----.7.7"-"7— — I ,- r -- I I '- / : 4. 7 , 4- ' ' 1 ,..r I : ' .1.s1; \'• \ .. 1 1 ill I / / (-).. ' -4 1 P I\ i ' , v....1 Moc V, / ''' -, . . , ? a...I•al.,, ..,•1';' , _ . .h.ti7 ' I 1. , ,1,_-- ,•--- , ; r_7; ;: i i /': . I ....- 7:DI t _ i• , C -,..,-.; 1 1 I , ) 1 l i \ / ■', 1 ; I 1 ; f g--, \'- \ , , , I , LLI. L' , , - . -,e ; .: , Cal . HD- -____-: - - .-- - -- e . ". • Z. "-' . 4 sa C... ::`- ■ I.- c-F,si. 0% t.d.: ,, ,,,, 1 r ' I • \ ; Pi c,,,, 7: ,.., • y ', ., — 0 ; 1 :•,;: • ----------„, ..., __ „,....s.s..„:: ."."7,-,:-.L:-:,, 0 7d '1\ 1 ! I ' . (, i! L _ •17 4. 15 0 r ! ; I .‘, I I , 1 . I ,/ / -• 1 -k l C-1--:- ' e- ' • i - \ 4+20' \ L i lj ) , \1 i. b_1 1 _ kV 1 'Ni --ITC.I •.Si.1 . Pt7 -•‘;. CO . --, / 'O. ? ' .. '4'6"c C 11\- 1 ■ , -i-ea _ I ._____ ), 0 • ______•----- \•• , .11 . • cs.: . , . II1 c C --, \ I 1 , Or? • , _ , 'i - - •,,,kt ' . L - . • ., _ \ q 1 1 I _ .... _ _ : .. 1,. ., j - ....... 3/4: r . -r?:, ).,.111.-, 41-,■■ .; -. 55_12VIC-i7. F IT '- ,- Lt I I lc= WITS . . ' q -.no etz0 . „ . , _ — — — — L.. 1 • , SUPPLY FAN (St 71/40;140V go , ' L d _ t _ r-- ----11 ,-----_, -, -, - - 7 7t•tl ,- - - . - - .. F;..11 FIFE'E. ,• L_ =,,, 1,1 7 ---,--.:-.1..S-.L- '' „ .1= 7 0,01-1P-It . • .1 i I i 1 — -- TI _.11.:_=a1 Ir -\\.11- b I - , , • 2 SUPPLY FAN (SF -2); Ilk, 2409 30 ' , ! ' 0 ;' ... , , .. , '----„,..,/ . 3 RETURN FAN (RF-1), 3HP, 240V 30 , ' . ' ,' ,, ..., ,. . MAS m 1 KI M -, l',. \ g . . , • ' 5 , EXHAUST -FAN (EF-3),. 1/6 HP, 120V,-10 ' ' ' - . \ ' Revised ..... . , _^ I , 6 - !6x0AusT FM (EF-4). 1/6-HP, 1200)0 I°c_ .. • . I c. • i , 7 EXHAUST FAH ,(EFL1). AcHP, 120100 '' . I, . . . . El.' DAS WATER HEATER WITH-POWER aL060; 12 r. ,1 III.' ; ! . I! r I - • ,: . . : . • 9 COMPROSOR,116 P 1209 0 1 HP, 1209 10 10 C • 1' . '-. . - • , . ,..-_-,-.” . , '4 • . ...... • • i I .. - . -• - _ . ...., , ,.. , OMPRESSOFt, VI,- 1. -, /. , , ' IKrrs..... I 1.1 INTERCOM REMOTE 'STATIONS TO,_ZONSCST-4)F,-4)UKANE.15AS27- L ! Job No - p-- ..-a li -a --=1.----.. 1 s4- 1 i ,-----,... v, ., "SPXR, 066328=BAFFLE, 0145,223 BACKBOX, f'9A410A: , _ ;II 5.) I .-- - rul - .11.11 _ ---- __ , I . CALL SWITCH 'MOUNT SPXR: @ +7'..-9° 8 PROVIDE . •., 1 ,.." -.. `\i'' A-- 1.---' ,--' ,•--=, .\ . . ' MATCHING TRANSFORMER. PROVIDE ALL CABLE CONNECTIONS 0 rf : ; ■ ._ : 1 (1,..li t.._, ,. - . , -- • ___....._ Dale . . v• ,- ,I ' --', ... TO, EXISTING MASTER. . TEST a 'PLACE SYSTEM IN OPERATION: , ,,,. • .F...:7-4.'- .-S - ! I -, = l' - ,. 9 - ',..4,.; . . ; . • ''.. ' 12 • CHRONALOX R5415 WALL HEATE011/-INTEGR(0. T)(EOSTAT 1 , • ! 1.60, a4ov 19' , , ,: 13.I • •, . i et I , .- 1 I 1 I 13 cl P - 5,--,!-.1_L_ E3E EEG 12: 1:71,41.AS'rE. I L. r L- 1 I , • Li r' AI-I- At•re-5-/-'5 ''_/..-...- 15' i kl moi... - 1 1.,...._,___, I ' PUP F g.00M siOFt...s'>< . ak 76-4 5 , .75 7 m. - , 1 '' •• IR. fill .... . I i 1 I-- 11 I , ..!, 7--zz=efori . ... ,-, 1 T__i l , Ii ; ______-. .., I -------; j— . ,:-...,„4.7......-4,.r.... ii I - -. il ii_ I 1 .__ . ' a\ - rC PR t1EL' "-R" 120/2904 10 3H 225A 1;LIr � - - um- Es _ PAt1EL "A" 120/2404 i0 3H 225A g!OS Q - - - 1 COOLER REFRIGERATION SYSTEM, 12.4 AMPS, 240V 10. _ - - - NO BRKR LOAD - 'SERYICE _ NO BRKR LOAD • SERVICE SERVICE • LOAD BRKR NO ,I, n • .SERVILE LOAD BRKR NO - -- -. ;^ - , -,t� 2 FREEZER REFRIGERATION SYSTEM, 10.4 AMPS, 240V 10. LIGHTS 1400 70 /1 1 .�. '• RECEPTACLES. 20/1 1260 RECEP MIXER 1 HP 20/2 1 - 7 20/1 RECEPTACLES ;s., • 3 COOLER LIGHT AND DOOR HEATER, )AMPS, 1204 10 I 1400 { 3r•. ,•. 4 17fi0 MI %ER• - - _ 3 S 4 • ' RECFP, 7�r "+.; ^. - -' I .. 4 FREEZER LIGHT AHD DOOR HEATER, 7 AMPS, 120V 10. 1000 I 5 6 1260 DISHWASHER ; 20/2 5 .. � • - 6 HASHER -�J' • �- -r�- - , . ,,, 8 1 1080 WASHER - 7. ASHER 7 .•,' ,. 8 AFCFPTAUFS • •' I 1000- 7 - 5 MIXER, 1 HP, 2404 1(1./L\ 1 1300 9 ,. 30 1 1200 - HOT FOOD TABLE '20/2 " ' 10 - STEAMER - - • S 6 SLICER, 1/3 HP, 120V 10. I�I1 1300 11 ,-. 111-.12 1090 - HOT FOOD .TABLE 11 .. N .. 12 , Conr'FR- FRF� 1GHtt I ] 250 13 .� ,-,14 1200 MICROWAVE OVEN SPARE 2 O/2 1 3 II .� I4 HOnf1 ) 1c1lrS ' 7 PROOF CABISIET, 15 At1PS, 1204 1Q. F I5 .: .-16 1200 COFFEE MAKER _ ' SPARE , -` IN NI � } �:nnn rnHypr - _ 1400 v B STEAMER, 6 AMPS, 120110. - - 1400 ) 1 7 k1 ' 1200 REFRIGERATOR ' - - CONV. OVEN �, ,- '2012 17 ' -e 1B •=G1ICFR '' • • E d o 9 HOOD LIGHTS, 600W, 120V 10. - 1000 19 .. .. 20 1200 VENDING MACHINES CONY. OVEt{' • '- ' ! - IN ..1 1 ,-.20 - PROOF CARIN - . c " u`1 a' r- . DRYER _ - - 40/7' 21 .-. a ' 22 'i CONY; OVF)! • - _ y m p� • _ 1000 21 .. ..22 2200 " : .. .. a r c , 10 I!15TALL AND CONNECT T430 (2) RECEPTACLES IN THE ENDS OF WORK TABLE. 1 AMP (TOTAL), 1204 10 , ,x:'23 • ,.24 '01/1 rn;J' ovr;)c' E mCsi ]000 23' n 24 612 COMPRESSORS 1 /6 "6lt'HP P,Y R - °C 11 CONVECTION OVEN, 5,5 M 24OV 10. ^ 1000 25 .. 2 1200 MECHANICAL CONTROLS DISPOSAI' ^3/4 HP' 7017 25 .26 7n/7 f0 01FR R F R 'SYSTPJr- - a �N • _ 12 CONVECTION OVENS (2), 9.8 AP1PS, 120V 10 - - 900 , 27 In ,r 28 1200 WATER HEATER DISPOSAL' -x012 '27 ,.28 3 P0(11'-FR RFFR•- �4CTFM'• ":.•� 4 a . N Co 1450. - 29 .. 0 .. 30 348 EF -1 1.41P. DISPOSAL' 1 HP - 9 .'%� 0 0/7 RFF7F `FR RFFI� cY PM N o 13 D ISPOSER, 3/4 HP, "c4DY 1D,� - - 1700. . . 31 iy'�2 , f 500 EXTE TIGHTS - - .31 •132 - n - u; :;�,,, w , ,7, m' V1 Q ,n r/J a 1-' 14 DISHWASHER, 6.1 AI-IPS,,24OV 10.& 1400 33 ,., ■ �0 .N1/2 750 HEATER••1.5KW - SPACE- 323 34 - 750. 35 r+36 7 SPPRF 'ic 15 DISPOSER, ]HP, 2�OV 1Q -� 700 35 .. i. 36 -- A _ 16 SPARE - - ' 37 .. • 9`. - .SPACE - , - 37 ;� ® n 38 SPrtrF - MOT FOOD TABLE, 3.6Y,W, 2900 10. , 39 ^ O - - - ,•-, '-',...44n- ' 17 HOOD CONTROLS, '5 W4P5, 1204 10. �- 41 7...1V-42 _ 39 41 ■ 2 - _ ` - - 'PANEL "5 " 240V 30 30 IODA S!J - , SERVICE 'LOAD BRKR NO ' NO BRKR LOAD SERVICE' SF -1 71y HP 40/3 1 A D C , ,2 20/3 RF, -1 3 HP - , . - 3 _V •• 4 _ I .e - S„III '' 6 - ' SF -2 •1 HP 20/3 7 11. 8 20/3 • EF -2 3 HP H - '9 UI, - ° - - ''• - . - 11..UI., n ,SPARE . v 13 ., ,, 14 ' SPACE • 15,..,..,•_16 , ' 19 e,.. _ ----- - - 23 .. 7 �. �_�_ r,` -- v ------ ----':' --'''------1- - - \ . _ :'sbal • ..,: .E- A \ .., • I \, IZ .__412,,,,,z F ' F �,� c > `` : °' , loom: r. ? WP THE �HE�1> r �_ C�I 4 u, .�,' +: - , ." 1 j a- _ �.I i , . 1 I, --� Imo , I L• *5x l.lc.r9 , + : ; - i� -�, I ( - _ I - ..�-a,Fr3- �,r� j r' I `i �'�,..�' r „:.,.5:>:71, •" , ..,:!..C. - E.a PAIJ[fl Q '' 4 I • I - I - -�i /.� • v-``, -�•- ! VJT , 41C1:4. DIS• 1-1 --- .. �, '5 Zv P "1 f i •l // �� Ins / It i ' W/E- 400.4 4: A, + ; r'r.`1J5J_ K - - -- - .-K-r: 4.,. 1 , ' 1 , • l - ( TT.) 1, i,= r gust =s .. :4. _. 1 r ' a,- n/G a ;, - - -;- ; I 1-!..-...,27--_/ r 1-10L11•11 aaJAcEI T F, - .a TO - cX 1ST Ya MHtIJ '• 4o0 _- � I ' " "} - 1 r '• PP•,.I =L 1 - - Ld'I��i . - 1 - _ _ y � r' J ._ L yj1.,4 _� I I I Revised 1.-.1 r21:4, C / � C _` �Z \ 229: Imo`= �OO E . r',4‘,./.)" ) i...py -Y I , (N, _.� '>I 1.111� I I ` I I i ?awn - - _ . - "._J ._ - - - 1 I --'.- - °- ll 1 , f - "_, I ,L i. Job No -If , 'l` 'J 1 H - _ D0t0 • . . I -I I !. .I-11 I`�.I ./\,',---::. i._- `_... __I - __Oy k ? _•_ i� I sheet • I - j_ �> �rj 1 �/ L. ONc LIIJ, _L "1 E 3.' I I 1 KITGHcN Ft?)NER :. . .. • , . _ _. _ , 11 - • . HUSSEY SEATING COMPANY 0 A i_III 111 . 11") I ` ` ` 1,= for seating solutions 36 OTER s mEEr nrr. . ) . I (I �\ NORM BERNiCK, ME. 0906 ( JELEPHONE (207).676-227I FAX. (207) 676 -9690 il _A_ 11 o C 9 ,. . IMPORTANT . 1 I ' f, INFORMATION A SUPPUED BY THE ARCHIITEC AND/OR INC ��'J�'1T I REALER. HUSSEY SEATING C. DOES NOT ACCEPT E. 1 ED RESPONSIBILITY BIUrY FOR THE ACCURACY, OR RELEVANCE. SHOULD THERE BE ANY DEVIATION FROM THE INFORMATION SUPPLIED N1HOUT THE APPROVAL OF HUSSEY SEATING CO. 1 :DEC 0:2 2008 • • GENERAL NOTES CITY OFTIGARD 1. DEALER VALE VERIFY ALL DIMENSIONS AND INFORMATION BUILDING DIVISION . INSURE THAT ALL FIELD CHECKED INTERMEDIATE DIMENSIONS EQUAL THEIR CORRESPONDING OVERALL DIMENSION. AND RETURN THIS DRAWING VAH THE APPROPRIATE SIGNATURES fR FURTHER ACTION. • • 4k,P p - 2. HUSSEY SEATING Co. WILL ASSUME RESPONSIBILITY FOR -t t MANUFACTURING AND SUPPLYING PRODUCT ACCORDING V` TO THIS DRAWING AND APPROVAL. 3. THE ARCHITECT. GENERAL CONTRACTOR AND OWNER BALL INSURE THAT FLOORING IS LEVEL WITHIN 21/8 IN ........ _ - 8' - E_AC 0- AND THAT THE FLOORING IS CONTINUOUS. - 4. HE LAYOUT SHOWN IS DRAWN PER (�I �I "V i d... Y THE ' N ZOO-'2 1N / I I N 300 R: IF E APP CODE IS DIFFERENT THAN THE ONE STATED. PLEASE INDICATE ON HE UNE PROVIDED: ' G .IF NO OTHER CODE IS INDICATED, IT IS ASSUMED THAT . / I METRO T THE T D E A LAYT ER/ .IS AWARE OF THE EY ODE APP LI ED City ly O Y lT �I = OCCURS. BE HELD RESPONSIBLE F ANY DEVIATION 9 r ❑ FINISHES SEE DTO 1 5. HUSSEY SEATING COMPANY STRIVES TO CONTINUOUSLY • • roved Plans }- IMPROVE H H E COMPANY RESERVES E RIGHT TO MAKE METHODS S F CHECK AND APPROVAL INFORMATION WITHOUT NOTICE WHEN. IN HE OPINION OF HE B �1 , n„4 COMPANY, SUCH CHANGES IMPROVE THE PRODUCT OR V , S•� Date �� IT'S PERFRMANCE. BANK SUMMARY A . RAILS /COLOR (700 SEAT MINIMUM REQUIRED) BANK: A / � j �,� MODEL: MAKAM PLUS (WALL ATTACHED) • ,� - 7 - ALL RAILS_____ ------- RISE:9 5/8' ROW SPACING: 33' - END CURTAIN /COLOR /LOGO TIERS:7 • END CURTAIN COLOR___ LOGO ❑ ; YES ❑ NO IF YES, INCLUDE LOGO • ' Q 1 Yp 8 /08 UPDATE BANK SUMMARY - ❑ FLOOR CONSTRUCTION __ __ REV. cNK DATE DESCIVPDON REVISIONS . ❑ WALL CONSTRUCTION . • ❑ FIELD CHECK INDEX OF SHEETS SUBMITTAL APPROVAL . ❑ APPROVED AS DRAWN • PAGE DESCRIPTION • . ❑ APPROVED AS NOTED (PLEASE SUMMARIZE CHANGES BELOW) . FIELD SUMMARY (REOUIRED 111TLL FIELD CHECK) 1 SHO1 COVER SHEET ❑ R EJECTED - REVISE & RE- SUBMIT (PLEASE SUMMARIZE CHANGES BELOW) F LOOR CONSTRUCTION: CONCRETE W ALL .CONSTRUCTION: CONCRETE . - 2 FPO1 PLAN OF SEATING ATTACHMENT TYPE: FLOOR 3 SCO1 SECTION VIEW • . 4 DTO 1 DETAILS nerd °"`" Dote: I B� Dote: • 5 DT02 METRO CHAIR & FINISH DETAIL ((gg -PAC SEATING 10442 8 REESTT TRIOS130ST T TEL: (253) 852 -0801 1 SLATE 103 FAY (253) 852 -0824 1 KENT. WASRNGTON 98032 E -MALL: holtrdseOMIglobd.nel ❑ APPROVED FOR MANUFACTURING I COVER SHEET I. . B ROADW A Y THEATER • OREGON DEALER: DATE: DRAWN BY: RMG DATE: 7/10/08 CHKO BY, KID DATE: 7/10/08 i - SCALE: AS NOTED CAD NO. JOB NO. DRAWING NU. Lost Modified: Aug 04, 2008 - 2:33pm Plotted on: Aug 04, 2008 - 3:03pm . , 59576 59576/59580I SHO1 1 j • ADA COMPLIANCE WARNING: - FINISH SCHEDULE (MXM PLUS) �� HUSSEY SAJI / /NGCOMPANY ` RAIL COLOR BLACK / • BANK(S) AS SHOWN DOES NOT PROVIDE PANELS N/A _ ./ ADEQUATE ADA SEATING. TO MEET CODE END CURTAINS N/A REQUIREMENTS, ADA ACCESSIBLE SEATING DECKING 3/4" AC PLYWOOD WITH 2 COATS or CLEAR POLYURETHANE . • MUST BE PROVIDED ELSEWHERE IN THE UNDERSTRUCTURE BLACK ALKYD ENAMEL .' Your ( Or seating solutions FACILITY. NOSE & REAR RISER SILVER ZINC ALLOY MATTE ' • • - - .. 36.OYER STREET EXT. • NORTH BERYACK, ME. 03906 • . TELEPHONE: (207) 676 -2271 FAX.' (207) 676 -9690 ( IMPORTANT V THIS PLAN HAS BEEN DRAWN IN ACCORDANCE WITH THE • INFORMATION SUPPUED BY THE ARCHITECT. AND /OR . • DEALER. HUSSEY SEATING Co. DOES NOT ACCEPT ANY RESPONSIBIUTY FOR THE ACCURACY. OR RELEVANCE. SHOULD THERE BE ANY DEVIATION FROM THE INFORMATION • ' SUPPUED WITHOUT THE APPROVAL OF HUSSEY SEATING CO. • • GENERAL NOTES 45-7" AVAILABLE WALL SPACE I. DEALER WILL VERIFY ALL DIMENSIONS AND INFORMATION • SHOWN. INSURE THAT ALL FIELD CHECKED INTERMEDIATE r r 15' -0" 3 7 8 " TYP TO POWER SUPPLY I I / ( ) DIMENSIONS EQUAL THEIR CORRESPONDING OVERALL DIMENSION, AND RETURN THIS DRAWING VATH THE APPROPRIATE SIGNA TIRES FOR FURTHER ACTION. • - 3 019 +19 020 36' - 11" ^ , ^K , [. ._„ ^ 1 11O ^ . ^1 ^ . ^ . ^1 ^ . ^ 1 . ^ . ^ 1. ^ 1. ^ • 1 ^ . 1= 2. HUSSEY TUR Co. WILL G AND SUPPLYING ASSUME PRODUCT RESPONSIBILITY ACCORD FOR • IIIIIII�1 [NITY1fI1r1Ib1171[LP I:Ii11:[6 F /Ildi Yl' IiK161[ 11 Ipr1•t1416CIdI:b6YN6g1 MANUFACTURING PT ACCORDING TO THIS DRAWING AND APPROVAL. 19®20 +3 ®19 ' 36 - 11" �P — _ 3. THE ARCHITECT, GENERAL CONTRACTOR AND OWNER [WW M 1 IP[11F1117f1�'IV(114[ 611111111' I' tqt' IKII' IC II'Iht }II•t'IIf /dll YNiYLIrRbF WILL INSURE THAT ADORING 15 LEVEL WITHIN we" IN CO19 +19020 • ' • 36' - 11' 8' -0 AND THAT THE FLOORING IS CONTINUOUS. 1[ �I� 'i1 1i1[ 11FylY7l'p [�.1:1�11:1 t1B1611/11 WI /K114[IIIFI' 611714 1611 :•16 /R11'Y.IILgbI 4. THE LAYOUT SHOWN IS DRAWN PER © I ^, ^.^.^ 1 ^ ^' , ^ ^ HUSSEY SEATING C O. INTERPRETATION OF: 19 @20 +3 ®19 5E g T RPRETA F � _ _ _ IBC 2002 / ICC•300 D Idoiraic16L ■b6F11a7IJorin 1111IID6/ 11111lIdk111( IIIFT $Ift610111:riLLIILJL;Wsi;;ai 0 Q IF THE APPLICABLE CODE IS DIFFERENT THAN THE ONE 3 019+19 020 , 36' -11' � STATED. PLEASE INDICATE ON THE LINE PROVIDED: IF NO OTHER CODE IS INDICATED. IT IS ASSUMED THAT iTi[sis1inlis. I1117[l.emic f11N1111•61Y1f11�31/C1d7 1111 F /C1'4/F11'v 11 PY11 Urul� 1 1 • THE DEALER /ARCHITECT IS AWARE OF THE CODE APPLIED 19020+3019 ' TO THE LAYOUT SHOWN, AND THAT HUSSEY SEATING Co. . - � . - . • . - • • v41 CANNOT BE HELD RESPONSIBLE F ANY DEVIATION B I[ig lKb ll[li4. 16%/ 1�711 4 1 1111 1 61ai0'4, ins l look 1/F7IC:viva+1f161kAiBHira; B • OCCURS. I 019 +19020 1111111111111111 36.-11! SEATING SUMMARY 5. HUSSEY SEATING COMPANY STRIVES TO CONTINUOUSLY rte• ^• ^:r+•�• IMPROVE ITS PRODUCT AND MANUFACTURING METHODS. I[[i[' iiTilii FYIh M1U1 1i iiii.GI6611111YbI1K11i Tili ,i611•tliTirial4F1I8115 372E GUWIIIY _' � THE COMPANY RESERVES THE RIGHT TO MAKE CHANCES • 9 I 19 21 WITHOUT NOTICE WHEN, IN THE OPINION OF THE I 20' l COMPANY. SUCH CHANGES IMPROVE THE PRODUCT OR • 21' 0 I 1 . 5 PERFORMANCE. 1 22' 0 • 3' -0" (TYP) Scol 2J o BANK SUMMARY 0 74 p BANK: A 101AL- 154 MODEL' MAXAU PLUS (WALL ATTACHED) . - y 11 1/4" RISE: 9 5/8" . • BEX I ROW SPACING:33' 1' -0" (TYP) — . - 15' - 0" — .. - 6" 16' - 6" - TIERS: 7 - . 0 (D 0 - - 44' -11 1/4" - • ' Ot • BANK A' IKJD REDREW BANK. ADDED REAR FILLER & BEX ' SLP 8 BAN( SLM/RT. LIMO. ADEFSDIES P01TR SLIMY LCCADOI REV. GPM BATE DESCRIPTION FIRST ROW. SCHEDULE BANK SECTION MODULE LAYOUT REVISIONS A 1 PF3 • A 2 PF3 • A 3 PF3 . PLAN OF SEATING • 3/32" = 1' -0" FIELD SUMMARY (REQUIRED 1V TN FIELD CHECK) FLOOR CONSTRUCTION:CONCRETE WALL CONSTRUCTION: CONCRETE • ATTACHMENT TYPE: FLOOR • • Field Check I APPrwol INTEGRAL POWER SUMMARY By — Dale: 1 1 By _ DPIa: NOR -PAC SEATING BANK NO. OF POUR FRAME CONTROL: POWER SUPPLY P.) BOX e6sao3s LETTER MOTORS MODEL PENDANT/KEY LOCATION 1017 TEST 9 s s ET TEL: (253) 652-0801 1 Last Modified: Aug , 2008 — 2: 33 m Plotted o n: Aug , 2008 - 3:03 m I PINT WASHINGTON 98032 A 3 PF3 PENDANT 15AX: (253) 852 -0871 ' -0" 9 P 9 P I E-MAIL: E -MAR: hml•exOnllgloGd.nd POWER SPECIFICATIONS ACCESSORIES • . . LEGEND 0 i PLAN OF SEATING POWER SUPPI Y DETAIL (STANDARD) - Fl FCTRICAI SPFCIFIC:AT)ONS: 1. INTEGRAL POWER WITH PENDANT CONTROL 6. AISLE RNL(S) MAXAM PLUS J SELF STORING U ; AISLE STEP + BROADWAY ROSE THEATER AND OMIT SWITCHES RAILED END .. .. BEX BANK EXTENSION TIGARD, OREGON /////1/ / / / /// . (SEE DETAIL) EACH MOTOR: 1 2NP, 120/208X, THREE PHASE, 1.25 SERVICE FACTOR 2. 1st TIE POWER I 7: 2 - TRANSITION STEP(S) • .. • TELESCOPIC SEATING' /lO /OB MANUAL LOCKING DISCONNECT R. INTEGRAL POWER SUMMARY CHART FOR QUANTITIES. 1 © INDICATES SECTION - -- IN CLOSED POSITION DRAWN BY: RMG DATE 7 . POWER SUPPLY: (SUPPLIED BY ELECTRICAL CONIRACTOR)(EC.) 8. NUMBER FOR BANK � JUNCTION NON -FUSED (BY EC.) 3 • 12 , 2 - REMOVABLE FRONT STEPS . 30 INCH REAR FILLER - 1 , • BOX (BY E. Q TO 120/208 VOLTS, 20 AMPS, 3 PHASE, 4 CONDUCTORS + GROUND WITH NON -SUP TREADCHKD BY: K.ID GATE: 7 /IO /O8 • BE 5' -0' ABOVE FLOOR ' SUPPLY (BT EC.) : �� • FOOT LEVEL , POWER SUPPLY SEE ELECTRICAL SPECIFICATIONS MAXIMUM ALLOWABLE FULL LOAD VOLTAGE DROP IS 4 .L 4. 2 - FOOT LEVEL AISLES WITH NON -SUP AISLE (WALL MOUNTED) SCALE: AS NOTED ' TREAD INTERMEDIATE AISLE STEP(S) AISLE HAND g PENDANT CONTROL CAD NO. JOB NO. DRAWING NO. • 5. 2 - SELF STORING RAILED END(S) ! I RAIL Q' MXMPLUS - 59576 159576/595801 FPOI • \ • • • . - . • . . HUSSEY SEAIINGCOMPANY = � : .•I,:• for seating solutions - 38-OYER STREET. EXT.. -: _ _ . _ .- .. . NOR(H BER87CK, ME. 03906 TEIfPHONE :: (207) 676 -2271 FAK.- (207) 676 -9690 • . . - 1 IMPORTANT THIS PLAN HAS BEEN. DRAWN IN ACCORDANCE WIN THE - INFORMATION SUPPLED BY NE ARCHITECT, AND /OR DEALER. HUSSEY SEATING Co. DOES NOT ACCEPT ANY • I RESPONSIBILTY FOR THE ACCURACY, OR RELEVANCE. _ ' • SHOULD THERE BE ANY DEVIATION FROM THE INFORMATION SUPPLIED WITHOUT THE APPROVAL OF HUSSEY SEATING CO. 21' - 11/32" OPEN DIMENSION ._ • GENERAL NOTES I. DEALER WILL VERIFY ALL DINEN AND INFORMATION ! _ SHOWN. INSURE THAT ALL FIELD CHECKED INTERMEDIATE 2' - 9" 5 ROWS ®2' - "= 13' - 3-2 ' 7 8 � . BARRIER RAILS DIMENSIONS EQUAL THEIR CORRESPONDING OVERALL / (By OTHERS) DIMENSION. AND RETURN THIS DRAWING WIN THE I I (VERIFY) APPROPRIATE SIGNATURES FOR FURTHER ACTION. • 2. HUSSEY SEATING Co. WILL ASSUME RESPONSIBILITY FOR DETAIL . 011k MANUFACTURING AND SUPPLYING PRODUCT ACCORDING •TO THIS DRAWING AND APPROVAL. • • t - 3. THE ARCHITECT, GENERAL CONTRACTOR AND OWNER WILL INSURE THAT FLOORING IS LEVEL WITHIN 31/8" IN 8 - 0" AND THAT THE FLOORING IS CONTINUOUS. ` - • - 0,1 / �` if 4. THE LAYOUT SHOWN IS DRAWN PER � � HUS SEY � NG 2002 £ ICC 300 OF: • • DETAIL � ' i IF THE APPLICABLE CODE IS DIFFERENT THAN THE ONE 1 i% / STATED. PLEASE INDICATE ON THE UNE PROVIDED: • - I ,. - / • _ _ IF NO OTHER CODE IS INDICATED. IT IS ASSUMED THAT 1. , r THE DEALER /ARCHITECT IS AWARE OF THE CODE APPLIED NWWY 7 r ,� •. I � - -I / `I. TO THE LAYOUT SHOWN, AND THAT HUSSEY SEATING Co. 'I T BE HELD ESPONSIBLE 6 ANY DEVIATION M0 t RS. 111_ S. HA OCCU CNNO USSEY SEATING COM ST RIVES TO CONTINUOUSLY I _� �I, I IMPROVE IT'S PRODUCT AND M ANUFACTURING METHODS. E 5 — 5 /)g" THE COMPANY RESERVES THE RICHT TO MAKE CHANCES WH 1 \ - . WITHOUT NOTICE EN, IN THE OPINION OF THE 1^ ... :_ A . F . F . _ _ _ '� ' r COMPANY. SUCH CHANGES IMPROVE THE PRODUCT OR ; ` � I • TO TOP OF ITS PERFORMANCE. TOP DECK 6 RISERS ®9 5/8 "= 4' -9 3/4" Q E.,- .. I I �. � 1 BANK SUMMARY A / :_ I 6 -11 1 4" BANK: A —t • T ,/ 5' - 5/8" YODEL: MAXAY PLUS (WALL ATTACHED) / .,\ • A.F.F. 1:: �f� TO TOP OF RISE:9 5/8" r W TO A . F .F. I TOP OF WALL BUCK BALCONY FLOOR ROW SPACING:33' TIERS: - II TAI r • • r 'I I • • 10 19/32" N • Q SLP IC 8/08 UPDATE BANK SUMMARY, REDREW SECTION 1 - • .. REV. CHIC DATE DESCRIPRON • • l REVISIONS 6' -2" CLOSED DIMENSION i . . A SECTION 1 3/8" = 1' -0" SCOT I ' • • • I I FIELD SUMMARY (REQUIRED KM FIELD CHECK) FLOOR CONSTRUCTION: CONCRETE WALL CONSTRUCTION: CONCRETE ATTACHMENT TYPE: FLOOR I Fldd Check ADPO.d f B7 _ Dote: I By. Date: . r NOR -PAC SEATING • P.O. BOX 865 98035 1042 WEST JAKS STREET TEL (253) 852 -0801 • • SUITE 103 FAX (253) 852 -0824 i I KENT, WASHINGTON 980.12 E -YAt: fro.L.dxOOltglobd.nol . SECTION VIEW' BROADWAY ROSE THEATER TIGARD, OREGON DRAWN BY: RMG DATE: 7/10/08 • i . CHKD BY: KJI DATE: 7/10/08 • SCALE: AS NOTED • CAD NO. JOB NO. DRAWING NO. Lost Modified: Aug 04, 2008 - 2:33pm Plotted on: Aug 04. 2008 - 3:03pm 59576 I 59576/59580 I WI SC01 • 1 • . . . II _ • . ! ..- • .. • • - .i . _ . . ■ • • j • • . i . HUSSEY SEATING COMPANY , oil� I .. ri -: , • . DIM 'B Yaapat+fnetr for seating solutions . ENDRAIL DETAIL IS DESIGNED • . . V V .78 OVER STREET E F. _ V TO PROHIBIT THE PASSAGE 1� i NORTH BERWICX, ME. 03906 OF A 4" SPHERE. I i TELEPHONE.: (207) 676 -2271 FAX (207) 676 -9690 . r ( I DIM "A" , . • IMPORTANT THIS PLAN HAS BEEN DRAWN IN ACCORDANCE WITH THE 2" WIDE ADHESIVE STRIP OF RS I NFORMATION SUPPLIED BY THE ARCHITECT, AND /OR • • CONTRASTING COLOR, NON — SKID I ` DEALER. HUSSEY SEATING Co. DOES NOT ACCEPT ANY 1/2 RS ■� _ r� RESPONSIBILITY FOR THE ACCURACY, OR RELEVANCE. SURFACE (3 PER STEP 0 I "MAX SHOULD THERE BE ANY DEVIATION FROM THE INFORMATION • 48 2 1 / " FROM LEAD EDGE) 11111,... NOSE'i COVER ROW SPACE ---••••I ---••••I 11 '. E WITHOUT iH0U7 THE APPROVAL OF HUSSEY SEATING CO. • i I • • IILtx4: •, • I •1I • • 4 , + 1/2 R • •••,...L• r I GENERAL NOTES t ' I 'I • I. DEALER WILL VERIFY ALL SHOWN. INSURE THAT ALL O FIELD�CHEC ED INTERMEDIATE • ._, .I MXMPLUS /9.625R . DIMENSIONS EQUAL THEIR CORRESPONDING OVERALL DIMENSION. AND RETURN THIS DRAWING WITH THE RS = ROW SPACING ROW SPACE DIM "A" DIM "B" APPROPRIATE SIGNATURES FOR FURTHER ACTION. MAXAM 26 R = RISE • 9 5/8" RISE 30" 2 3/4" 2' - 5 15/16"" 2. HUSSEY SEATING Co. WILL ASSUME RESPONSIBILITY FOR I 32" 2' - 5/16" 2' - 1 5/16" MANUFACTURING AND SUPPLYING PRODUCT ACCORDING RH SHOWN MAXAM PLUS TO THIS DRAWING AND APPROVAL. LH OPPOSITE 33" 2'- 10 2' -11 15/16" 3. THE ARCHITECT, GENERAL CONTRACTOR AND OWNER WILL INSURE THAT FLOORING IS LEVEL WITHIN tl /B" IN • Q DETAIL 8' -0" AND THAT THE FLOORING IS CONTINUOUS. • DETAIL A • I DETAIL B T 3/8" = 1' -0" SCOT 1/2" = 1' -0" SCOT 7 . • N. T.S: 4. THE LAYOUT SHOWN IS DRAWN PER t HUSSEY ATINC CO. INTEgRPRETATION OF: ®C 2002 /•ICC 300 • . IF. THE APPLICABLE CODE IS DIFFERENT THAN THE ONE STATED.. PLEASE INDICATE ON THE LINE PROVIDED: • IF NO OTHER CODE IS INDICATED. IT IS ASSUMED THAT THE DEALER /ARCHITECT IS AWARE OF THE CODE APPLIED I TO THE LAYOUT SHOWN, AND THAT HUSSEY SEATING Co. • CANNOT BE HELD RESPONSIBLE IF ANY DEVIATION OCCURS. . • • '1 5. HUSSEY SEATING COMPANY STRIVES TO CONTINUOUSLY I IMPROVE ITS PRODUCT AND MANUFACTURING METHODS. THE COMPANY RESERVES THE RIGHT TO MAKE CHANGES WITHOUT NOTICE WHEN. IN THE OPINION OF THE COMPANY. SUCH CHANGES IMPROVE THE PRODUCT OR ITS PERFORMANCE BANK SUMMARY Q BANK: A MODEL: MAXAM PLUS (WALL ATTACHED) , • 1' -5 7/16"—•-• f RISE:9 5/8" ROW SPACING: 33" f TIERS: 7 1 -5 7/16 "y f • . . I' Q Yp 8/08 UPDATE BANK SUMMARY. UPDATED BLOCKS T� 1 ' - 4 1/2" f SAFETY WALK NOTE REV. CHIC DATE DESCRIPTION REVISIONS OY = YELLOW SAFETY WALK i 7 7/16" O Y •• YELLOW SAFETY WALK DENOTES A CHANGE IN RISE AND 7/16" t • OR RUN OF THE AISLE. I •• ONLY YELLOW SAFETY WALK SHALL BE USED ON THE O ,- FRONT OF THE STEP THAT HAS BEEN MARKED ON THE i 4 13/16" f t I1 DRAWING IN ADDITION TO THE BLACK SAFETY WALK STRIPS Y .� lj SUPPLIED PER STEP, ALL OTHER NOSES AND STEPS TO 4 13/16" f '. C) ■ HAVE BLACK SAFETY WALK. I 4. I F FIE CONSTRUCTION: D SSUMMA (R 55]I FIELD CHECK) I WALL CONSTRUCTION: CONCRETE . ATTACHMENT TYPE: FLOOR i I I Red Check 4 44 4 444 1 BF _ Date: I By _ Date: • I DETAIL 0 I ((gg NOR —PAC SEATING • P.O. 805 JAWS STREET . (3) -OB0 SUITE 101 FA % (253) 25 857 852 -OBN 1 KENT. WASIHWGTON 98032 E -MAIL holt.•dx0o11Hfabd.nel DETAILS I- - BROADWAY ROSE THEATER TIGARD, OREGON • i DRAWN BY :RMG DAT 7 /10/08 • CHAD BY: KM DATE: 7/10/08 • SCALE: AS NOTED I ' ) . CAD NO. JOB NO. DRAWING NO. Lost Modified: Aug 04, 2008 - 2:33pm Plotted on: Aug 04, 2008 - 3:03pm I 1 59576 159576/595801 DTO1 I . i 1 • 1 . . • • HUSSEY SEATING COMPANY �� .�: , • • I -- �..n.. for s eating, soluti . . -- J8 °TER STRCCT.EXF ._. . NORTH BERNICK. ME 03906 • - TELEPHONE: (207) 676 -2271 FAX: (207) 676 -9690 . IMPORTANT THIS PLAN HAS BEEN DRAWN IN ACCORDANCE WITH THE • . INFORMATION SUPPUED BY THE ARCHITECT. AND /OR DEALER. HUSSEY SEATING Co. DOES NOT ACCEPT ANY RESPONSIBIUTY FOR THE ACCURACY. OR RELEVANCE. • • 21 1/2 [546mm] i • SU SHOULD ED WITHOUT ANY E APPROVAL OF SEATING CO. • • 14 1/2 [368mm] ARM CAP , GENERAL NOTES 1. DEALER WILL VERIFY AU. DIMENSIONS AND INFORMATION ARMREST BASE SHOWN, INSURE THAT ALL FIELD CHECKED INTERMEDIATE DIMENSIONS EOUAL THEIR CORRESPONDING OVERALL I .� I DIMENSION, AND RETURN THIS DRAWNG WITH THE APPROPRIATE SIGNATURES FOR FURTHER ACTION. THIS VIEW IS USED TO SHOW AVAILABLE CHAIR SPACING. �� • IT DOES NOT REFLECT THE LAYOUT USED ON THIS PROJECT 2. HUSSEY SEATING AND UP YING E DUC RESPONSIBILITY FOR • ARMREST SUPPORT MANUFACTURING AND SUPPLYING PRODUCT ACCORDING 1 TO THIS DRAWING AND APPROVAL. • • _ 18' 457 19' 483 20' 508 21' 533 2Y 559mm . 3. THE ARCHITECT, GENERAL CONTRACTOR AND OWNER �I [ mm ]. [ mm ] [ mm ] [ mm ] [ 7 1 - • VALL INSURE THAT FLOORING IS LEVEL WITHIN tI /8r IN •••• _ ' _ Tr AND THAT THE FLOORING IS CONTINUOUS. • C . '` I SEAT NUMBER 4. THE LAYOUT SHOWN IS DRAWN PER ` - - . HUSSEY SEATING CO. INTERPRETATION OF: 17 1/2 [445mm] • 1. 12•• � IBC 2002 / ICC 300 I I F THE APPLICABLE CODE IS DIFFERENT THAN THE ONE ROW LETTER STATED PLEASE ON THE LINE PROVIDED I IF NO OTHER CODE IS INDICATED. IT IS ASSUMED THAT I' � THE DEALER /ARCHITECT IS AWARE OF THE CODE APPLIED 10 THE LATOUT MELD RESPONSIBLE SHOWN. AND TFIAT A" ANY HUSSEY SEATING DE NATION Co. 10 1•01 CANNOT BE I li OCCURS. I 5. HUSSEY SEATING COMPANY STRIVES TO CONTINUOUSLY • r I IMPROVE ITS PRODUCT AND MANUFACTURING METHODS. • E COMPANY RESERVES THE RIGHT TO MAKE CHANCES • . OPTIONAL ROW LETTER I I I I I I ( WI NOTICE WHEN, IN THE OPINION. OF THE 111 it UI II N II I COMPANY SUCH .CHANGES IMPROVE THE PRODUCT OR �l ��. ,; :.I-�� ■■■ IT'S PERFORMANCE. �� fa La m I BANK SUMMARY SHOWN' ON A MAXAM PLUS DECK p Q� Q ` Q - ❑ � A BANK: A • 33' ROW SPACING 11 5 /8" RISE MODEL: MAXAM PLUS (WALL ATTACHED) ,. - ] RISE:9 5/8' ROW SPACING:33' I r I TIERS:7 • • - S EMI- AUTOMATE OPERATION . NOTE: 18" CHAIR . MODULES DO NOT HAVE ARMREST • . Q U, 8/08 UPDATE BANK SUMMARY, UPDATED FINISHES . I ■ REV. - CPR DATE DESCRIPTION • REVISIONS I I • • • FIELD SUMMARY•(REOUIRED WJjj1 FIELD CHECK) FLOOR CONSTRUCTION: CONCRETE ' WALL CONSTRUCTION: CONCRETE ATTACHMENT TYPE: FLOOR . Field Check Appay Lost Modified: Aug 04, 2008 - 2:33pm Plotted on: Aug 04, 2008 - 3:04pm BY - Dote: By Dote . NOR —PAC SEATING P.O. 80X ess (98075 • 1 METRO FINISH SCHEDULE I SIIlT 03 J AMES sT m (253) 85__ 1 B SEATS FABRIC BEAM SUPPORT TYPE ARMREST ASSY OPTIONS ACCESSORIES KENT, WASI@UGTON 98077 E - MAIL: hmkmeife0^ll el ❑ POLYMER 0 POLYMER 1 ARM CAP ARMCAP BAs' /ACCENT COLOR METRO .CHAIR & FINISH DETAIL ❑ PADDED • PADDED FABRIC TYPE: ROSSFTT(BUBf,AND_Y 0 MANUAL ARMREST SUPPORT I AL W/ UNLOCK ASSIST BAR ■SEAT �'s BROADWAY ROSE THEATER FABRIC COLOR:ROSSFTT1_@{URGANDY Q ■ROW LETTERS .ARM LOCATION I I TIGARD OREGON • • Pq YM POWDER COAT COLOR O ENVELOPED ■ SEMI AUTOMATE GRAPHITE La DRAWN BY:R D ATE OROW LETTERS - BEAM LOCATION • DATE: 7 /10/0 ■WOOD MAPLE Q °POLYMER CUPHOLDER I 8 • POLYMER COLOR A SEAT ACCENT COLOR GRAPHITE (POLYMER & PADDED SEATS ONLY( °DONOR PLATES cHK) Br:• K.1D DATE: 7/ 1 ()/08 •GRAPHITE A ❑PLATINUM °UPHOLSTERE COLOR (WHEN APPLICABLE( ' ° CUP HOLDERS - SCALE: AS NOTED °NON UV OUV COLOR (WHIN APPLICABLE) GRAPHITE I ❑ATTIC STOCK CAD NO. JOB NO. DRAMANC NO. °TITANIUM ❑OTHER FINISH = BLACK BRIGHTON WALNUT Q I °FLAME RETARDENT OTHER COLOR I 59576 59576/59580 DT02 .\ . ■ ,µ • UILDING DIVISI ®lit k. ..T caiz>D: SHOP DRAWINGS TRANSMITTAL LETTER I TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION FROM: COMPANY: PHONE: By RE: 12850 SW GRANTAVE. BUP2007 -00433 (Site Address) (Permit/Case Number) BROADWAY ROSE (Project name or subdivision name and lot number) Structural Plan Review Item #: 23 ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description; .: .: ; Copies I ;Description: Light gauge steel framing Reinforcing steel Steel decking Structural & miscellaneous steel 1 Other (explain): ROOF WOOD JOIST AND GLULAM BEAMS SHOP DRAWINGS 77 ib. LIN( r 7 /08 , re v` i Shop drawings are stamped and signed by the design professional in responsible charge as t o Y g p p g a having been reviewed and found to be in general conformance to the design of the building. • 1: \Building \Forms \Transmittal Letter- ShopDrawings.doc 11/27/07 Broadway Rose Structural Glulam Details Doug Fir Combination 24F — V8 Fabricated by American Glulam Company, Drain Oregon Waterproof Glue Industrial Finish Glulams 1 -10 OPEN TO j--------- OFFICE 25 m , SEE A6.01 I J � VOID Zcn 4t?P_ !Lc , /zoo rb 3 56 J 1� lG - I I M ECI -I cc-`),_.'6 , l C) Pig 42 MEZZ. *°g,, MAIAPF.>I 1►.�-� r'' 'v v r it �� ,--/1-- i.A.Aiik A 1.4% v All'Akid""k . '-7—j===i'- I r 0 4 4 . . . . . •AVI'■ ■ ■ CON TROL kok.A kAA.1::::::: '674,,Acmgcti 43 ' Ff$74"Arf q44.4 H:',4V.:-.1: 144A MI..' OPEN TO 00V; i144'1 mum, CONF. 34 r 4 4 �,O� A � A A A •.•. A © SEE A6.01 X Ntil F : : : : . 1 4 P O 441 1L4L4k ► r.. LitAll L.A.A1 . i. - - - , 0.41.4 14.111.4 , A...^A v vir 1r 1r v • 2,01D\ 2 11.-- .7- :. 7-c. ETC ARCHITECTURAL iinison® 12� Dimming Racks DR Series ORDERING INFORMATION (0) 120 Volt - DR Racks Model# Description C� DR6 -12 -120 6 module rack - 120 Volt (12 circuits) DR12 -24 -120 12 module rack - 120 Volt (24 circuits) 4 0 0 DR12 -48 -120* (2) 12 module racks - Volt (48 circuits) •In 48 channel configurations. (2) 12 module racks are cross - bussed using Ax Series main lug or main breaker enclosure. 0 120 Volt _AX Racks 4 0 Model# Description 0 I I AX6 -M -120 -1 Auxiliary Rack with 200A Main Breaker for DR6 - 1e, 3W 4 0 AX6 -M -120 -3 Auxiliary Rack with 100A Main Breaker for DR6 - 30, 4W 0 o. AX12 -M -120 -1 Auxiliary Rack with 400A Main Breaker for DR12 - le, 3W 0 ) ".1 AX12 -M -120 -3 Auxiliary Rack with 200A Main Breaker for DR12 - 30, 4W' 0 1 AX12X -M -120 -3 Auxiliary Rack with 400A Main Breaker for (2) DR12 - 30, 4W AX12X -ML -120 -1 Auxiliary Rack with Cross -bus for (2) DR12 - 600A -1e, 3W AX12X -ML -120 -3 Auxiliary Rack with Main Lug for (2) DR12 - 400A - 3o, 4W• J 'See Options /Accessories for reduced current trip plug options. Control Modules Model# Description Unison DR6 CMd Control module with dimming processor* (DMX only) CMEd Control module with dimming and station processor* `A (d) dimming processor is required in every rack. One (E) station processor is GENERAL INFORMATION required in each system using Unison stations. Unison dimming, from ETC — low cost, flexible, modular Options and Accessories dimming for architectural and theatrical lighting Model# Description control applications. ARCH Architectural Option Board (used in all stations) APPLICATIONS Churches FLO Fluorescent Option Board (4 -wire) Hotels 1PH6 Single phase strap kit for DR6 Convention Centers 1PH12 Single phase strap kit for DR12 Theatres BYP Bypass Option Board (for supplimented egress lighting) Schools 100ATP 100 Arnp trip plug for AX12 MCB Rac.k Restaurants 200ATP 200 Arnp trip plug for AX12X MCB Rack FEATURES Low profile rack STD Floor mounting stand for DR rack Fully pre -wired USI -I /0 Dry contact closure 8/in -8 /out Easy installation, configuration RS232 RS232 interface (in) and operation Scalable modular processing Compatible Dimming Modules Backlit control electronics Single phase option Model# Description Main breaker and bypass options L10 Dual 10A Low Wattage Module 100V -120V 350pS Integral RS232 interface L1OF Dual 10A Fluorescent Low Wattage Module 100V -120V 350pS Dry contact interface D15 Dual 15A Universal Module 100V -120V 350pS Supports Dimmer Doubling' D15E Dual 15A Universal Module 100V -120V 500pS Controls incandescent, flourescent, D15F Single 15A Fluorescent Module (3 wire) 100V -120V low voltage, neon, and cold cathode R15 Dual 15A Relay Module load types CC15 Dual 15A Constant Circuit GENERAL Available in 100, 120, 230 and D20 Dual 20A Universal Module 100V -120V 350pS 277 Volt systems D2OE Dual 20A Universal Module 100V -120V 500pS 6, 12 and 24 dual module configurations D2OF Single 20A Fluorescent Module (3 wire) 100V -120V DR6 -12, DR12 -24, DR12 -48. R20 Dual 20A Relay Module For use with ETC - Unison dual and single CC20 Dual 20A Constant Circuit density dimmer modules AFM Airflow Module Controls incandescent, low voltage, -- - fluorescent, neon, and cold cathode load types Ambient Temperature 32.104 °F /0 -40 °C :: Ambient Humidity { ,. : :: 30 - 90° non - condensing u .• : •.•.•.• UL and cUL Listed, CE Marked Architectural • SPECIFICATIONS MECHANICAL Welded 18 -gauge formed steel construction ARCHITECTURAL Station processors accept Echelon Link Surface or floor mount stand STATION Power control signals from stations and Hinged, lockable full- height door with PROCESSOR remote interfaces electrostatic air filter Link Power network utilizes polarity - Fine textured, scratch resistant, gray epoxy paint independent, low voltage Class II twisted Integral low -noise fan pair wiring: Belden type 8471 (unshielded) Modular control electronics w/ backlit 20 Belden 8719 (shielded) character LCD 1500' (500m) wiring limit without the use of ELECTRICAL 100, 120, 230, and 277 Volt, 3 phase systems - a repeater voltage range tolerances 10% Repeater (REP) Option module increases wire 1 phase option kit (120 and 230 Volt only) length in increments of 1500' (500m). 50 -60Hz. Operating frequency Configuration through Light Manager System DR6 Rack: software 10,000 AIC fault current protection at Station configuration and program information p stored in flash memory 208/120VoIt, three phase 3.5" floppy disk drive for loading configurations 173 /10OVolt, three phase Controls 512 dimmers x 512 zones with 32 14,000 AIC protection at 277 /48OVolt, three phase stations - 4 LCDs maximum. DR12 Rack: Use Repeater Option module to increase station count in increments of 32. 22,500 AIC fault current protection at RACK ARCH - Architectural Option Board supports 208 /120VoIt, three phase OPTIONS termination of Unison stations, DMX, Auxiliary 173 /100Volt, three phase power and RS232 communications. 65,000 AIC at 208 /120VoIt, three phase FLO - Fluorescent Option Board provides when installed using AX Auxilliary Rack 24 outputs for control of 4 -wire (0- 10vdc) with M option - Main Breaker fluorescent ballasts (Contact factory for approved ballast manufacturers). Main lugs accept maximum 400 MCM wire BYP - Bypass Option Board senses loss of Normal (205 mm2) power and drives selected loads to full bright. Load terminals accept maximum #8 AWG wire (10 mm2) AX Racks equipped with breakers sized for maximum load capacity Lower rated trip plug options available CONTROL Control Module (CM) houses dimming and MODULE architectural station processors. Contains a nine - button membrane overlay and a two -line by 20 character LCD for system configuration, testing and diagnostics DIMMING Utilizes industry standard DMX -512 control PROCESSOR protocol Data input switches for initialization and configuration Configuration stored in non - volatile flash memory 01'106/2008 15:31 5036911879 ARROW PAGE 0 2 COq 3 3 iZ; dg.;c4.3 rEa. WIT ■P 0 go (- ---- INV r;• 94 PROI Room 1•OIft-7 4 *IONIC if7a R T 2 5 19 64.17,KVI it r_T 1 ,1 1 1J- 11 .1 - _ HVAC ROOF PLAN NTS 118/.1161211118 15:31 511311 118Iy AKKUW rAUt Ui ARROW MECHANICAL CONTRACTORS, INC. 10330 SW TUALATIN RD. TUALATIN, OREGON 97062 PHONE: (503) 692 -1565 FAX: (503) 691 -1879 DATE: 8 -6 -2008 NUMBER OF PAGES: 3 (including cover sheet) COMPANY: Enders Electric, Inc. ® Please call ® Fax transmittal ❑ Mail transmittal ATTENTION: Al ❑ Hand delivered transmittal PHONE: 503 626 -4813 ❑ Please return sets of approved FAX: 503 646 -3871 drawings and / or submittals to our office FROM: Derek Lingar PROJECT: The Broadway Rose COMMENTS: 1. GP -1 Gas pack unit located on the S.E. lower roof above the new office area. MCA = 34.5 at 208/230/3. 2. GP -2 Gas pack unit located on the upper roof above the existing mechanical room. MCA = 148 at 208/230/3. 3. F -1 Furnace located in the mechanical room. MCA = 11.7 at 115v/1. 4. CU -1 A/C unit for furnace on upper roof above the existing mechanical room. MCA = 18.7 at 208/230/3. 5. GP -3 Gas pack unit located on the upper roof above the new concessions area. MCA = 34.5 at 208/230/3. 6. GP -4 Gas pack unit located on the upper roof above the new concessions area. MCA = 28.5 at 208/230/3. 7. (2) Bathroom Ceiling Exhaust Fans 115V / 1 -Phase 8. (1) Janitors room Ceiling Exhaust Fan 115v / 1 -Phase 9. (1) Shop Gas Fired Unit Heater 115v / 1 -Phase esi s " 1 theater planners lighting consultants Memo To: Scott VanMele / Enders Electric Cc: file Project: Broadway Rose Theater - Tigard, OR Subject: Subject Date: Performing Arts Venues, Lighting and "intended load" From: K. Paul Luntsford, LC, MIES Scott, per your request I wanted to clarify and amplify the information on the drawings and make sure there is a clear understanding of the nature of lighting loads in a performance space. The NEC talks about "intended load" being used to calculate feeder and service size, but does not adequately define the term. Many inspection professionals have come to define the term as the predictable actual load on the system when used in accordance with the regular and natural use of the lighting system AS a performing arts space. This means it is not the load rating, nor is it the minimum load, but the usual maximum load under normal circumstances of use. Many inspection professionals agree that the opinion of a seasoned Theater Consultant regarding the nature and depth of the lighting use in a performance space is an adequate predictor of the probable "intended load ". The process used to come up with this value for feeders and the service originates in an evaluation of the following criteria: 1. What is the "throw distance" for the stage light, and hence, the wattage requirement for each lamp for each type of stage fixture in each lighting zone? 2. What are the maximum wattages available for each type of stage lighting fixture that would reasonably be used in each stage lighting zone for the facility? 3. Based on the type of performance facility and expected types of performance (symphony versus musical theater, for example), what quantity of fixtures can be expected to be on at the same time? (Given the inherent nature of stage lighting, it changes from scene to scene and uses different fixtures and combinations to do so) Based on our knowledge of this theater arts organization, the size and nature of the space, and the limitations that are inherent in the dimming system itself, we would easily support a definition of probable "intended load" for the Broadway Rose Theater as follows: 1. Maximum of a single 750 watt stage lighting fixture in each lighting outlet. For the dimmer bars, this is only 1500 watts on a 20 amp circuit, because each bar has (2) 10A dimmers with 10A breakers each, sharing a 20A phase, with 3 phases per bar, hence (6) outlets per dimmer bar, and the maximum wattage of the modern, specified frontal spots is 750W. 2. Approximately 2/3 of all stage lighting would be "on" at any given moment during a musical theater performance, for 15 to 30 minutes duration between scenes. 3. House lighting is highly not likely to be on when a show is in process. It would violate fundamental theater practice. 4. According to code definitions, and the nature of use, most inspection professional tell us that Stage lighting is not a continuous load. 7252 sw 204th ave . suite 2 . aloha, oregon 97007 page 1 of 2 ph: 503.642.2168 fax: 503.649.6882 paul ©pladesigns.com Memo date: Performing Arts Venues, Lighting and "intended load" Broadway Rose Theater - Tigard, OR from: K. Paul Luntsford, LC, MIES I hope that this information is helpful to you. While certainly not an Electrical PE, as a theater and lighting design professional for 32 years, I do feel qualified to make a confident, educated approximation of how lighting loads behave in a performing arts space. Therefore, if you need further clarification, please feel free to contact me. Regards, PLA Designs, Inc. K. Paul Luntsford President [ principal E:T.N Panelboards 14 -13 Pow -R -Line C Panelboards July 2007 Technical Data and Specifications J / i C. �, , 1 7 --C o 2-'k, Series Rating Tables Table 14- 6.120/240 Volts ac — Breaker/Breaker Series Ratings 1 Main devices are shown centered at top, in shaded area. Respective branch devices shown directly below. Main Series Equipment Rating — kA Symmetrical Breaker 18 22 42 65 100 200 Maximum Amperes 100 EHD QBHW GB, GHB FB-P FCL BA, BAB OPHW BA, BAB 8A, BAB BA, BAB BABRP BA, BAB BABRP BABRP BABRP BABRSP HQP BABRSP BABRSP BABRSP HQP QBGF HQP HOP HQP QBGF QPGF QBGF QBGF QBGF QBAF QBAF QPGF QPGF QPGF QBAG ()BAG QBAF QBAF QBAF QBAG QBAG QBAG OBHW OBHW QBHW QPHW OPHW QPHW EHD GB,GHB FD GHQ EHD FD HFD 150 FDB BA, BAB HQP QBGF QBAF QBAG 200 LA -P BA, BAB HQP QBHW 1 4 QPHW 4 EHD FD 225 EDS EDS ED, FD EDH,EDC HFD FOC FOC BA, BAB BA, BAB BA, BAB BA, BAB BA, BAB BA, BAB GB, GHB BABRP BABRP BABRP BABRP HQP HOP GHQ BABRSP BABRSP BABRSP BABRSP QBGF QBHW GHQRSP HQP HQP HQP HQP QBAF OPHW EHD QBGF QBGF QBGF QBGF QBAG FD QPGF QPGF QPGF QPGF QBHW HFD QBHGF QBHGF QBAF QBAF QPHW QPHGF QPHGF QBAG QBAG QBHGF QBHW QBHW QBHW GB, GHB QPHW QPHW QBHGF GHQ, GHQRSP QBAF QBAF EHD QBAG QBAG FD 250 JD,JDB HJO JDC HJD - JDC JDC BA 115 - 70 A) BA, BAB QBGF GB, GHB BA, BAB GB, GHB BAB (15 -70 A) HQP QPGF EHD HQP EHD HQP (15 -70 A) QBHW QBAF FD QBHW FD QBHW QPHW QBAG QPHW HFD QPHW EHD 400 DK, KD DK, KD , HKD, CHKD DK, KD KDC HKD KDC KDC LCL KDB KDB,CKD BA(15 -70 Al KDB BA(15 -70 A) CHKD OBHW GB, GHB BA, BAB BA, BAB BA(15 -70 A) BAB (15 -70 A) t BAB (15 -70 A) GB,GHB QPHW EHD HOP BABRP BAB (15 -70 A) BABRP EHD HOP (15 - 70 A) EHD FD QBGF BABRSP BABRP BABRSP FD HFD QPGF HQP BABRSP HQP (15 - 70 A) QBAF QBGF HQP (15 -70 A) QBHW QBAG QPGF QBHW QPHW OBHW QBAF QPHW QPHW QBAG GB, GHB EHD FD HFD 600 CHLD, HLD EHD 800 HMDL EHD 1200 HND EHD CA08101001 E For more information visit: www.eaton.com rsLI anelboa M , 'Wr W r-. • y Prds r 4.:1 w' Pow'`'R P.anelb "oards'y U Y� July 2001 11.: .w —.... u'tt� %- ez'NuiT t�'wrl rmi5..fY?Jk Technical Data and Specifications Table 14 -7. (Continued) 240 Volts ac — Breaker/Breaker Series Ratings For 1- and 2 -pole 120/240 volt rated breakers (BA, BAB, HQP, QBHW, QPHW), see Table 14 -6. Main devices are shown centered at top, in shaded area. Respect branch devices shown directly below. Main Series Equipment Rating — kA Symmetrical Breaker 65 100 200 Maximum Amperes 400 r s DK,KD KDB HKD CHKD , 4 : ....., r ICDC LCL QBHW_H O QBHW_H GB, GH BAB_H BAB_H QPHW _ H (;: QPNW_H EHD HQP ii .P_H GB, GHB FDB QBHW_H QBHW_H EHD FD QPHW H OPHW_H FDB HFD, EDB, EDS GB, GHB EHD FD,EDB,EDS ED EHD FDB ED EDH FDB JD, JDB JD, JDB FD, HFD, EDB, EDS DK, KD, KDB HJD ED DK, KD, KDB EDH HKD JD, JDB HJD DK, KD, KDB HKD 500 JD, JDB KD, KDB, DK CKD 600 H LD H CHID,: LDC' GB'. , GHB r EDB, EDS, ED FD, EDB, EDS EDH ED, EHD JD, JDB KD, KDB, DK, CKD LD LDB 4 . �4 . 800 Px 1 YBPnta „_;HMDL.I.: KD, KDB, DK EHD FD 1200 d HND CHND ° } „ NDC EDB, EDS, ED EDB, EDS, ED EHD EDH 2500 ' ,RDA- ��ag.�: RDC , ..` EDB, EDS, ED EDB, EDS, ED EDH 6) Valid on 2- and 3 -pole breakers only. Not valid for 1 -pole. CA08101001E For more information visit: www.eaton.com 72 1,�'� Cr ( 3 3 J , -- 200 1-- XXQ Z( , General Information (Section 1 of 1) Main Lugs Only Service Voltage: 208Y/120V 3Ph 4W Enclosure: Type I I 225A Bus Rating & Type: 225A Aluminum Neutral Rating: 225A I • Ground Bar: Std. Bolted Aluminum, Al or Cu cable .:. _._... S.C. Rating: 65k A.I.C.Series Rated t BAB1020 BAB1020 2 Main Device Type: MLO- Upstream ED - Tap Cable Entry 3 BAB1020 :^ BAB1020 4 . - tom- Plain Terminals: Mechanical • (1) 46 - 300 kcmil (Cu/Ali • 5 BAB1020 1 BAB1020 1 I Neutral Terminals: Mechanical - (1) 46 -300 kcmil (Cu/A1) BAB1020 .S BAB1020 a Box Catalog No.: EZB2042R x�. Trim: EZ Trim, Door in Door, Concealed Hardware cEZT20 - 12S ? 9 1 8A81020 1 BAB1020 1c l: BAB1020 BAB1020 1 IC Surface Mounted 13 BAB1020 " BAB1020 i. i Box Dimensions: 42' [1066.8mmjH x 20" [508,0mmjW x 5.75" [146.0:nm;D 15 8AB102Q' BAB1020 iE Min. Gutter Size: Top = 5.5" [139.7mm) Bottom = 5.5" [139.7mm; , r BAB1020 „ BAB1020 tc Left = 6.0" [152.4mml Right = 6.0" [152.4rnmj t9 BAB1020 0 BAB1020 27 Panel ID Nameplate: (1) SHOP BAB1020 �` BAB1020 Z. Type: Plastic, adhesive backed (2) 208Y/120V 3Ph 4W • ?r j 2 ,.,. A 8 iQ D Cotor. White with Black Letters (3) 23 1, BAB1020 ?tBAB1020 2. ' § NEC Lighting & Appliance, UL CTL ***Non- Interchangeable Main Device "" ?5 B _ AB7020 BA81020, 21, • • ?7 BAB1020 >; BAB1020 l 2 Seismic Label (Zone 4 Oualified) • ;29 — TBAB1020 if BAB1020 aC i Trim Lock:Standard Lock & Key (Keyed WEM2) 1r � BAB1020 _= __ Com BAB1020 3.` Circuit plet Qe irectoryPtastic Assembly Sleeve with Card ,' .. • = 33 ,Empiw0 BAB1020 :. is [ BAB t 020 a BAB1020 sr, 37 1 BAB 1020 ;l BAB1020 j 3r, 39 l BAB 1020 r BAB 1 O 4c it BAB1020 iI BAB1020 4.^ l n „ Blank Cover I 2 inches , Device Modifications: E Branch Devices Ref # Description Qty Poles Trip Frame Amps KAIC 42 1 20 BAD 100 65 Notes The information on this PREPAR1D BY JAf'c document is created by Eaton 1540 07121/08 ` Eaton Corporation Corporation. it is disclosed 1...._ .. _ . ..._ ................__.. __ __ ._..; in confidence and it is only I APPROVE° BY DAM JOB uA Broadway Rose to be used for the purpose in I 07/21/08 ' Di WI.41Af C'•7 SHOP . which it is supplied. i.____ _ .._ .. .. _,.___.._.. . 64 I PRL1a Customer Approval i:r_ ALT NtATEil rirvisinri DWG 83:T ae. . i“ %1 ; i ,." 15400718H601 -0000 A 1 CF 1 General Information (Section 1 of 1) i Main Lugs Only Service Voltage: 208Y/120V 3Ph 4W Enclosure: Type - I 225A Bus Rating & Type: 225A Aluminum Neutral Rating: 225A Ground Bar: Std. Bolted Aturninuni, Al or Cu cable S.C. Rating: 65k A.I.C.Series Rated ,4-1---frAlm,5=- 2 3 BAB1020 —, BAB1020• 4 Main Device Type: MLO-Upstream ED - Top Cable Entry ,1' •—■,AV■agl.t.171AWJK=:CZ Main Terminals: Mechanical - (1) 46-300 kcmil (CulAI) 5 1 BAB1020 i BAB162616 Neutral Terminals: Mechanical - (1) #6-300 kcinil (Cu/AI) • „,--,-,------- • xerroarassaram.nnapost-- 7 1 BA131 020 BAB1.020 1 5 Box Catalog No.: EZB2042R Trim: EZ Trim, Door in Door, Concealed Hardware (EZT2042F) • 9 '. BAB1020 , lc ..- . . .... , ....,, , 11 BAB1020 BAB1020 If, Flush Mounted 13 1 BAB1020 4 BAB1020 i-t Box Dimensions: 42" [1066.8mm]H x 20" [508.0mm1W x 5.75" (146.0mmjD 1 ; B A B 1 02 0 1 C Min. Gutter Size: Top =5.5" (139.7mm] Bottom = 5.5" [139.7mmj 'arer....— vas■i. 1 Left =0.0 [152.4mm] Right = 6.0" (152.4mm] i, 7 BAB 1020 ,t BAB1020 16 19 BA .81020 ,' BAB1020 a Panel ID Nameplate: (1) GL ..: - Type: Plastic, adhesive-backed (2) 208Y/120V 3Ph 4W , i).1 BAE31020 ; BAB.102q Color: White with Black Letters (3) • ...,— 23 BAB1020 IBAL1020 24 , NEC Lighting & Appliance, UL CTL ***Non -Interchangeable Main Device"' 25 BAB1020 '',1 BA81020 a , 27 BAB1020 BA81020 L ' • ' Seismic Label (Zone 4 Qualified) 29 BAB1020 , l BAB1020 r ; Triin Lock:Standard Lock & Key (Keyed WEM2) ,„ .......,.., - - n i3A81020 '..1 BAB1020 a: i Circuit Directory:Plastic Sleeve with Card ,... _ . , Complete Assembly 3 BAB1020 34 35 _E3AE31020 it BAB1020 & . : 37 BAB1020 ,. BAB1 o2p a . 1va r3A= i BAB1020 4( ;--...........;-- ,411:...i.,.: - ......x... gm', . 41 ' BAB1020 LBAB1020 1 4::i • .,.c...., . . I Blank Cover 2 inches .•. • , ........... - ' ........ _. Device Modifications: Branch Devices Ref # Description Qty Poles Trip Frame Amps Kittle 42 1 20 BAB 100 65 I Notes . .. ....... ... . . . . . 1The information on this I PREPAFiED BY DATE I document is created by Eaton !1540 07/21/08 I Eaton Corporation Corporation. It is disclosed I . - [,-- _ .. in confidence and it only i APPROVED BY DATE .105 NAME Broadway Rose is ,„ to be used for the purpose in 07/21/08 IDES:ma GL L t ... , ....._..... . which it is supplied. , _________._ . vErisioN I 1YFE I riSAYING rypE • i • 6.4 I PRLla 1 Approval ..,......._ _..._ , _ ,_. .. ... ...,........... _ ...._. ! /*GALT NIININER REVISION I DWG SIZE : G.O. 0 EM sHEFT 115400718H801-0000 A , 1 OF 1 E General Information (Section 1 of 2) i Service Voltage: 208Y /120V 3Ph 4W Enclosure: Type 1 Bus Rating & Type: 400A Aluminum Neutral Rating: 400A Blank Cover i Ground Bar. Std. Bolted Aluminum, Al or Cu cable S.C. Rating: 65k A.t.C.Series Elated i 2 inches Main Device Type: MLO- Upstream HKD Bottom Cable Entry Through-Feed Lugs Main Terminals: Mechanical (2) #4 -500 kcmil (CWAI) Neutral Terminals: Mechanical {2) i14 -500 kcmil (Cu/AI) 1 Through -Feed Lugs: Mechanical - (2) i-4 -500 kcmit (Cu/At) t, -- — [ 1 )3AB3020H BAB3020H 2 Box Catalog No.: EZB206OR 3 # Trim: EZ Trim, Door in Door, Concealed Hardware (EZf2060S) 5 f Surface Mounted 7 AB3020H.8AB3020 8 s i lr Box Dimensions: 60" (1524.0mm]H x 20" [508.0mm)W x 5.75" [1466.0min D 33'1 :z Min. Gutter Size: Top = 5.5° [139.7mm] Bottom = 5.5° [139.7mm) 13 BAB302fl1 f.BAB3020 t Lett = 6.0" [152.4mmj Piglet = 6.01 152 4mtn? • 5 i 1 IC Panel ID Nameplate: (1) SL -1 / SL -2 (sec 1) �tl_ Type: Plastic, adhesive - backed (2) 208Y/120V 3Ph 4W • • is SA83020H;BAB3020H1 x Color: White with Black Letters (3) 1u t UL 'Non- Interchangeable Main Device ' 73 1 2 - Seismic Label (Zone 4 Qualified) 15 $AB3020H AB3 2 Trim Lock:Standard Lock & Key (Keyed WEM2) ' 7 1 2s Circuit DirectonrPiastic Sleeve with Card i g __ — ;r t Complete Assembly • gg30 p BAB30201 Hi • 57 ' AB3020KBAB30201- • o4 [ ) a• ..... I 31 _atiMeNtE4 Main Lugs Only i 400A j i Device Modifications: Branch Devices Ref # Description Qty Poles Trip Frame Amps KAIC 14 3 20 BAB 100 65 i Notes The information on this I PREPARED BY DATE ' i document is created by Eaton ( 1 07/21/08 ( Eaton Corporation I Corporation. It is disclosed I In Confidence and It is only APPROVED 13V DA rE JOB NAME Broadway Rose to be used for the purpose in 07/21/08 t OOSIGNA SL -1 1 S L -2 which it is supplied. t ,_..... _ _ _........._ ... _ _.. __ .— _ — I VE145it t i T K DRALVM O TYPE 6 . 1 IPRL1a ;Customer Approval NFG -ALT NUMI3tf REViSiO'4 rn&GS12:E • a . ' ITEM SriEET 15400718H801-0000 A 1 aF i • { General Information (Section 2 of 2) I Service Voltage: 208Y/120V 3Ph 4W Enclosure: Type 1 Bus Rating & Type: 400A Aluminum Neutral Rating: 400A Main Lugs Only Ground Bar: Std. Bolted Aluminum, Al or Cu cable g y , S.C. Rating: 65k A.I.C.Series Rated 400A Main Device Type: Main Lugs Oniy - Top Cable Entry 1 3 OaHW3100H ,: AB3020 4 ' Main Terminals: Mechanical -12) 04.500 kcmil (Cu /AI) u Neutral Terminals: Mechanical - (2) 04 -500 kcmil (Cu /Ai) . 15 Box Catalog No.: No Box Box provided by distributor • :7 at Trim: EZ Trim, Door in Door. Concealed Hardware (E! f2Uu0s) 49 : AB3020H .: A83020 st . i, s; Surface Mounted "3 5- Box Dimensions: 60" [1524.0: m)H x 20" [508.0mrr1]W x 5.75" [146.011uni ) 15 : : ' Bp :1 r. - St Min. Gutter Size: Top = 5.5" [139.7nun] Bottom = 5.5" [139.7min] >> : ~: r tr : • B • • st Left = 6.0" [152.4mmJ Right = 6.0" (152.4mm] ss BAB1020 BAB1020 Cr I Panel ID Nameplate: (1) SL -1 / SL -2 (sec 2) i1 : • : 04.i ,.B r r s:; 1 7 Plastic, adhesive - backed - ' Type: (2) 208Y/120V 3Ph 4W • BAB1020, BAB1. 6 o Color. White with Black Letters (3) 35 . BAB1 ' - 1O et ' NEC Lighting & Appliance, UL CTL " "Non- Interchangeable Main Device*" ' " :1'.' BAB 0 r 61 • BAB1020 . BAB1020 Ie J' :i?1• 0 1 BAB1121 Seismic Label (Zone 4 Qualified) . ' BAB1 r20 BAB1 • • 7+ : Trirn Lock:Standard Lock & Key (Keyed WEM2) 's B • :10 0 , ,A131929 7( Circuit Directory:Plastic Sleeve With Card • BA +1.20 BAB10 0 71 • "9 ' '2r:... :10. } w 33 PROV PROV 84 Blank Cover NIMONIONINV Blank Cover 11 inches Device Modifications: Branch Devices . j Ref # Description ! Qty Poles Trip Frame Amps KAIC 3 3 20 BAB 100 65 28 1 20 BAB 100 65 1 3 100 OBHW 100 65 2 1 PROV i " • Notes I i The information on this PREPARED BY DATE !document is created by Eaton 1540 08/06/08 Eaton Corporation !Corporation. It is disclosed . in confidence and it is only APPROVED BY DATE J06 NAME Broadway Rose to be used for the purpose in 08/06/08 DES,GNAnON SL -1 / SL -2 j which it is supplied. 1– -- — — _____.._.__._.. __.__,_.........._.....__._._ _...._..__. _..._---.._. ._......._.._- __......_....,... _. _ . i VERSION TYPE i DRAWING TYi'E 6 4 j PRL1a ;Customer Approval • ■ NEG•ALT NUhl&35H REVISION I DWG SZF. G.U. (IDA S -1 . 1540071814801 -0001 A 1 OF i General Information (Section 1 of 1) Main Lugs Only i Service Voltage: 208Y/120V 3Ph 4W Enclosure: Type 1 225A Bus Rating & Type: 225A Aluminum Neutral Rating: 225A Ground Bar: Std. Bolted Aluminum. Al or Cu cable , S.C. Rating: 10k A.I.C.Fully Rated 1IBAB3060H'ItAB3060H 2 3 4 Main Device Type: Main Lugs Only - Top Cable Entry • i Main Terminals: Mechanical - (1) 46-300 kcmil (Cu/AI) 5 e 1 Neutral Terminals: Mechanical - (1) 46-300 kcmil (Cu /AI) 7 BAB3050H':AB3050H a Box Catalog No.: No Box Box provided by distributor Trim: E2 Trim, Door in Door, Concealed Hardware (EZT2O42S) i e 1C j 1 1; Surface Mounted 13 BAB1020 BAB1020 1< Box Dimensions: 42" (1066.8mmJH x 20' (508.0rnrniW x 5.75" [146.Omrn]D 15 BAB1020 BAB1020 to Min. Gutter Size: Top = 5.5" [139.7mrn] Bottom = 5.5" (I39.7nunl 17 BAB1020 ` BAB1020 tE Left = 6.0' (152.4mm] Right = 6.0" [152.4rnmj 19 BAB1020 BAB1020 2( Panel ID Nameplate: (1) HVAC ?t BAB1020 BAB1020 2i ' Type: Plastic, adhesive- backed (2) 208Y/120V 3Ph 4W Color: White with Black Letters (3) BAB1020 BAB1020 2d z5 BAB1020 . 8 AB1020 u NEC Lighting & Appliance, UL CTL "'Non - Interchangeable Main Device"' zr BAB1020 • BAB1020 26 __.__..- .. _.. . Seismic Label (Zone 4 Qualified) .?e BAB1020 BAB1020 3C Trim Lock:Standard Lock & Key (Keyed WE M2) 31 BAB1020 . BAB1020 3i ' Circuit Directory:Plastic Sleeve with Card 33 BAB1020 BAB1020 3<' I 35 BAB1020 BAB1020 3E ,37 BAB1020 BAB1020 36 i 19 BAB1020 BAB1020 4C 41 BAB1020 ". BAB1020 4K Blank Cover 2 inches Device Modifications: i Branch Devices Ref # Description i Qty Poles Trip Frame Amps KAIC 30 1 20 BAB 100 10 . 2 3 50 BAB 100 10 2 3 60 BAB 100 10 i Notes - T — The information on this PREPARED BY DATE I document is created by Eaton 1540 08/07108 I Eaton Corporation Corporation. It is disclosed _..__._..____. __. (- -__ -_._. _.._..._._.._._.__ ....____......_.._.._._..._._ __ in confidence and it Is only APPP..OVED BY DATE I J08 NAME Broadway Rose to be used for the purpose In I 08/07/08 1 DES8M AIiON HVAC which it is supplied. VERSION PIPE I Di - i Yrt ++ 6.4 PRLta ;Customer Approval N,,G AL1 NUMBER REVISION ONG SIZE ' G.O. Irc1.1 ....... -_ t,1 r,•; r 1 15400718H801 -0001 A 1 OF 1 Switchboard General Information Pow-R-Line C.-Specifications Quantity: 1 Alignment: Front Access! Front and Rear Align • Service: 208Y/120V. 3-Phase. 4-Wite MininiuM Interrupt Rating: 65 kA Bus Specifications Bus Amps: 1200 Bus Bracing Rating: 65kA • Neutral Amps: 1200 Bus Material: Aluminum Heat Test Aluminum Ground Bus Bolted To Frame, (t)'356 kcmil Ground Lug - ._ . ... Incoming Irtformation Incoming Entry: Bottom Incoming Location: Left Incoming Qty & Size: Terminal's, Mechanical, Bottom. See Utility Specifications ....,... • Structure Specifications Service Entrance Enclosure Type: Type 1 • Seismic Zone 4 Qualified Allow a minimum of an additional 6 in. on each end ol the switchboard for bolt down brackets (Seismic Anchoring). Refer to seismic installation data sheet 1A32007 and drawing 1 A32010 for details. Utility Specifications 1200 Amps Util. Mtr. Compt. - PORTLAND GENERAL ELECTRIC • Utility Service Requirements Page References: UGPS Per Page 345/346 LUGS (3) EUSERC Press Bolts ..., Enclosure properties Struct if Description/Modifications 1 Incoming Utility Structures (Incoming Uti)ity•SectiOn) Verticat isolating barrier - full height Horizontal isolating barrier Auxiliary Flu's 2 50x chassis mounted feeders (Feeder Structure) Auxiliary Bus 3 Blank non-bussed structure feeble wireway, meters, etc.) (Auxiliary Structure... . , , . : 1 The information on this I PnEPARED est DATE 1 document is created by Eaton :1640 07/2110a 1 Eaton Corporation ,,,,",sc• ; Corporation. It is disclosed i- — - -- in confidence ar it is only APKIOVED aY DATE I JOB ;JAME Broadway Rose d l to be used for the purpose in 1 3EsiGNATION 10 Dp i.._ which it is supplied. — VERSION , TYPE, : DRAWING ; Y'PE I $ : 1 ! Switchboards i'. Customer Appr. I NEO NUMBER : FIEVIS;CM ovidsizE . • itEm " SIIEET ! A ;1540071811801-0000 1 OF 3 ` . _ �___--__ ..... ... __ .... _-_-' ....... .... 4 ( ' Ur1L | l __ ' PULL ` SECT ! . / | -- --- ' ��! � | , p �/ 1 ! - ! �a ( / / ^�� • `m - l" , �*�� `- ! | c144.77zCKo i i Front View � . 1 * 2 3 * . | • pp��now / / | — | • � � \ i i ~� . | | / Floor Plan | Cable Exit ‘, . il 24.00 , 1 Ellij 1 | 12.00 i 3.00 2.50 • 111.1111111.1111.1 | • . / � x nsw � 10.0.0 3100 mw | Total of Structures, Total Width of 101 Inches AIIow o Minimum of an Additional 6 nchos on each end for Seismc Anchoring Brackets. / Width-MM 1143 1 914 Depth-Inches 30.00 30.00 30.00 i . • . Height-Inches 90.00 i 90.00 90.00 , :The information on this I PREPARED BY DA rE document is created by Eaton 11540 07/21/08 Eaton Corporation SAW er. SC . lin confidence and it is only 1 APPROVED BY DATE : JOB NAME Broadway Rose . i to be used for this purpose in I , ,. kANA■10t4 imp . l ' 6..4 : Switchboards : Customer Appr, i NEG ALE RIMER. REVISION 0wil SIZE 0.u. , /TEM SREE I : 1154007181.1801-0000 i • ��- �—��-�� --�`------ --- ------ - -- Switchboard its Information • �m Unit �_ _ ____^_____ ..... _�-_____ / pRLCd�Vm�� u^�Sm�nn'pop7LxwosswEm�pLECTn� __' -____-_-_ -_---___ 2 1 Feeder Brkr.-400A 3P 40m*' Thermal ma , (I) 2/0-500 kcmil 2 Feeder Brkc-3P[EOB2oaxFrame Provision 3 Feeder Bmc-3p[EDBau5AFnnna�pa� Frame] 4 Trip eona Thermal mao Terminals, Mechanical, ~—`~ 5 Trip cnnA. Thermal Mag Terminals, Mechanical, tr4-4/0 6 20mA`9mS310LS, 100% rated Terminals, Mechanical, (1) 250-500 kernif 7 Feeder Brkr.-200A 3P oovA.nMsnIuLS, 100% rated Terminals, Mechanical, (;use000xmm a • • ) ' • • • • • !document is created by Eaton I1540 07121/08 Eaton Corporation Saunter, SC Corporation. uwdisclosed APPROVED GY DA TE JOB NAME Broadway Rose I in confidence and it is only which ^msupplied. -_-- nA',3/ING ---- ''- vialsOf TYPE 6.4 'Switchboards I , Customer Appr. _ m ' EANC; SIZE uu mw A °°" ="�=~" | 1 �� --'-� 3 " Neg# 15400718H801 Alt# 0001 08/07/08 09:39:44 Customer Bill of Material I Pow -R -Line la • 42 Circuits, 225A. Series Rated, 208Y /1.20V 31'h 4W, Aluminum Bus, 65k AIC.225A. MID- Upstream EDIT( , p l cdl. Surface Mounted 225A, Iv1LO- Upstream ED 42 20A, IP BAB Brunch Breaker I Std. Bolted Al Ground Bur (Al /Cu Cable) Panel Nameplate - White with Black L etiers Seismic l.ahcl No Enclosure Selected:No.Box LZ'I'rim. Door in Door, Concealed Hardware:EZT2O42S Dcsi<_nations: SHOP I Pow- R•LineIa 42 Circuits. 225A, Series Rated.2014Y /120V 3Ph 4W, Aluminum 13us. 65k AIC.225A. ML( )- Upstream F1:)rlott I rdl. Flush Mounted 1 225A. MLO- Upstream .ED 42 20A. IP BA13 Branch •Bre:akt.r Std. Bolted Al Ground Bar (AI /Cu Cable) Panel Narnepiote -• White with Black Letters Seismic Label 1 No Enclosure Selected:No Box 1 E2 Trim, Door in Door. Conesuled llardwarea :EZf20421= Designations: GL I Pow- R- Linela 42 Circuits. 225A. Fully Rated. 208Y/120V . PIi 4W, Aluminum Bus, IOk AIC.225A. Main Lugs Unlyl'I'oh Fed!. Surface Mounted 225A, Main Lugs Only 2 50A. 3P•BAB: -H Branch Breaker 2 60A, 3P BAB-E :.Branch Breaker . 30 20A, I P . BAB Branch': Weaker, Std. Bolted Al Ground :Bar (Al /Cu Cable) Panel Nameplate. - White with'Bttick Letters Seismic Laibel No Enclosure Selected:No Box 17.Z Trim, Door in Door, Concealed Hardware:EZ_T2O42S Designations: HVAC Neg# 15400718F1801 Alt# 0001 09:53:12 Customer 13111 of Material Pow-R-Line 1 a • Multi-Section Panel:2 Sections, 84 Circuits. 400,A. Series Rated. )08Y/1 20V 31'h 4W. Aluminum Bus. 651, AI(..-l00\. NILO-Upstream 111(1)l Bottom J: Surface Mounted ▪ 400A. IVILO-Upstream D 1 400A, Through-Feed Lugs 1 100A. 3P Q131-1W-E1 Branch Breaker 2 IP BAB Branch Provision Only 20A, IP BAB Branch-13reaker 17 20A, sp.BAB4i BranctiBieaker Std. 1361ted Al Ciraitnd:.Bitr(AUCti Cable) , • Panel Natneplatel'Wbite:Wittit3kk. Letters 2 Seismic :Label 2 No Enclosure•Selected:NoBos,. 2 EZ Trim, Door in Door, Omer:tied Hardware:EZT2060S vcsignations: SL- I / SI..-2 I PRIC Switchboard Pow-R-Line C Switchboard. Front Access/ Front and Rear Align. Typc I 208Y/1 20V 3-Phase 44ire, 1200Altaninuith Minimum Interrupt Rating: 65kA, Bus Bracing Rating: 6.5kA Pow-R-Line C Seismic Zone 4 Qualified Vertical Isol. Barrier (Service Entrancci Horizontal Isol. Barrier(Service Entrance) 1 Service Entrance Label. 1 1201) Amp AL Bussed Utility Pull Section 1 1200A Pull Section - PORTLAND GENERAL ELI:CTRIC 1200 Amp AL Distribution Structure 2 Digitrip RMS3I0 LS-K/L/M 3 Thermal Mag Trip- Standard Blank Structure 20•Inches • 200A 3PICKEY400A1FriiMet:',Frip200'ARMS3101.S, (1)250500 koni Mechanica „• • • „ • 200A 31 A:. Miu2,:#4-4/0,.1vIeehanical . .• 1 3P [EDB 225A'Frame) , 1 3P [EDB 225ATraineISNiee, 400A 3P IHKD 400A.Fratnel, 'Trip 400 A., Thermal Mae...(2) 2/0-250 kcinii, Mechanical Designations: MDP BU P2007-00433/S 1T2007-00026 BROADWAY ROSE 12850 SW GRANT AVE City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 March 18, 2008 • • i RE: BROADWAY ROSE of -tc F It_z F2`'L'44Z Project Information t c Building Permit: BUP2007-00433 Construction Type: 5-A Address: 12850 SW Grant St. Occupancy Type: A-1 Area: 12,820 Sq. Ft. Stories: 2 Name: Broadway Rose Sprinkled: Yes The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; 2007 Oregon Fire Code. Please provide the following conditions prior to issuance of the permit. 1) The retractable seating details will be turned in later as a deferred submittal. 2) The building was constructed as a 5-1 hour building. FIRE LIFE AND SAFETY/ GENERAL The main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side provided: 1. The locking device is readily distinguishable as locked, 2. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background. Sec. 1008.1.8.3 All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Sec. 1008.1.8 Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Sec. 1011.1 Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 % hours of illumination in case of primary power loss. Sec. 1006.3 FYI Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss. 1) Optional suspended ceiling to be installed as per ASCE 7 or Oregon State Interpretation. 2) All improvements made to the building shall be inspected prior to covering. 3) Make approved set of plans available for all inspections. 4) A total of 25% of the cost of the project shall go towards removing architectural barriers (accessibility). Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 Amended Construction Documents: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in compliance with the approved construction documents shall be resubmitted for approval as an amended set of construction documents. OSSC 106.4 Work Commencing Before Permit Issuance: Any person who commences any work on a building or structure before obtaining the necessary permits shall be subject to an investigation fee equal to the permit fee that shall be in addition to the required permit fees. OSSC 108.4 Inspections: Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this code or of other laws or ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this code or of other laws or ordinances of the jurisdiction shall not be valid. OSSC 109.1 Approval Required: Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official. The building official, upon notification, shall make the requested inspections and shall either indicate the portion of the construction that is satisfactory as completed, or notify the permit holder or his or her agent wherein the same fails to comply with this code. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the building official. OSSC 109.6 Use and Occupancy: No building or structure shall be used or occupied, and no change in the existing character, use or occupancy classification of a building or structure or portion thereof shall be made until the building official has issued a certificate of occupancy for such change in character, use or occupancy, therefore, as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction. OSSC 110.1 American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC, which may not include all of the requirements of the ADA. Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. _.__ Respectful I Apr Dan Nelson Senior Plans Examiner (503)718-2436 dann @tigard-or.gov City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 March 18, 2008 II RE: BROADWAY ROSE � F ,110,14- Sr U Project Information S � '' O Building Permit: BUP2007-00433 Construction Type: 5-A Address: 12850 SW Grant St. Occupancy Type: A-1 Area: 12,820 Sq. Ft. Stories: 2 Name: Broadway Rose Sprinkled: Yes The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007edition and the State of Oregon Fire Code (OFC), 2007 edition. The submitted plans are approved subject to the following. EROSION • Erosion control measures shall be in place prior to excavation or grading. FIRE DEPARTMENT ACCESS • The driveway is considered a fire department access roadway. The driveway shall be capable of supporting a gross vehicle weight of 60,000 pounds. ACCESSIBILITY • Accessible walkways and routes shall not exceed a running slope of 1 unit vertical in 20 units horizontal (5% slope). Cross slopes shall not exceed 1 unit vertical in 50 units horizontal (2% slope). • Accessible parking spaces and access aisles shall be located on a surface with a slope not to exceed 1 unit vertical in 50 units horizontal in all directions. 1104.4.3 OSSC HYDROSTATIC TESTING All piping shall be hydrostatically tested at 200 psi and shall maintain that pressure without loss for 2 hours. The test pressure shall be read from a gauge. Section10.10.2.2.1 NFPA 24. FLUSHING The fire service mains shall be completely flushed. The flow rate shall not be less than a velocity of 10 feet/second in accordance with Table 10.10.2.1.3. 10 feet per second will be achieved @ 1,560 gpm for 8 inch pipe. Section 10.10.2.1 NFPA 24. Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 GENERAL The private fire service main shall be at least 30 inches below grade. • All piping shall be inspected prior to backfill. Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC American with Disabilities Act(ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include all of the requirements of the ADA. Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Resp ctfully, /Or 0- SIP fri Dan Nelson, Senior Plans Examiner (503)718-2436 dann @tigard-or.gov XREF UST t-ti X Ltscale: 1 Psltsca/e: 1 H 2.0'.-- Resolved SIDEWALK ADJACENT TO CURB _ 4" TAPPING INTO EXIST WATER �- �Resolved VI SOD002CX50 0 :, 4" GV AND TRUST BLOCK �.--- SOD002CX6O • BREAK FLANGE SIDEWALK 18" CAST IRON 910 `..`. 8.6 LF 4"W SOD002CX70 MIN 6" MAX. VALVE BOX TOP I = DESIGN GROUP INC. SOD002XO1 _ PRIVATE 4" DDC E S7• «.; EXIST CB WATER QUAUTY/ soDOO2x2o �q ✓I`�lA1�� - • INSTALLED IN VAULT TO BE P-OTE TED . _ .., TO BE REMOVED DETENTION �. 1`�•- • • -,. d• _ _ .- - ;. BOOM 4.00D 9045 Suite 101 Blvd.44,.I, .I•l1sr-!• •�4.407.-: 4 . --.;T. -.. 444, ..=. • INSTALL CURB CUTS 44, Bar bur Unresolved ♦I ,��♦♦ ♦`♦j♦ •'`'�-'.-''•-'•-'•=• ' �' -= �I Portland, 97219 � _. •....-- . ��:, ortland, OR 9721 1 1/2 4" DRAIN RO �`� �� V 4" 45• BEND XIS CB 503 225-1679 .� '- TAR PAPER (MOISTU ✓ .J. °.•�1�I THRUST BLOCK ;- '0 B PROTECTED, -�m,.. ■ ■• •''i! ._ LOCATE AND PROTECT ■ 4 6" DUCTILE IRON PIPE ,s ! '%`;: I 1 • 1 XREF usT__ TO PUBLIC WATER TO LOCAL PLUMBING ltsco% STA. RD CAST IRON THRUST BLOCK DISTRICT STANDARDS O CODE STANDARDS Fs/tsca/e: 1 FINISHED GRADE FRAME & COVER SEE NOTE 4 DISTRICT APPROVED RETAINER GLAND BACKFLOW DEVICE GROUT 5' Resolved 2" MIN. SEE NOTE 3 SOD002XO1 11 o f p o 11= Unresolved 6" MIN. I ° _- p 6" MIN. SPOOL FLGx PE o �■ o . \ FLANGE COUPLING ADAPTOR DESIGN GROUP INC. I I Ic I I ' SEE NOTE 1 8 =1 1 II= 8 9045 SW Barbur Blvd. i FLOW lh.��I r.--/ -' 1 r'/ -.. rail � Suite 101 _ op _ NOTE: INLETS ARE TO ___II •-ml��r� ilir�i-�1,mird=ol� , COMPACTED FILL ----- ) o I I BE LOCATED AS SHOWN �I ; .�� t �� U ' Portland OR 97219 45' BEND p o =_ AND 1 BELOW I I`170i 1 ��,11� -MIR IViVi ' ( (503) 225-1679 -1 I - °0 111 i FINISH GRADE. TAPER i<» 1 ic) iI ° AC TO MATCH FINISH ° WYE BRANCH -I I I- °°O . ° 11= GRADE. $�° -= =_ _� [ UTILITY BILCO L.W. HATCH 1 �_ ° o® HI g� SIZE VAULT * DOOR * DOOR _ °°° ��,0 PRO/ ___ °° ° " 0" ROCK BACKFILL HINGED CLEANOUT 28 x 28 C.I. GRATE a �� f 1- 1 11-1 1 i,;,111,;1 -° °°° 11= - --- ° _ , o° �► II I I I� OUTLET W/ BICYCLE BARS MIN s 3 660-WA J-5AL J-5AL 44191N8aP ler 11=-1 11E-1 i °° o o a ° I r-. i , DUCTILE IRON 45^ BEND J 4 S77-WA J-5AL J-5AL c"� ;a I I—I I , 1 °° o° ° °o Op o CO O°0 00 ,--i 1 i- COUPLING FLEXIBLE —I 6 676-WA J-5AL J-5AL c " 15 , ``w =111-111= ° , o p p ° • - p o_ II-11 I --�6" MIN. 8 687-WA JD-3AL JD-3AL RY i. oa _I 1 �- (-1 ( (=1 I I-1 i t=I�(=1�I-III-III- � LADDER MEETING OSHA ',- PIPE AS SHOWN m » L 0 III—iI I (—I 'I ( I- ;,I I i I I= ON PLAN PIPE SIZE AS Q REQUIREMENTS AND \ 7 10 5106-LA J D-3AL J D-3AL EXPIRES 12-3,-09 SHOWN ON PLAN SPECIFICATIONS 9E 'OR EQUAL' APPROVED BY DISTRICT ENGINEER FLOW— THRU N PLAN 24"DIA. X 8" CONC. COLLAR r 3" MIN - 6" MAX RAIN TO CURB OR ADJUST COVER TO FINISHED GRADE STANDARD CAST IRON GROUND LINE J I' I STORM DRAIN FRAME AND COVER \ DUCTILE IRON PIPE �/��\�\ //� \ LENGTH VARIES » » / \�\ \ 7 � , �� \ \/ ' _• ;.:. ,; , ' 24 SQ. 10 GA. OR ( /�� \f\�� \�� /� _ \/// /\/\\ \�/, /� NOTES: - o -• IE AS SHOWN PLATE INTERIOR & .///��\�/�\��,� J /��j\/�j\�//.• /\�� NOTES. °p o (- _ ON PLANS EXTERIOR PAINTED \� + �/\\/�\, 6" MIN. ' 1 0- ° - 6" MIN. W/ ASPHALTIC PAINT \/\\ ' / 1. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH 00 �•,I o . _ / /, F' / �� NON SHRINK GROUT -I ( I ;°' ' -' j/ 3" MIN i \:�� 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU 1= N PIPE SIZE AS /\ /N. YDS MIN AROUND BASE OF VAULT WHERE FLOODING SHOWN ON PLAN \,- t.— - N OR HIGH GROUND WATER EXIST • CLEARANCE ON 3. CLEARANCE BETWEEN WALL AND DEVICE 12'±l' MIN., -COMPACTED FILL `�I "Ella III p CATCH BASIN DETAIL VALVE OS&Y _ _ 45• BEND o ° - 0 4. THRUST BLOCKF1'-0'66MIN THICKNESS _1I _ ° - II-! _ ° III- INLINE CHECK VALVE 5, DETECTOR METER TO READ IN CUBIC FEET WYE BRANCH - °° o - II 11—= 'o° 11115 o III \ \ NI V1 `�d I- I i 1-1 I I-111— .• °° ° 3,4=0" COMPACTED 1 =1 I I-1 ( °' ° po°°—III- CRUSHED ROCK BACKFILL 1 1 III. I ._AI _.�I I ion O —, — p ° . ° �' I i I_I 1 I t i�r_..►� ir_..►�Ii L II��' (' '�II ��'�I\1� I RODENT (I■ ( I I"`�PROVIDE & SECURELY INSTALL _ SCREEN DOUBLE DE TEC TOR 0 I —I I PLUG W/ RUBBER RING GASKET CONCRETE BALLAST 1-1 I 14:-I o 0 0 °o°° 0 00 °o 00 1 I=111= SEE NOTE 2 o ,PIPE DSTAND 12" MIN K ASSEMBLY >-* W O- - o ° p° ° p _� p• °p l p CHIC w PIPE AS SHOWN EWE-11177E _ _I I =_ (I-III � (TYP) . 1 D _III_ I,;,III—III_ 1—I I I�I I I;III-1 I I. ON PLAN —III-1 -111- -III II= OP d I I I— ' '— g o DRAIN TO DAYLIGHT OR t� SQ SUMP PUMP 1/3 HORSEPOWER a 0 END—OF--LINE STAINLESS STEEL PUMP ELEVATION SEE DETAIL 310 AND 320 < 1---i :31 o E- D DETAIL X TIP D o 03 SAWCXIT 7'-O' 8'-0' PUE SURFACING MATCH EXISTING MATERIAL 5'-6' z ' L SIDEWALK z OR AS 198.80 7t ' OF FACILITY DIRECTED BASE MATERIAL �� ' ♦'_-_----------- !--- --s. v.w..,. 19.'176 25 YEAR EVENT -. ,- - 30 MIN SERVICE LINE DEPTH # '�' / 12'x20'xi2' ROTOCAST ��a'31-.� 20' x, 1 1 z - IRON READ LID OR 7EQUALT ø < m ° Q11' ' F E r, i SIDEWALK ADJACENT TO CURB 194.81 $Q 1. ! 1, '5' e 1 E.< . ..� �a,ai ••I*, 19 .00 • r ,✓�,:,ate�►��..► 2 '-at ,,r e. 4.. F �.. .;. •� . ... :- M - 5'-6' - 5'-0` 8 0 PUE *404" so4.i QUAUTM I \ "wir 1a00• WA 1 1'-G' REV. DATE BY :fit ,�,` .� •o�� - %`iNi�`i` ��j��j��j��'�'�O'�' 4. �� 8 - AI!1!''�1��°. �. ,._:.- =- © 10.3/10/08 /ML N p WA TER QUALITY/DETENTION FACILITY Nga W erg- ; 30' MIN SERVICE LINE DEPT I Ili I Z MP Ps . Oil - - 12'x20'x12' ROTOCAST i i. -. 0 METER BOX, W/5'X7' CAST ~ 4i. �' IRON READ LID OR EQUAL I 9.0' - O.C. 9.0' - O.C. '�� i O 6' MIN 6' MIN SIDEWALK WITH PLANTER STRIP AT CURB I . 6 MIN BEDDING BELOW V* 9.0 OUTSIDE OF PIPE BELL z e N PARKING SPACE 1 TYP S `'` CUSTOMER SIDE '� 4.5' FULL CURB CURB-CUT ISOMETRIC �- � .� 1.1 AlElik 111 (rn'•) URB CUT :'�*i. ""' �TYP.) I i �f - =_t w. �''`� 0.5' 1.0' 0.5' I \ NOTE' 8-101 11- SEE PLUMBING NUMBER SOD002 t �I' / \ ��\j�/r\/�\\\�/ 1, SURVEYOR TO INSTALL TEMPORARY s CODE FOR DEPTH II II,� „ ■ „ r I '�''' TRENCH FOUNDATION HUB AND GUARD STAKE OR ,11• i'ice. OF COVER Date: 08/10/2007 lti ('' ` GUARDSTAKE AT LOT LINE FOR „ . .,.. ` STABIUZATION. AS REQUIRED • - - METER INSTALLATION. 4 MIN -' M (i 2. TWO TYPES OF METER BOX COVERS T — ' __ Scale: NTS N 9.0' - O.C. 9.0' - O.C. '��'� '�� _WITH TOUCH READ 3/4'-0' METER 00 .- 1.YP. "bill�/ WITHOUT TOUCH READ ROCK ANGLE BALL METER VALVE Drawn By: PTB sZts 0 I / NOTE: (CONSULT WATER DIVISION FOR MUELLER 824258 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. TYPE REQUIRED) 5/8'X 3/4'X 1' OR EQUAL Designed By: CO CURB-CUT LOCATIONS 0 2. JOINTS TO BE TACK AND SANDED. 3. CENTER OF METER BOX TO BE 1' TYPE 'K' SOFT COPPER Checked By: GID v CURB-CUT DIMENSIONS 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. OFFSET TUBING - SEAMLESS 0 1 FROM PROPERTY LINE. 4 0 APPROVED n NO DATE REVISION NO SCALE CO SCALE 10-27-04 SPECIFY HE=IR BOX TYPE ENGINEERING DEPARTMENT AGUSTIN P. DUENAS A ENGINEERING DEPARTMENT 11-03-04 App Be PW11ER S1 3/4" & 1 " DWG. NO. A. � TRENCH DWG. No. ,.,,�,, 131 S.��BLVD. CO 6 CURB CUT DETAIL A 1 � `-, FA* C3 . 1'.-�! c ,ARCH 1996 BACKFILL 180 OF WARD B' "' WATER SERVICE 520 Q STY OF 110MD fA1C tb0 es�-r a� aim APPROVAL DATE XREF LIST Ltscole: 1 Psltscale: 1 Resolved GUIDELINES AND DESIGN CRITERIA 2Z SUBMIT 3 SETS OF DRAWINGS FOR REVIEW AND APPROVAL (1 FULL SET AND 2 PARTIAL SETS OF DRAWING SHEETS SHOWING WATER U77LITY IMPROVEMENTS. D L INCLUDE DETAIL-DRAWING SHEETS SoDOO2x01 THE FOLLOWING SECTION IS ONLY INTENDED TO PROVIDE GUIDELINES AND DESIGN CRITERIA FOR USE IN THE DESIGN OF THE WATER SYSTEM IMPROVEMENTS. THE WITH DISTRICT STANDARD DETAILS AS APPLICABLE TO THE PROJECT. DRAWINGS SHALL SHOW LOCATIONS OF DRIVEWAYS, LIGHT POLES AND MAILBOXES. DETAILS Unresolved ENGINEER MAY REQUIRE THAT MODIFICA 7TONS TO THE DESIGN BE MADE FOR EACH PARTICULAR PROJECT THE WRITTEN SPECIFICA T7ONS OF THESE STANDARDS SHALL CLEARLY SHOW THE LAYOUT FOR PEDESTAL MOUNTED MAILBOXES TO ENSURE THAT CONFLICTS AT WATER METER LOCATIONS ARE AVOIDED. ALL SHALL HAVE PRECEDENCE OVER THE DRAWINGS IN THE EVENT OF CONFLICTS. IN THE EVENT THAT THESE STANDARDS DO NOT COVER A SPECIFIC SITUATION DRAWWGS SUBMITTED FOR REVIEW AND APPROVAL SHALL BE ON SHEET WITH A MAXIMUM SIZE OF 24" BY 36". THE PROJECT ENGINEER SHOULD MEET WITH DESIGN GROUP INC. THAT MAY BE ENCOUNTERED, THE ENGINEER, OR HIS/HER DESIGNATED REPRESENTATIVE, SHALL AT HIS/HER DISCRETION DETERMINE THE APPROPRIATE MATERIAL THE ENGINEER PRIOR TO DESIGN TO DISCUSS THE SIZES OF THE MAINS AND ANY OTHER MATTER PARTICULAR TO THE SPECIFIC PROJECT SUBMIT THE TO USE OR COURSE OF ACTION TO BE FOLLOWED. TUALA TIN VALLEY WATER DISTRICT MA Y REVISE THESE STANDARDS AT ANY TIME WITHOUT PRIOR NOT7FICA 770N. FOLLOWING INFORMA T/ON WITH THE SUBMITTAL FOR APPROVAL: 9045 SW Barbur Blvd. THE PROJECT ENGINEER FOR EACH PROJECT SHOULD MEET WITH THE ENGINEER, OR HIS/HER DESIGNATED REPRESENTA TI VE, PRIOR TO INI TIA T7NG 77IE PROJECT ?? SUBDIVISION NAME Suite 101 DESIGN TO DISCUSS THE SIZES OF THE MAINS AND ANY OTHER MA I ILRS PARTICULAR TO THE SPECIFIC PROJECT. PIPELINE SIZES SHALL BE AT THE DISCRETION ?? OWNER'S NAME, ADDRESS & PHONE AND FAX NUMBERS OF THE ENGINEER. TEN-INCH AND 14-INCH SIZE PIPES ARE NOT ALLOWED IN THE DISTRICT IN GENERAL, THE FOLLOWING GUIDELINES AND DESIGN CRITERIA ?? ENGINEER'S NAME, ADDRESS & PHONE AND FAX NUMBERS Portland, OR 97219 < SHOULD BE FOLLOWED: ?? CONTRACTOR'S NAME, ADDRESS & PHONE AND FAX NUMBERS (503) 225-1679 1. ALL MATERIAL SHALL BE OF NEW MANUFACTURE. NO REBUILT, RECONDI710NED, OR USED MATERIAL WILL BE ALLOWED. 28. PROVIDE SET OF DRAWINGS SHOWING MECHANICAL PLANS OF BOILERS, CHILLERS AND OTHER LIKE WATER CONSUMING MECHANICAL DEVICES; PLUMBING 2. ALL PIPE USED WITHIN 7HE DISTRICT WILL BE TYTON-JOINT DUCTILE IRON PIPE. PLANS WITH LOCATION OF ON-SITE BACKFLOW DEVICES; FIRE LINE DRAWINGS SHOWING PLANS OF ANTIFREEZE (EITHER POTABLE OR NON-POTABLE) LOOPS ETC.; LANDSCAPING PLANS SHOWING THE LAYOUT PONDS OR WATER FEATURES FOR ALL COMMERCIAL PROJECTS FOR /NFORMA 710NA PURPOSES.DEVICE(S) AND ANY ORNAMENTAL OR DECORATIVE REFLECTING �,��DIPN O�Fef�� 3. FITTINGS WILL BE MECHANICAL JOINT, UNLESS OTHERWISE SPECIFIED HEREINAFTER, OR AS APPROVED BY THE ENGINEER OR HIS/HER DESIGNATED �; O REPRESEN TA 77 VE � , `y 1 .160 PREPARATION OF A SUBDIVISION FOR WATER SERVICES r'' 4. MINIMUM SIZE MAINS WILL BE 6-INCH, EXCEPT THAT 4-INCH MAY BE PERMITTED ON RUNS LESS THAN 300 FEET, WHEN THERE WILL NOT BE MORE THAN AND WHEN THERE IS NO POSSIBILITY OF FUTURE EXTENSIONS OR NEED FOR A FIRE HYDRANT. 1. WATER LINES MUST HAVE BEEN PRESSURE TESTED IN ACCORDANCE WITH ANSI/AWWA C600-93 AND THE DISTRICT'S CONSTRUCTION SPECIFICATIONS AND ORE ON ` EIGHT SERVICES, PASSED DISINFECTION TESTING, UNDER SUPERVISION OF THE DISTRICT INSPECTOR. / C, 0 4�y 1s '0 , 5. FIRE HYDRANTS WILL NOT BE CONNECTED TO MAINS LESS THAN 6-INCH DIAMETER. q,Qy I. OPck\\ 2. PREPAY PER SERVICE -- IN ADVANCE, BASED ON METER SIZE. (CONTACT THE DISTRICT FOR FEES.) SUBMIT A COPY OF THE PRELIMINARY PLAT MAP 6. WATER MAINS WILL GENERALLY BE LOCATED ON THE SOUTH AND EAST SIDE OF THE STREET 6 FEET FROM FACE OF CURB TO PIPE CENTERLINE. WATER SHOWING LOT NUMBERS 10 DAYS PRIOR TO PAYMENT OF PREPAY PER SERVICE FEES EXPIRES 12-31-09 MAINS ALONG LOOPED STREETS OR CURVED STREETS WILL NOT SW/TCH SIDES OF THE STREET (ON LOOPED STREETS KEEP THE WATER MA/NON EITHER THE 3. CURBS INSTALLED WITH BACKFILL LEVELED BEHIND CURB, APPROX/MA TEL Y 10 FEET, TO ALLOW ROOM TO INSTALL SERVICE BOXES AT PROPER ELEVATION. A INSIDE OR OUTSIDE OF THE LOOP). WATER MAINS IN STREETS WITH DEVELOPMENT ONLY ALONG ONE SIDE OF THE STREET WILL BE PLACED 6-FEET FROM THE PUBLIC UTILITY EASEMENT OF AN ADEQUATE- WIDTH SHALL BE PROVIDED FOR METER PLACEMENT. FACE OF THE CURB ADJACENT TO THE LOTS SERVED IN ORDER TO MINIMIZE SER V/CE LINE LENGTH AND TO AVOID "LONG-SIDE" CONNECT IONS TO FIRE HYDRANTS. PROVIDE PRELIM/NARY SKETCHES TO THE ENGINEER AND REQUEST ADVICE REGARDING WATER MAIN LAYOUT PRIOR TO SUBMITTAL OF DRAWINGS FOR APPROVAL. MINIMUM COVER OVER THE PIPE IS 36 INCHES. THE PROJECT ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PIPE TO INSURE MAXIMUM PIPE JOINT DEFLECTION IS NOT EXCEEDED. 4. PROPERTY LINES AND LOT NUMBERS MARKED ON CURBS WITH WHITE PA/NT, AND OFFSETS STAKES OW TH OFFSET DISTANCE TO THE PROPERTY CORNER SET BY A SURVEYOR) SHALL BE COMPLETE. IF NO CURBS ARE PLANNED, METER LOCATION AND GRADE HUBS WILL BE STAKED FOR EACH METER. SEE DETAIL Z DEAD-END MAINS NORMALLY WILL NOT BE ALLOWED, BUT WHEN THEY ARE PERMITTED, A BLOWOFF ASSEMBLY WILL BE REQUIRED. THE MAINS SHALL EXTEND NOS. 7 AND 8 FOR WATER SERVICE TYPICAL INSTALLATION. JUST OUTSIDE 7HE EDGE OF PAVEMENT TO FACILITATE FUTURE EXTENSIONS. PHASE BREAK VALVES ARE REQUIRED NEAR THE END OF THESE DEAD-END LINES TO AVOID WATER SERVICE INTERRUPTION TO CUSTOMERS WHILE MAINS ARE BEING EXTENDED. 5. SERVICE INSTALLATION WILL BE SCHEDULED ONLY AFTER ALL THE ABOVE HAS BEEN COMPLETED. 8. MAIN EXTENSIONS WILL BE REQUIRED TO CONTINUE THE ENTIRE DISTANCE BETWEEN OPPOSITE BOUNDARIES OF NEW SUBDIVISIONS AND WILL BE LOCATED NOTE: WATER SERVICE INSTALLATION IS PRIOR TO ROAD SUBGRADE AND OTHER U77LITY INSTALLATION. OTHERWISE, ADDITIONAL DEVELOPMENT COSTS MAY BE WITHIN PUBLIC RIGHT-OF-WAY UNLESS THE DISTRICT GRANTS SPECIFIC EXCEPTION. INCURRED. THE DISTRICT WILL NOT BE RESPONSIBLE FOR RESTORING FINISH SUBGRADE. PREPAY PER SERVICE FEE IS BASED ON EXCAVATION OF CLEAN CLAY MATERIALS EXTRA COST FOR EXCAVATION OF ROCK MATERIAL SHALL BE BORNE BY THE 9. VALVES WILL BE LOCATED, WHENEVER POSSIBLE, AT INTERSECTIONS. IN GENERAL, SUFFICIENT VALVES SHOULD BE PROVIDED TO PERMIT SHUTTING DOWN ANY DEVELOPER. THE PRE-PAY PER SERVICE FEE IS BASED UPON EXCESS EXCAVATION MATERIAL BEING SPREAD ON-SITE. COST FOR REMOVAL OF EXCESS SECTION OF THE LINE, NOT EXCEEDING 800 FEET WITH VALVE OPERA 77ONS IN NOT MORE THAN THREE LOCA 77ONS EXCAVATION MATERIAL FROM THE SITE TO BE BORNE BY THE DEVELOPER. 10. VALVES WILL BE INSTALLED IN CLUSTERS AT PIPELINE INTERSECTIONS. MECHANICAL JOINT VALVES SHALL BE INSTALLED AT FITTINGS WITH A PIPE SPOOL IF COMPACTION IS REQUIRED FOR THE SERVICE TRENCHES, THE COST WILL BE BORNE BY THE DEVELOPER. BETWEEN THE VALVE AND FITTING OF NO LESS THAN 1'-0" OR GREATER THAN 1'-6" IN LENGTH. WORK IN PUBLIC RIGHTS-OF-WAY 11. VALVES 8 INCH AND SMALLER WILL BE GATE VALVES. THE CONTRACTOR SHALL HAVE 7HE WATER UTILITY PERMIT IN-HAND PRIOR TO CONSTRUCTION OF THE WATER MAINS. CONTRACTORS SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE CITY, STATE AND COUNTY AUTHOR/TIES REGARDING THE CLOSING OF PUBLIC STREETS OR HIGHWAYS TO USE OF PUBLIC i r j 12. VALVES 10 INCH AND GREATER WILL BE BU I ILRFL Y VALVES TRAFFIC. NO ROAD SHALL BE CLOSED TO THE PUBLIC, EXCEPT BY EXPRESS PERMISSION OF THE AFFECTED REGULA T7NG AUTHORITY. WW 13. FIRE HYDRANTS NORMALLY WILL BE PLACED AT SWEET INTERSECTIONS. PLACE FIRE HYDRANTS AT THE RADIUS POINT AT INTERSECTIONS OR AT PROPERTY CONTRACTORS SHALL USE EVERY REASONABLE PRECAUTION TO SAFEGUARD THE PERSONS AND PROPERTY OF THE TRAVELING PUBLIC. IT SHALL BE THE SOLE LINES WHEN PLACED AT MID-BLOCK LOCATIONS FIRE HYDRANTS SHALL BE PLACED IN A PLANTER STRIP OR BEHIND SIDEWALKS. NO CONCRETE SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH, PLACE, AND MAINTAIN THOSE BARRICADES, BARRIERS, LIGHTS, FLARES, DANGER SIGNALS, AND WATCHMEN AS 0 POURED AROUND OR WITHIN A 4-FOOT SQUARE OF THE FIRE HYDRANT CENTERLINE, UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. FIRE HYDRANTS ARE NECESSARY TO PROTECT THE PERSONS AND PROPERTY OF THE TRAVELING PUBLIC. ALL BARRICADES AND OBSTRUCTIONS SHALL BE PROTECTED AT NIGHT SHALL BE LOCA TED SUCH THAT NO PART OF ANY SINGLE-FAMILY RESIDENTIAL BUILDING IS GREATER THAN 400 FEET FROM A HYDRANT, AND SUCH THAT BY SIGNAL LIGHTS, WHICH SHALL BE SUITABLY DISTRIBUTED AND OPERATED FROM SUNSET TO SUNRISE. X NO PART OF ANY COMMERCIAL, INDUSTRIAL, OR MUL 71PLE-FAMILY BUILDING IS GREATER THAN 250 FEET FROM A HYDRANT, BOTH AS MEASURED ALONG THE IN THE EVENT OF INTERRUPTION TO DOMESTIC WATER, SEWER, STORM DRAIN, OR TO OTHER UT7Ll TY SERVICES AS A RESULT OF ACCIDENTAL BREAKAGE, OR AS MOST PRACTICAL ACCESSIBLE ROUTE. THE RESULT OF BEING EXPOSED OR UNSUPPORTED, PROMPTLY NOTIFY THE PROPER AUTHORITY. COOPERATE WITH SAID AUTHORITY IN RESTORATION OF THE >1.4,e4 W SERVICE AS PROMPTLY AS POSSIBLE AND BEAR ALL COST OF REPAIR. IN NO CASE SHALL INTERRUPTION OF ANY WATER OR UTILITY SERVICES BE ALLOWED TO ^74. DISTRICT POLICY lS TO PROVIDE WATER SERVICE A T A M/N/MUM PRESSURE OF 50. AVAILABLE PRESSURE A T SP1EClFlC LOCATIONS MAY FALL OUTSIDE THIS EXIST OUTSIDE WORKING HOURS, UNLESS PRIOR APPROVAL lS RECEI VED. � �' RANGE DEPENDING ON GEOGRAPHIC FEATURES WITHIN A PARTICULAR PRESSURE ZONE. DEVELOPERS WILL BE RESPONSIBLE FOR CONSTRUCTION OF A a 0 FACILITY (l.E., A VAULT HOUSING PRESSURE REDUCING VALVES (PRVS) AND ANCILLARY APPURTENANCES) TO REDUCE PRESSURE WHERE THE PRESSURE CLEAN ALL SPILLED DIRT, GRAVEL, OR OTHER FOREIGN MATER/AL CAUSED BY CONS7RUCT70N OPERATIONS FROM ALL STREETS AND ROADS AT THE CONCLUSION 'C� EXCEEDS 80 PSI. OF EACH DAY'S OPERATION. WI THIN FIVE DAYS AFTER COMPLETION OF ALL PAVING AND GRAVEL SHOULDER RESURFACING, REMOVE ALL DIRT, MUD, ROCK, � Z 15. WHERE PRACTICAL, 5/8" AND 3/4" SERVICES WILL BE ACCOMPLISHED USING DOUBLE, OR U-BRANCH, SERVICE CONNECTIONS. TWO METERS SERVED FROM A GRAVEL, AND OTHER FOREIGN MATERIAL FROM THE PAINED SURFACE. CLEANING SHALL BE 8Y GRADER AND FRONT END LOADER, SUPPLEMENTED BY WASHING Q �. SINGLE 1" COPPER SERVICE LINE WILL BE INSTALLED IN SEPARATE METER BOXES, LOCATED ADJACENT TO THE LOT LINE. ONE INCH AND LARGER METERS WILL Wl TH WATER, POWER BRUSHING, AND HAND LABOR. 1-4 BE SERVED FROM A SINGLE SERVICE LINE CONNECTED TO THE WATER MAIN. WATER DISTRICT FORCES, EXCEPT AS OTHERWISE APPROVED BY THE ENGINEER, OPERA 110N OF VALVES IN DISTRICT'S WATER SYSTEM PROHIBITED 0 WILL INSTALL ALL WATER METERS, METER BOXES, VAULTS, AND SERVICES. CON TACT THE ENGINEER FOR REQUIREMENTS FOR METERS LARGER THAN 2-INCH SIZE. ir , 16. METERS 1" AND SMALLER WILL BE LOCATED IN THE PUBLIC U77LITY EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAY AT THE PROPERTY LINE. METERS 1?" AND LARGER WILL BE LOCA TED ON THE DEVELOPER'S PROPERTY AT THE STREET RIGHT-OF-WAY IN A DEDICATED EASEMENT MEASURING 10 FEET FROM CO EACH OUTSIDE WALL OF THE METER VAULT. THE DISTRICT HAS FINAL AUTHORITY TO MOVE OR CHANGE PLACEMENT OF WATER METERS TO BEST SERVE THE DISTRICT'S REQUIREMENTS. BACKFLOW DEVICES ARE REQUIRED ON ALL SERVICES 1?" AND LARGER (SEE SEC77ON "CROSS CONNECTION CONTROL AND BACKFLOW ASSEMBLIES". DISTRICT POLICY IS TO PROVIDE WATER SERVICE AT THE EDGE OF THE DEDICATED PUBLIC RIGHT-OF-WAY AND THE PRIVATE PROPERTY LINE AS FOLLOWS: ONE METER PER SINGLE TAX LOT AND DWELLING UNIT. IF THE STRUCTURE ON A SINGLE TAX LOT IS A DUPLEX OR TRIPLEX, INDIVIDUAL METERS FOR EACH UNIT WILL BE INSTALLED UPON REQUEST. TAX LOTS WITH MORE THAN FOUR DWELLING UNITS, IT IS A MULTI-FAMILY USE, WHICH IS IN THE DISTRICT'S COMMERCIAL CLASS AND REQUIRES A MASTER METER. THE DISTRICT PLACES METERS AT THE EDGE OF THE PUBLIC RIGHT-OF-WAY. THE PUBLIC RIGHT-OF-WAY SHALL BE CREATED BY A RECORDED PLAT OR BY A RECORDED DEDICATION OF A SEPARATE TRACT OR PUBLIC UTILITY EASEMENT FOR INGRESS/EGRESS AND UTILITIES THE RECORDED INSTRUMENT SHALL BE A COVENANT RUNNING 144TH THE LAND FOR THE BENEFIT OF THE DISTRICT, AND ALL OTHER AFFECTED UTILITY SERVICE PROVIDERS, IN FORM APPROVED BY THE DISTRICT'S COUNSEL. IT SHALL PROVIDE THAT NO AMENDMENT, AL 7FFRA T70N, OR RELOCA 770N OF THE PUBLIC WAY SHALL BE MADE WI THOU T THE WRITTEN CONSENT OF THE DISTRICT. THE DISTRICT SHALL APPROVE THE WIDTH OF THE REQUIRED DEDICATION. FOR PROTECTION OF ITS WATER SERVICE TO PROPERTIES AND PLACEMENT OF THE METER, THE DISTRICT REQUIRES A MINIMUM DEDICATION OF THREE FEET ON EACH SIDE OF THE SIDEWALK AND TRAVELED ROADWAY DEDICATED UNDER THE PUBLIC ROAD OR PUBLIC UTILITY EASEMENT RECORDED IN THE COUNTY REAL PROPERTY RECORDS. WITHIN THIS THREE-FOOT ZONE, NO OTHER UTILITIES CAN BE LOCATED. THE WATER SYSTEM AND THE METER WITHIN THE DEDICATED PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED ACCORDING TO ALL DISTRICT STANDARDS AND THE DESIGN CONSTRUCTION, TESTING, AND ACCEPTANCE OF Z THOSE IMPROVEMENTS TO THE DISTRICT'S SYSTEM SHALL BE ACCORDING TO THE DISTRICT'S STANDARDS AND RULES AND REGULATIONS REV. DATE BY 1Z THE SIZE OF WATER METERS SHALL BE BASED ON THE TOTAL DEMAND AND SHALL BE DETERMINED ACCORDING TO METHODS AND PROCEDURES OUTLINED IN © 03/1 0/08 /ML �t SECTION 610.4 AND 610.8 OR SECTION 610.5 OF THE UNIFORM PLUMBING CODE (UPC) TAKING INTO ACCOUNT THE FIXTURE UNITS IN THE PLUMBING SYSTEM ni CONTRIBUTING TO THE WATER DEMAND. Cu 18. WHEN IT IS NOT POSSIBLE OR PRACTICAL TO INSTALL THE MAIN WITHIN A DEDICATED PUBLIC STREET, AN EASEMENT SHALL BE PROVIDED. IN GENERAL, A 15-FOOT WIDE EASEMENT WILL BE ADEQUATE WHERE VEHICULAR ACCESS IS NOT NECESSARY, AND A 20-FOOT WIDE EASEMENT WILL BE REQUIRED IF VEHICULAR ACCESS IS NECESSARY. THE EASEMENT WILL SO STATE THAT ANY DAMAGE RESULTING FROM A MAINLINE BREAK IN THE EASEMENT WILL NOT O RESULT IN LIABILITY TO THE DISTRICT N 19. BANKING OF METERS ADJACENT TO THE ENTRANCE OF A PRIVATE STREET ONTO A DEDICATED PUBLIC STREET HILL BE REQUIRED WHERE POSSIBLE OR 4' PRACTICAL. EXCEPTIONS TO THIS GUIDELINE WILL BE MADE AT THE DISCRETION OF THE DISTRICT ENGINEER. Z 20. ANY RELOCATION WORK WITHIN EX/S77NG RIGHT-OF-WAY THAT IS A REQUIREMENT OF THE DEVELOPMENT W/LL BE PERFORMED BY DISTRICT FORCES AT THE .� OWNER'S EXPENSE ON A TIME AND MATERIALS BASIS. A DEPOSIT IN THE AMOUNT OF THE ES77MA TED COST OF THE WORK IS REQUIRED PRIOR TO PERFORMANCE OF THE WORK. W 21. VAULTS FOR METERS LARGER THAN 2" SIZE AND VAULTS FOR BACKFLOW DEVICES NORMALLY ARE INSTALLED IN AN EASEMENT ON THE CUSTOMER'S PROJECT C) PROPERTY AND LOCA TED OUT OF TRAFFIC OR SIDEWALK AREAS. SUBMIT VAULT LID AND ACCESS (SIDEWALK DOOR) DETAILS SHOWING SUITABILITY FOR H-20 NUMBER SOD002 o LOADING WHERE VAULTS MUST BE INSTALLED IN TRAFFIC AREAS. Date: 08/10/2007 b 22. ANY PERMANENT APPURTENANCE THAT IS ABOVE SIDEWALK AND/OR FINISH GRADE SHALL BE 18" MINIMUM DISTANCE BEHIND THE SIDEWALK. NO V PERMANENT APPURTENANCE, STRUCTURE, OR PLANT MATERIALS (TREES, SHRUBS, ETC.) ARE ALLOWED !WHIN 18" OF DISTRICT FACILITIES (I.E., WATER METER Scale: NTS N BOXES, AIR RELIEF VENTS, ETC.). FENCING, VEGETATION AND SHRUBS SHALL BE A MINIMUM OF 36" FROM FIRE HYDRANTS. 0 Drawn By: PTB (,, 23 REPAIR OF ANY DAMAGE TO THE DISTRICT'S FACILITIES (INCLUDING BURIED WATER LINES, VALVE BOXES, METER BOXES, COMBINATION AIR-RELIEF VALVES, O ETC.) SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. THE DISTRICT, AT ITS OPTION, MAY MAKE THE REPAIRS TO FACILITATE MAINTAINING SERVICE. IN Designed By: THIS INSTANCE, THE CONTRACTOR WILL BE BILLED FOR THE REPAIRS ON A TIME AND MATERIALS BASIS. U 24. ANY HYDRAULIC CALCULATIONS FOR THE PURPOSE OF JUSTIFYING PIPELINE SIZING SHALL BE MADE USING A HAZEN-WILLIAMS "C" COEFFICIENT OF 100. Checked By: GID ZS. O 25. PLACE A TREATED 4" X 4" POST SET WITH TOP OF POST 3-FEET ABOVE FINISHED GRADE TO MARK WATER LINE APPURTENANCES IN LOCATIONS OUTSIDE 0 OF ESTABLISHED RIGHT-OF-WAY (I.E., IN FIELDS, EASEMENTS, ETC.). CO 26. COLOR CODED MARKER "BALLS" WILL BE PROVIDED BY THE DISTRICT FOR INSTALLATION AT SPECIFIC LOCATIONS SELECTED BY THE DISTRICT'S INSPECTOR.. - C • 1 I . Z • XREF LIST Ltscale: 1 Psltscale: 1 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE 77GARD MUNICIPAL CODE, AND THE TERMS OF ANY Resolved AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT SOD0o2XO1 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" U.S. DEPT OF Unresolved TRANSPORTATION, FHWA., 2003 ED. DESIGN GROUP INC. 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA 9045 SW Barbur Blvd, 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT Suite 101 HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NO7]FICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN Portland, OR 97219 FIRE & RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. (503) 225-1679 =. 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPON SHALL BE PROVIDED TO 7HE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICA770N SIGN AT EACH END OF THE CONSTRUCTION AREA AT LEAST 72 HOURS BEFORE INITIATION OF CONSTRUCTION WORK. CEO PROFF 6 WORK C ESSOPO EXISTING STING PE O ERT T E ACCESS BE MAINTAINED IHDDAT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR U'` G I N��,,j�� r 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFEC77VELY MAINTAINED. --- 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE OREG N AUTHORIZED BY THE CITY MANAGER. Q o"y 15, ac).42 '4Y I. DPR 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMIT IWD ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. EXPIRES 12-31-09 I 10. MINIMUM TRAVEL LANE WID7-1 SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. 11. THE CITY AND THE COUNTY RESERVE THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFEC77VELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 12. BEFORE INI77ATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, (503-639-4171) TO , ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCT7ON MEETING. 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, MICHAEL WHITE, AT 503-639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LIS77NG) AND AFTER COMPLETING WORK COVERED BY THE PERMIT 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDER'S CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH T CLEAN-UP. V j 17. EFFEC77VE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETTN'G THE D.E.Q. REQUIREMENTS. THE CITY MAY AT Q ANY 77ME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. X CA 18. PROPERTY DISTURBED BY CONSTRUCTION ACTT 4TY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXIS77NG SIGNS, PAVEMENT O V 1 MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MA TERIAL. 1 t j 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE < n L�L.t PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE AC77ON AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. j< 0 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 0 C� +Z+ THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1982 IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. NOTE. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDER'S EXPENSE. 21. CONTRACTOR MUST VERIFY ALL EXIS77NG UTILITIES FOR BOTH VERTICAL ELEVA770N AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING 0 IF NECESSARY). SHOULD CONFLICTS AR/SE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDER'S EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES (r 22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS �-+-{ WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDI770/V. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESUL T7NG FROM THE PROSECUTION OF THE WORK. 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDER'S EXPENSE. 24. ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CER77FICA 7TON OF INSTALLA 770N COMPLIANCE (FORM ATTACHED). 25. A SEWER SYSTEM AIR-TEST AND (V.H.S.) T. V. TEST REPORT AND ONE SET OF BLUELINE "AS-BUlL TS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 26. THE PERMIT HOLDER'S ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) 2Z THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDER'S ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S REV. DATE BY ZEXPENSE. co 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY © 103/10/081 IML N CONSTRUCTION AC7714TY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDER'S EXPENSE. I I 30. THE ENGINEER SHALL NO77FY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED. I I 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO N HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES ( I e. 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 43Z DI V. 3 CONSTRUCTION, SUB-DIVISION P - Q EXCAVATIONS THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. Ili 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF PROJECT Q RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE 4 PERMIT HOLDER'S FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. NUMBER SOD002 k . 34. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND HAVE THE CITY COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF Date: 08/10/2007 V.: ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED U BEFORE PLACEMENT OF FINAL LIFT. Scale: NTS 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY DEFEC77VE WORK, AND SHALL PERFORM ALL SCHEDULED Drawn By: PTB 4 MAINTENANCE TO ASSURE PROPER FUNC77ON/NG OF THE FACILITY. 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY Designed By: ✓ FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS FROM THE DATE OF CI TY CONDITIONAL ACCEPTANCE OF THE PUBLIC Checked By: GID IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE AC77V/77ES TO Ki THE DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE 0 FACILITY, THE DEVELOPER SHALL PROVIDE A WRII ILN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES O IDEN77FIED IN THE EVALUATION. : REVISED 1-5-06 Lll O 2 1 ., - C 4 Z 4 i r Office g I r• LOAD:1 LEGEND .. ......-..-■ Office E340 I AREA: 121 __........4.....-....1•11 Office LOAD:1 FACTOR: 100\ ROOM TYPE OR USE FROM TABLE 10-A .1.00°.... Office BILOAD:1 ' AREA:112 1 ,,,,B.LF,R•00A0MU(se j__ FACTOR:100 OCCUPANT LOAD BASED ON ROOM AREA .... - B1,• ' AREA: 112 AREA: 750 f-ROOM AREA _ LOAD:1 FACTOR:100 1 0720 FACTOR:20i( _ _, Office 2 AREA: 106 1 0..20 ■4, 4/ . TABLE 10-A FACTOR --- - BI,• FACTOR: 100 .* LOAD:2 0740 A 0720 \4 ■c4 AREA: 161 ■c2, OCCUPANCY TYPE FACTOR: 100 cl2 020 7 " 4, ,.- ___,------- t 4 0 c:b ,c4 --. ./----- 7 .1 ( OCCUPANT LOAD AT EXIT _ 11111111 110 4 +30.20 ( EXIT WIDTH REQUIRED IN INCHES roll." , \LI. 21A Al a_ 25A im < INDICATES DOOR IS NOT AN EXIT SODERSTROM .1 -: : A'.C.hanqinq Room LOAD:8 pa ir * B',Office 0 LOAD:7 AREA: 725' rn. * • • 0 ryi DOORS WITH PANIC HARDWARE ARCHITECTS pc 1200 NW NAITO PARKWAY SUITE 410 PORTLAND, OREGON 97209 - AREA: 376 106 FACTOR: 100 PANIC TEL: (503) 228 5697 --_. 7 FAX: (503) 273 8584 FACTOR:50 III -: < 1.40 I ,4:4) 111 I -- 8 1111.1.1111■ INDICATES NEW 1-HOUR RATED WALL ,----,.,100 : _; 1.1c -z 1.60 • col 1 1100101111 111117.1.116* .0001,010 lao - -- : ED 18A It) INDICATES EXISTING 1-HOUR RATED WALL r" P• IC I ; 1111111111111111111111111111111 PI N i A t t ARCHITECTURE :i,S:oRtotrDAg::giiRe4030, er.. •01-- ...L.:jortb.Air it , 40 kis. warrivii... 21 . .., w 5A 4 WI MI PLANNING % il t® EXIT SIGN, DIRECTION INDICATED BY ARROW INTERIOR DESIGN , 1 \*:_-_ 14A A 1'• Mech-). LOAD:1 AREA: 136 P 14B FACTO Allaill6116111.111). Alliti 0.•40 014.° 1, alik low wramplwaivirapor tqw II Pirelsill 4p A *AI fixedfikiewtingar i ,viy. t.........e...„.. 2; 0 * I alinillay ./AIIImsssAie ...4111 fi 4-100411,1110111r15 WA 1 " Iti 29A 414111111h NDLE AT ips, 1 tpAREP81,st2FAExtratriimpc_NA- AL / EXTERIOR RESTORATION Ice9 FACTOR: 300 7:: raw fratrzle ark 4.7X411 111014110111AL " I low moo I, 1.1 MIME' EMIIII NEM MIMI = < DIRECTIONAL SIGN INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE EXIT PER OSSC 1107.5. 61E1 I/ larsion 7 ilievilir. 4111 0 141IV" (- 11■11111111111 ...- MIMI 4AD: •19 ii it Will migni 0 ' 410" .4. • witAii,_14 ..... ,.... dant ' .EA: •- ' 311804 sa adiAdiait 1 e 8 1 IIPAIDINIAllarrAllirmilrel III= 44•41 II 1 :: •■•• t EGRESS LIGHTING DESIGN TO BE DESIGN BUILD.: EGRESS UGHTING GENERAL NOTES ‘ 1.; WaVIWAINIZOIFillAw. • VI 41111 =1_110 Alm zaillm-7; all Work Shop E I,• , li it 4 LOAD:18 1111PAIIMPALWAILWAMP41111 111,1" ..g 411,11e16111111,4111r11.411 •II ikkv il■ lit I Office , °0 --'3Pk . 114411•411191■71111111711111A:w1110144111111■11111011111111114111"Pi 111111101141141111 ail 1 4..„...-----eljThAD:1 - AREA:93 FACTOR: 100 2. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE(11 LUX)AT THE FLOOR LEVEL. ili sttALwowymgr:TumvitwAldrieralltisprolfitroliiti B.Office . 1 3. EGRESS LIGHTING IS PROVIDED IN THE HATCHED A s i 1362 1 III FrA I III 11"9/101111 111 LOAD:3 - AREAS AS INDICATED IN THE ADJACENT LEGEND 111111111191) Fili-:1 irit,ir„,„_,,,tr„..4,,, .4r2. ,. , AREA:279 35A +20.620 FACTOR: 100 _Office wiiii.. NO NW 36A f 1 ..___,,--,---13-,_ LAORAEDA::193 4. EGRESS LIGHT FIXTURES TO PROVIDE THEIR OWN 11611011AlldiA11641164116110116101111101a1111111i W1111141111110 0.20 FACTOR:100 EMERGENCY AUXILIARY POWER. IPIIIPIrirellrellritirardratiritirlifirli 6 11 q01, plo II_ _..,_ „ /04 _ ., , I a GENERAL CONDITIONS ribrAllivormAllOwAjammi.AmillplwairlatilarAlientiratiliti ii • .0 4,. 111.111 ,,?v, ,. , \-47 Office \ <,) AI 1 \j-----13j- 011111°' ' 1. PROPERTY: WI I - •11 - 1111 - la a ei 1116wWilliwwilia11117111Palk7WAIN II/ Kim In --I6 I LIN/ AiLl.vai %yr 0. 0 LOAD:1 Milk 1111111114111L\1. ' " AREA: 90 12985 SW GRANT AVE. Weill.1.11 ‘-f;' Ill 11111011111111111111.111.1111111141111.111111111111111i w vimillnilimmall11.1■4111•■ %111.. FACTOR: 100 TIGARD, OREGON 97223 11611116116&01141r11614110111111111111101111111 IA mil-will PArlikvamiwrilkaillimirdarAMILIMIP WWI 2. ZONING: iii:l It Iiir w 411 TAX LOT#200 R-12 3,050 SQ. FT. MIN LOT SIZE 1 I p rip WA P in Ilatiffi .f1'7pwMkr'AaiLAIrsma:*IsrA_kla.ACCAla 1111 11) ibm TAX MAP NO. 2512CB R-12 3,050 SQ. FT. MIN LOT SIZE MEDIUM DENSITY RESIDENTIAL 1111111.1(10111111P9 ®+ = "0111F1111p91-09poil 1 */ 41 ......1 PANlk r mikiiik_Allhi_Alible_Allhi_411L____ 1 • 041 .4111kiloo•Aoriw. s . 3. BUILDINGS SUMMARY: l< Cs1 IRA. ....."1.40 i 111 5 8..2'0 F‘A-C:A:0. 1Vil 111 • MULTI-PURPOSE FACILITY ,-- FIRST FLOOR 10,981 S.F. KW" 1111911411111011P.. 70 i 1 rpa 444 _2 Cii;) ....., ,,, . ..). :, MEZZANINE FLOOR 1,839 S.F. Iniallaral LIDA I 1141141164111Alk ' ' " Ake Ailltmg TOTAL: 12,820 S.F. .11 v III PA M 1 LI I I I P■I I I PA IIM Prlli16•4111611111. 111 1..11116 ma 0..... SECTION 505.1 MF77ANINES SHALL NOT CONTRIBUTE a rawal&WAILIMIN11111111111111111 111W1111■1110111 /WA. P• I1W Wail TO EITHER THE BUILDING AREA OR --- • NUMBER OF STORIES... iii i< lo ...- TOTAL: 10,981 S.F. (WITH OUT MEZZANINE) OCCUPANCY A-1 CONSTRUCTION-TYPE V-A 0 ll • III (ENTIRE BUILDING FULLY SPRINKLERED) YARDS-SEPERATION ON FOUR SIDES 61111111 FIRST FLOOR FIRE /LIFE SAFETY SUMMARY NORTH-70 FEET EAST- 125 FEET SOUTH-425 FEET 1/8." = 11-0" WEST- 170 FEET 4. ALLOWABLE AREA: (TABLE 503) 11,500 S.F. (TWO STORIES) 5. MAXIMUM HEIGHT ALLOWED:2 STORIES, 50'. * 6. PARKING SPACES: (SHARED WITH CF TIGARD ELEMENTARY) EXISTING PARKING SPACES 105 NEW PARKING SPACES 64 I TOTAL 169 1 DEFERRED SUBMITT'AL8 Lighting *err-^ A I • - . / : -A... 40 LOAD:1 . 1. ELECTRICAL(DESIGN BUILD) .. AREA:62 arJ= 'LEIM i FACTOR: 300 2. FIRE ALARM SYSTEM(DESIGN BUILD) / - 0- ::ter ,i1=14 111111111MAYM . , , . 0.2o= ' 1 r" 3. MECHANICAL(DESIGN BUILD) CZ ,eel. , lor III 111/ II it 4. RETRACTABLE SEATING SYSTEM .111611A41161164111* Mt, aptionawatmok IIMM"1.4 A,Mech. 5. SPRINKLER SYSTEM (DESIGN BUILD) LOAD:2 Dr idliraillillilliird•011illlitillillPli-0.:0 it AREA: 615 % FACTOR: 300 a:7: ...V, „..... lumirrwairemarrwairwaroga r Date: IMO...--,Atillw-111141111m4111111 ■illn .1p •At 4Ib (;) it 4, ...11 ging ow_ ralibl rod! olidi rapd1 AL Al `r Plot: 12/19/07 akaotppi-ih...isiioptsba-,r4prsir4Djkioprg f- 42A+10. 0 File: - ALWIrlir4111111111galimalpiliiipilpf 0.•80 Check: m,_ sok_. taw_ raw. raik ripk ram,_ re Revisions: Anrrlisillotemillier-Aldwilsillo-lmnie A gr2y6mviSIONS als Pilo lig ago 11111 11111 VIII° al . 111111111111111P-Algril111/1111 AL NIA rain mill gall rjeli rallPi NIP AN19111010-1-11iii1111110111111161111.11101111111110,11 AwIllrill Mr rir fir r Mr Mr ..ir 4104 ribi 91. op PAIN PAIN 111116-1 111 aiwitAtacolglimilistansmagilliolik 741 . r.ntrol Roo . - vs op LroitlE win LAW orl gip: II LOAD:2 Sheet Title Me rat, "aim ivalm Yap, ralm railh valli AREA:161 Alm pi LI kV 1 pow ovAIRIMIM p.m" oak., mop. ,,, FACTOR: 100 FIRE / LIFE Alinglaisrikani -pi --lps wom r• 11111 -110 -11bp -1101111116-161 SAFTEY SUMMARY 41111.19111111-111110:arigrarkilliallgri - Iowa" jar glir gegi ger Iniqo Alk,. eirtril 1111111111111111111111111111111eril ,, .-4, 41'D 44)CfP: . INewaritio _____. 247 <aa 1 Atiovk. ;,r itz blp ye-7z 1 .4. Q._, $.41 0 II al al Illy Lighting I it it ii • A ,• ■ Ir ''' ' D, I r5,1 .. • 1 le I T cJ) • ' c■ '. 0 ii iiiiiiiii rifETDA:,,,:,,R900 0.•20 i, OF Ot"' MEZZANINE FLOOR FIRE /LIFE SAFETY SUMMARY A0.01 1,13" Job No: 07001 I r © EXISTING LIGHT FIXTURES TO REMAIN ) , Q v C GRASS SWALE(SEE LANDSCAPE NOTES AND ! 0 ^ 0 CIVIL SHEETS FOR ADDITIONAL INFORMATION.) y"1% ++++++++++ BUFFER AREA(1350 SQ.FT.) ...••• ...• ` � _1 R r EXISTING LIGHT FIXTURES TO BE RELOCATED • + + + + + SEE LANDSCAPE NOTES -_----='-= + + + + 1. BUILDING FOOTPRINT SIZE 10,981 SQ.FT. 552 SQ.FT.(4.3 ACRES) NEW LIGHT FIXTURES TO MATCH EXISTING �: qa NEW CONCRETE PAVING (LOCATION AND NUMBER OF C HT FIXTURES 2. LOT SIZE 387,803 SQ.FT.(8.9 ACRES) 3. LANDSCAPING 184, .� 184,552 SQ.FT./387,803 SQ.FT.=47.6% TO BE DESIGN BUILD) • '• •• '� 4. IMPERVIOUS SURFACE 203,251 SQ.FT.(4.6 ACRES) •' ti NEW ASPHALT PAVING(ADD ALTERNATE#1) 40 _ _ _ ,,. ...• 203,251 SQ.FT./387,803 SQ.FT.=52.4% 5. YARDS-SEPARATION ON FOUR SIDES SODERSTROM EXISTING TREES OR PLANTING TO REMAIN ,,.--y NORTH-70 FEET It - _'-/-- EAST-125 FEET SOUTH-425 FEET ,,.. ; WEST-170 FEET ARCHITECTS pc mly*a r - + is EXISTING TREE TO BE REMOVED ' , ' � 1200 NW NAITO PARKWAY %WS, SUITE 410 I 1. ALL ELE TRICAL WORK INCLUDING SITE LIGHTING TO PORTLAND, OREGON 97209 .00,- 1 RIM 197.50 BE DESIGN BUILD. TEL: (503) 228 5617 ..••• PLANS INDICATING AREAS TO BE ILLUMINATED BY THE FAX: (503) 273 8584 4 PROPOSED AND EXISTING LIGHTS WITH LIGHTING LEVELS NEW TREE,SEE LANDSCAPE NOTES AND , 0 INDICATED ARE TO BE SUBMITTED TO THE CITY BY THE DETAIL 12/A1.03 , DESIGN-BUILD CONTRACTOR. 1 , 2. NEW PARKING PAVING SEE KEY NOTE 3 NEW SHRUB,SEE LANDSCAPE NOTES AND ...► , NEW WORKSHOP SEE KEY NOTE 20 S DETAIL 11/A1.03 "'� 3. REFER TO CIVIL AND ARBORIST TREE PLAN FOR ARCHITECTURE 1 ' ADDITIONAL INFORMATION AND COORDINATION. 1 4. EXISTING IRRIGATION TO BE ADJUSTED/MODIFIED AS PLANNING , t I NECESSARY TO MAINTAIN FULL COVERAGE.MATCH EXISTING, INTERIOR DESIGN \ ; -~ :I 1 16 ;,� • 7 •' ' F -' •' Y. EXTERIOR RESTORATION 1 5. • ONLY THOSE S 19 NTIFIED 0 THE CITY APP-OVED ..0. 1111 RIM 19 31 1 1 ARBORIST TREE REMOVAL PLAN,AKS SHEET 1 OF 1,ARE AUTHORIZED FOR REMOVAL.SEE TIGARD MUNICIPAL CODE 1 % CHAPTER 116 AND 18.790 OF THE TIGARD DEVELOPMENT 0 1 1 6. MECHANICAL/PLUMBING WORK TO BE DESIGN BUILD. 1 1 PLANS INDICATING ROOFTOP EQUIPMENT AND GAS METER LOCATIONS ARE TO BE SUBMITED TO THE CITY BY THE ..••••• ...0•• ' 1 DESIGN-BUILD CONTRACTOR. /` 1 1 LOCATION OF GAS METER TO BE SCREENED,SEE I LANDSCAPING NOTES FOR REQUIREMENTS. 1 I �Y • - 66 1 O EXISTING ASPHALT PAVING TO REMAIN (110111) 1 1 REPLACE DAMAGED PAVMENT AS REQUIRED. O ; O EXISTING PARKING AREA TO REMAIN 1 1 /""s\ ; O NEW PAVING WITH NEW STRIPING(ADD ALTERNATE#1) 1/ \ \\ ' 0 EXISTING CONCRETE WALKWAY TO REMAIN °I.I.illil 0 \ 1 \ 1 O EXISTING CONCRETE CURB TO REMAIN Gai \ 1 \ 1 O EXISTING CONCRETE WALKWAY AND CURB TO BE REMOVED i I 0 NEW CONCRETE CURB 0 1 1 0 NEW CONCRETE WALKWAY 1 1 O NEW ASPHALT PAVING ti ilk \41 1 t OAS IA O'C EIDTE ECTR PARKING LOT TO LIGHT AND BUILD CATE 4 it RE-VEGETATION AS REQUIRED,SEE CITY OF TIGARD MUNICIPAL 1 N[.1 4 14 0 i.. -..' -_.._--_ _( CODE SECTION 18.745060AND SEE DSCAPE NOTES O NEW PARKING LOT LIGHT POLE,MATCH EXISTING. o i ELECTRICAL TO BE DESIGN BUILD 1' O EXISTING PARKING LOT LIGHT POLE TO REMAIN _ 1 1 O REFER TO ELEVATIONS A3.01 FOR BUILDING SIGNAGE _ i 1 ii.iiii "1 --- O ( 1 O EXISTING CATCH BASIN,SEE CIVIL I � ' ■ ... --- -_--..-1 ( 1 0 NEW TRASH ENCLOSURE,SEE DETAIL 0/•1.03 ..» 1, O NEW PAINTED CROSS WALK AN• •IRECTION • '1"OW STRIPING r- 1 I1 .�«. \I \Iiik 0 1111111111111111111111‘ r-. -- 1 1 O EXISTING CATCH BASIN TO BE - ,OCATED,SE-,..VIL .•.- 1 t 111:11::- - --^ // 11 O EXISTING DRIVE!PARKING , 4►�■ iii) \\I �� 2m NEW WORKSHOP,(ADD ALTERNATE#2) } /�►- `\ st EXISTING DOWNSPOUT,REPAIR AS REQUIRED. • sz NEW DOWNSPOUT 11#44 1\�\` t 1 ,J O SEE SITE DEMON PLAN AND ELEVATIONS iiiil { x'111 V,�� i +^' a l 1 sa 15 BIKE CAPACITY(22"X 115"),SEE DETAIL 13/A1.03 EXISTING 6'-0"HIGH CHAIN LINK FENCE TO REMAIN ' ® �`` �i/ �� INSTALL SCREENING SLATES INTO FENCE. ■ t�'/ G CURB CUTS FOR REFERENCE ONLY. ) t .1 111/ 4 * i + '�- e SEE CIVIL FOR LOCATION,SIZE,AND QUANTITY.• t 16 41100 I . . . . . LANDSCAPING NOTES INSTALLATION OF ALL LANDSCAPING SHALL BE AS FOLLOWS: i��llp�`i `\ 1. ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO ACCEPTED PLANTING PROCEDURES; IIIIII 2. TLAND \� / SHALL HE P MET ET THE MATERIALS SIZE AND SHALL GRADING BE OF HIGH STANDAR GRADS E,OF AND THE �� t I� \ 4 . AMERICAN STANDARDS FOR NURBERG STOCK(ANSI Z60, It, \` 1-1986,AND ANY FUTURE REVISIONS);AND R 198.69 \ b + 3. LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE VIA �� WITH THE PROVISIONS OF THE CITY OF TIGARD MUNICIPAL 1 ilII 9 CODE CHAPTER 18.745. 4. THE PLANTS TO BE SAVED,NOTED ON THE SITE PLAN,CAN BE FENCED,AS IN SNOW FENCING WHICH CAN BE PLACED 1 AROUND INDIVIDUAL TREES). 5. LANDSCAPING IN THE FRONT AND EXTERIOR SIDE l .* • 1 0. YARDS SHALL INCLUDE TREES WITH A MINIMUM CALIPER / `, '_., s 4 1 OF TWO INCHES AT FOUR FEET IN HEIGHT AS SPECIFIED r�t.' 4, 1 IN THE REQUIREMENTS STATED IN THE CITY OF TIGARD ;.:2.1 '' a 1 0 \ 1 r MUNICAPAL CODE SECTION 18.745.040.C.2 Mz 6. BUFFER AREA REQUIREMENTS; ]j i ' : =1 HAVE A MINIMUM CALIPER OF TWO INCHES AT FOUR � ?_43 I \ 0 _ A.ONE ROW OF TREES SHALL BE PLANTED.THEY SHALL FEET IN HEIGHT ABOVE GRADE FOR DECIDUOUS '` °• 5)^1. \ 011411 TREES AND A MINIMUM HEIGHT OF FIVE FEET HIGH 1' FOR EVERGREEN TREES AT THE TIME OF PLANTING. s J _ B. SPACING FOR TREES SHALL BE AS FOLLOWS: .0.1%_..J.,.... SMALL OR NARROW-STATURE TREES,UNDER 25 FEET ` 1 �� _ ® I- \ (f\\ "t/�£' * i TALL OR LESS THAN 16 FEET WIDE AT MATURITY SHALL Drawn: --- 1 BE SPACED NO FURTHER THAN 15 FEET APART. II tt Fr_.\ \ * \� � tl1 Date:3 II II �VI'/,//,/� \�`\,I'!��//� \\ \\_ 1� , 11U C.ONE-GALLON SHRUBS HAL FIVE-GALLON FOR EACH II II --- j / \ \ \- -{ �' 1,000 SQUARE FEET OF REQUIRED BUFFER AREA. Plot: 12/19/07 ` U U .r, * I-___J + _ RIM 200.24 \\- /i \ .- 0 1 D.THE REMAINING AREA SHALL BE PLANTED IN LAWN. - ` `�,� '�\ ,\\��I�tG��,;J121,00411 7. ACCEPTABLE METHODS OF RE-VEGETATION INCLUDE File: \ i "��1I7< "�I��I 0 O \\ . I HYDRO-MULCHING OR THE PLANTING OF RYE GRASS, i 1 \1 1 BARLEY,OR OTHER SEED WITH EQUIVALENT Check: NONE 1 L . __ GERMINATION RATES,AND: 1 I A.WHERE LAWN OR TURF GRASS IS TO BE ESTABLISHED, Revisions:A 1 1 LAWN GRASS SEED OR OTHER APPROPRIATE CITY REVISIONS 1 LANDSCAPE COVER IS TO BE SOWN AT NOT LESS THAN 1 I FOUR POUNDS TO EACH 1,000 SQUARE FEET OF LAND 01-24-08 1 AREA,; 1 6 1 B. OTHER RE-VEGETATION METHODS OFFERING ' 1 1 EQUIVALENT PROTECTION MAY BE APPROVED BY THE 1 1 APPROVAL 1 1 C.PLANT MATERIALSRARE,TO BE WATERED AT INTERVALS 1 1 SUFFICIENT TO ENSURE SURVIVAL AND GROWTH;AND 1 1 D.THE USE OF NATIVE PLANT MATERIALS IS ENCOURAGED 1 I TO REDUCE IRRIGATION AND MAINTENANCE DEMANDS. I1 8. GRASSY SWALE LANDSCAPE REQUIREMENTS; 1 /' A.PER 200 SQUARE FEET OF FACILITY AREA PLANT ONE 1 EVERGREEN TREE WITH A MINIMUM HEIGHT OF 6 FEET Sheet Title 1 OR PLANT ONE DECIDUOUS TREE WITH A MINIMUM SITE PLAN CALIPER OF 1 X INCHES AT 6 INCHES ABOVE BASE. DEMOLITION B. GRASS SEED OR SOD IS REQUIRED TO COMPLETELY RIM 199.31 COVER THE GRASSY SWALE BOTTOM AND SIDE �� /G SLOPES.(SHRUBS ARE OPTIONAL) C.PLANTS NEED TO BE ESTABLISHED AT THE TIME OF + FACILITY COMPLETION(AT LEAST THREE MONTHS �( Q f �� . . AFTER SEEDING.)NO RUN OFF SHALL BE ALOWED TO �D C�J' ' illgt* 9. TREE PE ES • BE USED;L GRASS EST• ISHED. ,�� 2473 `� III A.DOUGLAS-FIR(PSEUDOTSUGA MENZIESII)AND/OR, , r ii''• ,, SWEETGUM(LIQUIDAMBAR STYRACIFLUA)AND/OR, -- REDWOOD(SEQUOIA SEMPERVIRENS)AND/OR, B. TREES TO BE PLANTED NEED TO BE APPROVED BY THE t� 1' Y �F EGON,. WILLOW(SALMX SPP.) { DIRECTOR FOR THEIR SIZE AND SPECIES. / ��Q . 1 C.ALL TREES ARE TO MEET THE REQUIREMENTS IN THE 4� �`` LANDSCAPING NOTES AND ALL CITY MUNICIPAL CODE OF 'I REQUIREMENTS. 0 SITE PLAN DEMOLON NO ' 10.THE TRANSFORMER AND GAS METER SHALL HAVE 1" = 10...0.. LANDSCAPING SCREENING. A1.01 Job No: 07001 L. + + + + + + + r LAID + t + + + + + + + +++++w, + + + + + + + + + t 4. + + + + + 0 EXISTING LIGHT FIXTURES TO REMAIN ) O O GRASS SWALE(SEE LANDSCAPE NOTES AND + + + g + + ��+ + + + + O r O ^ CIVIL SHEETS FOR ADDITIONAL INFORMATION.) + + + ++++ ++++ + ,`�'r ++++++++++ + + + + Y•k -+++t++++++ BUFFER AREA 1350 SQ.FT.) ...:.....:::::::.:.......•.:...•....:.:..:...:...._::•:.-_,:...:.:•_.:.•.:_.,,:_:_.:_,..::._:.,::._:..:i..:_..:,.._:..,::•:..._.:•..:.._.:..:,...: R r EXISTING LIGHT FIXTURES TO BE RELOCATED + + SEE LANDSCAPE NOTES + + + + + s t + �/ + + + + + + + + + + t + + + + + a' ` .' + + + •S + + + + + . + + + + + + + + + + + + + + + + + d ° NEW CONCRETE PAVING + + + + + + + + + + + + + + + + + + + + + + + + + + + + fa NEW LIGHT FIXTURES TO MATCH EXISTING 4 + + + + + + �.r• + + + + + + + + + + + + + + + + + + + (LOCATION AND NUMBER OF LIGHT FIXTURES , _ TO BE DESIGN BUILD) }... i•�,. t + + + + + + + + + + + + ++++++++++++ + + + + + + + + ,:.. NEW ASPHALT PAVING(ADD ALTERNATE#1) ff 4. EXISTING TREES OR PLANTING TO REMAIN + + ++ + ++++' + ++++ + ++ + ++ + ,+++++ \ ++++++ ++++ t+ +++++++ + + + + + + + + + �- + + + + + + - + +z+ + + + / + + + + + +ill + + +- ++++ �S ++++ + ++ + �, i r' ' ++++++++++ '- + + + + + + + + + + 1. BUILDING FOOTPRINT SIZE 10,981 SQ.FT. + + + + + + + + + + + + + + ` W © 2. LOT SIZE 387,803 SQ.FT.(8.9 ACRES) . . . .... -.. .. elk,. + + + + + + 1 + + + + + + + + + + + + A + + + + + + 3. LANDSCAPING 184,552 SQ.FT.(4.3 ACRES) + + + + + + + . + + + + + + + + + + + + + + + + 184,552 SQ.FT./387,803 SQ.FT.=47.6% SODERSTROM + + + 4 + + + + + + + + + + + + + + + + + + + 44110)11100. EXISTING TREE TO BE REMOVED + + + + + + + + + + + + + + + + + + + + + + + + + •• ,t•'r 4. 03 251 SQ.FT.1 387,803 SQ.FT.S52.4% (4.6 ACRES) + + + + + + + + + + ,� t + + + + + + + t + + + + 11 ARCHITECTS pc + + + + + + + + + + + + + + + + + + + + 5. YARDS-SEPARATION ON FOUR SIDES ''' + + + t + � • + + + + + + + + + + + + + + EAST-125 FEET - / \ y NORTH-70 FEET 1200 NW NAITO PARKWAY lit NEW TREE,SEE LANDSCAPE NOTES AND + + + + + + - + + + + + + + + + + + + + + + • + + + + + + + + + + + DETAIL 12/A1,03 SOUTH-425 FEET + + + + + + + + + + + + + .0% ' WEST-170 FEET SUITE 410 + + + + . .•. ...,: PORTLAND, OREGON 97209 + + + + + + :,, y ti • r -111:4•1•97:50. • • •<. i• TEL (603) 228 6817 + + , , :.F •�' GENERAL. FAX (503) 273 8684 S NEW SHRUB,SEE LANDSCAPE NOTES AND 4.••••• ++ + y . y: ,•i " •K• • ,•DETAIL 11/A1.03 .•"• , :a ,: : •• ,. ••,: :••. 1. ALL ELECTRICAL WORK INCLUDING SITE LIGHTING TO :, '. ,.t• BE DESIGN BUILD, PLANS INDICATING AREAS TO BE ILLUMINATED BY THE `' ' ,: ' ,'" ' Y PROPOSED AND EXISTING LIGHTS WITH LIGHTING LEVELS III-114 E a a' `•a : >:» •• < ,• •• INDICATED ARE TO BE SUBMITTED TO THE CITY BY THE PER '' �" ` . ,.: •:,w' LLD CONTRACTOR. pCtO ;.. ". 1 Y DESIGN-BU RI 197.31 "� > ::: �� , � '..- - ARCHITECTURE• �.: :r ;, NEW PARKING PAVING SEE KEY NOTE 3 PLANNING ^i` •�p' •':.: NEW WORKSHOP SEE KEY NOTE 20 t. 't•• DESIGN Oa '•;,� yy ��• � '' •; ,,.. "' .:f`� .*: t♦.� 3. REFER TO CIVIL AND ARBORiST TREE PLAN FOR INTERIOR D a:.'. y}• i,•: ADDITIONAL INFORMATION AND COORDINATION. ` EXTERIOR RESTORATION•: �-'h K`': ! `''•'' " " • `:' ` "' ° 4. EXISTING IRRIGATION TO BE ADJUSTED/MODIFIED AS ♦ ' O NECESSARY TO MAINTAIN FULL COVERAGE.MATCH EXISTING, .�"' .. .... . . .. ,`.:• 'a,t �:�.• :': .:.:,�.•:'' ,•; ,; .•., . ,Y:'; .�'•:','•. DETAILS A1.03;14,15,16,AND 17 FOR REFERENCE ONLY ""� ' ,•, ' , ` ••• r`' �• ,, :t,` . . :t•• 5. ONLY THOSE TREES IDENTIFIED ON THE CITY APPROVED . .. . ••ti ' � ;,a. . . ,.:...:.,:•a.• . . ,.;, .� :i,i` ' ARBORIST TREE REMOVAL PLAN AKS SHEET 1 OF 1,ARE AUTHORIZED FOR REMOVAL.SEE TIGARD MUNICIPAL CODE CHAPTER 1.16 AND 18.790 OF THE TIGARD DEVELOPMENT i '' :;> ' -: `' 6. MECHANICAL/PLUMBING WORK TO BE DESIGN BUILD. ...•� t , , 66 THE ti •w• PLANS INDICATING ROOFTOP EQUIPMENT AND GAS METER r•:• 11 h ', LOCATIONS ARE TO BE SUBMITED TO THE CITY BY °, a e t '.,. _ DESIGN-BUI • CONTRACTOR. Ili° '•'''` LOCATION 0 GAS METER TO BE SCREENED,SEE • . • 0 4. e .. . LANDSCAPI NOTES FOR REQUIREMENTS.•. 11 : �° 4 a 11• a . i2. '. ,; . ' , ' ; :y s. O1 EXISTING AS HALT PAVING TO REMAIN° rifi e , REPLACED AGED PAYMENT AS REQUIRED. ri"lilliii) 0 0 a ad a " _ 'r' •`•., 2 EXISTING P KING AREA TO REMAIN• 44 ......"....•.:.•` :.,:• •• 3 NEW PAVIN WITH NEW STRIPING(ADD ALTERNATE#1)• iiiii 1../ 4 .. , : • ' �' ,• EXISTING C CRETE WALKWAY TO REMAIN ° a `d A '. EXISTING CONCRETE CURB TO REMAIN , • 0) 0 e .•i••y'~ ~t. .. .y.v ..t.1, ••..• 'r• „ ® 'e• �•:, . . . ' i • A••' •• X : • . • ;�• ' � • ;i • \ `/� � O EEEEEEEAYDCURBTOBEREMOVED< ti ;.. 141; /a .:• k. KWAY ► O "' O 9 •‘•. ;' ;A. ► O O O , O NEW ASPH TPAVING 111111000. .,• t• '' " ' ' ' t ✓• • f Q O ® REMOVE EXI TING PARKING LOT LIGHT AND RELOCATE .0o e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 O' tt 1 -1111 \1,- :! t •• • 1 \ '"• .• „ ,�/ r1 O 0 li ti,• a \iii ._ �`-,y ELECTRICAL OBE DESIGN BUILD d < , y ,.,• E EXISTING P KING LOT LIGHT POLE TO REMAIN - 11 ° a e. I ° 1 O O REFER TO ELEVATIONS A3.01 FOR BUILDING SIGNAGE IFC) irl;ili a , a d , ' 1 py EXISTING CATCH BASIN,SEE CIVIL • 4 O O a \jJ \ 4 ,�/" `I- . 10'0" s' • iNEW TRE,SEE DETAIL 10/A1.03 . . . . . . . . . . . . . . . . . . . . . . e a ;'� . � 9 p • . • • , . . . . . . . . . . . . . . . . . . . . . NEW PWALK AND DIRECTION ARROW STRIPING I 1111111PV'llip, 0 0 . . (Ii;1 0 in . EXISTING CA CH BASIN TO BE RELOCATED SEE CIVIL 0 .. ? •.: - • • • • • 0 A 00 0 ' I ,0 • 444 :4 t t •' % , >9 EXISTING DRIVE/PARKING Oik, 1 I' ,, :* 2® NEW WORK HOP,(ADD ALTERNATE#2) a a O ,• •,. 1 0 0 EXISTING D SPOUT REPAIR AS REQUIRED. il II;® ° �� „ Y > O O O NEW DOWNSPOUT Iiiiii 0 E 0 a c� 11 w ► O O a O EXISTING De SPOUT TO BE MODIFIED II I" 4 {'' �` ,vt o y• r `� , O O �3 SEE SITE DE O PLAN AND ELEVATIONS. . . . .•. . . „.e 1 O O O O , . /Irk. • . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . ;.. '• 0 O 4 24 15 BIKE CAP CITY(22"X 115"),SEE DETAIL 13/A1.03 16i ii AS.02 t '': - : �'; a: ■ �' O EXISTING 6' "HIGH CHAIN LINK FENCE TO REMAIN•O `` Ems, %" INSTALL SC'EENING SLATES INTO FENCE. _ ,: . . ► = CURB CUTS •OR REFERENCE ONLY. E e t : SEE CIVIL F•R LOCATION,SIZE,AND QUANTITY.� .i •' ✓ .: .,rte-,' .. O �U•A8.02 :. i •. •y:0 \-. ' - . . , . - , -. . . . . . g 10,981 SQ:FT. . d _ a •, � ♦ '`r 1 o O 0 A d ` Y O g O 1 � INSTALLATION OF ALL LANDSCAPING SHALL BE AS FOLLOWS: • 1. INSTALLED ACCORDING TO a a a a '•�: •` ,Y, _ ; Q 0 4 ALL LAN SOAPING SHALL BE INSTALLS• ° "': ; � 1 0 0 ACCEPT D PLANTING PROCEDURES;•°'1. -�"'J a •• '�• '' / , 2. THE P T MATERIALS SHALL BE OF HIGH GRADE,AND 1° p 0 �,,../`�� da `, _ C, 4 SHALL M ET THE SIZE AND GRADING STANDARDS OF THE 1 0 RIM 198.69 8 ® °' A8.02 AS fd2 riiii111111111111111•111111111111111 J 1 AMERIC STANDARDS FOR NURBERG STOCK(ANSI Z60,401. P. 0 . , . qg� `+"�' �' a ': _: = 1-1986,AND ANY FUTURE REVISIONS);AND 0 :' • ' :': . ... ® 3. LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE �I. ` t WITH THE PROVISIONS OF THE CITY OF TIGARD MUNICIPAL / .4:1...2'. /"� DE HAPTER 18.745. O .. CO C 0 � I' a qip». •'••. •' •.• • ••• •, :.•. •- •'» •�• •,•' � •"' ► � 4. THE PLANTS TO BE SAVED,NOTED ON THE SITE PLAN,CAN �'� � 4 ,� -a-----,° 6•. a '.t ••�-i• ''r•~ O O O FENCING WHICH CAN BE PLACED 0 �'� � � � �' ---� �. .. . '. _.�:. . t,•. y;- • ,• . ,.., �' - ► O a BE FENCED,AS IN SNOW �� . I .......:1-....,:::,...,...:,........;... O O � AROUND INDIVIDUAL TREES). � �; 1 ' ' O O 5. LANDSCAPING ND THE FRONT AND EXTERIOR SIDE yy I a ° � •`i y■ - •• O O 4 YARDS SHALL INCLUDE TREES WITH A MINIMUM CALIPER , <� ,(p'.T''. .. ► OF TWO INCHES AT FOUR FEET IN HEIGHT AS SPECIFIED ; . .a . de a '- ® �� ..- .......--•;......- .••R'-'•• •' ••4•i '.i � f� •'••' 't IN THE REQUIREMENTS STATED IN THE CITY OF TIGARD ..4 a�d a ac' A8.02 ••,~ .. ••;� •, - „•• C►� � MUNICAPAL CODE SECTION 18.745.040.62 " F�` �.• ..., .:° t • N\INN 1% .. 0 a. o• .441, PLANTER c J' •.' ~' / 6. BUFFER AREA REQUIREMENTS; . .: . ., . . . . . . 11 111 • '..,....•. ; e'd �� • . • ,a e y > y E' Y HALL • a ` •a' ® I :< , A.ONE ROW OF TREES SHALL BE PLANTED.THE S r 1, °. ° a a j .I ,.�:•: •• ., ✓.t: `•' `' O HAVE A MINIMUM CALIPER OF TWO INCHES AT FOUR a 4 i HEIGHT ABOVE GRADE FOR DECIDUOUS IN y' vim, �s , FEET N HE G ` . . d a TREES AND A MINIMUM HEIGHT OF FIVE FEET HIGH 4 q t. a 4 , ' ' FOR EVERGREEN TREES AT THE TIME OF PLANTING. Drawn" o' SEE CIVIL 4�� d' )�•° - TREES SHALL BE AS FOLLOWS: . t O B. SPACING FOR a Date: b ° t t � T f� {• UNDER 25 FEE 1111/sNil. •"�7 SMALL OR NARROW-STATURE TREES,U I d s• s 4 4 d MATURITY SHALL < AT MATUR r•:• TALL OR LESS TH THAN 16 FEET WIDE V TAL e I a / •. , ."• .• 0 Plot 12/19/07 •• • ':. ..�• •" ® ® d ��.® � �� .•� • :;y. BE SPACED NO FURTHER THAN 15 FEET APART wi .. ,,• ✓ .. .. .. a � a • - C.IN ADDITION, 10 FIVE-GALLON SHRUBS OR 20 ✓ F R EACH _ - P PLANTED O EA d SHRUBS HALL BE LA ONE-GALLON SH U S S ONE GAL Ile: a F d' jig -0. N,, .t gilMilliplIkkt. .A ei e � � EA..a 4 T OF RE UIRED BUFFER AR` A 1 000 SQUARE FEE Q e C� a ° N LAWN. �.:� P PLANTED I LA D. SHALL BE LA " REMAINING AREA heck- :• O THE C e a E 'GYP.y d oast-� a' n ,ry a A d e' A d" a INCLUDE 7. ACCEPTABLE METHODS OF RE-VEGETATION d a ACC s e a 0 .. .••• •.: Revisions: P TING OF RYE GRASS H OR THE LAN M LC LNG HYDRO- U , A •�• WITH EQUIVALENT THER EED Y OR O S BARLE ;,. -, CITY REVISIONS at GE GERMINATION RATES A ND: A 01-24-08 t _ . . . .- A. WHERE L WN OR TURF GRASS i TO BE ESTABLISHED, , '•�' '>.• OTHER APPROPRIATE OR ER '4%. LAWN GRASS SEED O •t: • ,,• .. :i- ✓ LESS THAN• IS TO SOWN AT NOT LE LANDSCAPE COVER S T T' FOUR POUNDS EAC H 1 00 O SQUARE FEET OF LAND o .. AREA; ; i f ✓ B. OTHER HER RE-V E ETA TI N METHODS OFFERING III•• I r p E Q UIVALEN T PROTECTION MAY BE• • BY THE APPROVAL AU THORITY •i I a • . .• .. . ,y.• I • -- ' -* - 00101 . . . . ... ENSURE. • C PLANT MATERIALS L A RE T BE WATERED AT T 1 NTE RVAL S SUFFICIENT T SUR VIVAL AND G ROWTH AND S • '• .. ENCOURAGED IS E COU• PLANT MATERIALS .. NATIVE LAN D.THE USE OF •i•• DEMANDS. Sheet Title •.: MAINTENANCE E S �• IRRIGATION NTE TO REDUCE IRRIGAT O O .s a�,i. gib w �i �irr: �rY• r 4 APE REQUIREMENTS; 8. Y WALE IANDSC GRASS S PLAN . . . SITE S • .... ... NT NE , F FACILITY AREA PLA O _ •i. .. . ., .. A.PER 200 SQUARE FEET O •t' F F ET A MINIM M HE IGHT O 6 E .•,• E WITH U • ER REEN THE EV G Y✓ M .. 1 H A MINIMU DE IDUOUS TREE W T•'a ,• .. . . R PLANT ONE C•RIM 1 1 RM 993 AB VE BASE. T INCHES O •. IPER OF 1 INCHES A 6 a t CAL a •0 :. •• .**.......*:-.2...• .:::.•.•7'....'. .-:. •*.,.•..::*::-... ....••':*.: 0• ETELY 1 T OMPL RE RED O C R OD IS QU RA S EED O S B. G S S AND SIDE Y WALE BOTTOM THE GRASSY S COVER T .r ♦ A• .. . . . . . . . . . .. .:. i .. :, ... ,. • . •:' . . ... SLOPES.(SHRUBS ARE OPTIONAL) 14:1r4::".:Ir-----..:-.%T OF THE IME OBE ESTAB LISHED AT NTS NEED T C PLA 247T A LEAST THREE MON HS MPL TION T I TTY O E FAC L C i. w .i. . ,. :: T IN NO RUN OFF SHAL L BE ALOWED TO. •t _ •<. AFTER SEED G.). . , •t•' i . : . . . • L i ,• . r ••: • ESTABLISHED. .• , • • . .. . . . . . IS ESTABLIS • 0 ..•• • . . ... . .• .. •, •t• UNTIL GRASS S It SWAL U 4 WINT S 4 •�' .. t• t 9. E TO B US TREE S'EC S ,. •if .. . . II AND/OR, 1 T UGA MENZIESII)AN FIR SEUDO S DOUGLAS-FIR elPIA• !A.ao 't t AND/OR, •.� IFL A (LIQUIDAMBAR M STYRAC U M LI UD B SWEETGUM S Q O s O SEMPERVIRENS)AND/OR,. (SEQUOIA SEM ER REDWOOD SE RED Q , t ( n ✓•t�' W SALIX SPP. •:' WILLO _ • •Y N RTH 674" S. O r• APPROVED BY THE O 'R' • NEED TO BE APPRO TREES TO B E PLANTED r, ,, . = : y. a. Ii 11 •• -•� DIRECTOR FOR THEIR SIZE AND SPECIES. Y ' C.ALL TREES ARE TO MEET THE REQUIREMENTS IN THE•.••• . , . .• : .SI•IE PLAN • `,• , i : .' f REQUIREMENTS. A i.02 1" = i0'-0" °' :•! ' - ` ' ' ' '' 10.THE TRANSFORMER AND GAS METER SHALL HAVE••° is A " ' . ' 0 LANDSCAPING SCREENING. Job NO: 07001 O L : y. r 1/8"RADIUS TOOLED EDGE ACCESSIBLE 1,, -1n PARKING SIGN- 2" 1/2"PREMOLDED TO'O EDIEDGE 2" 2"4 0/ 36"MIN. / / SEE DETAIL 6/A1.03 2" " EXPANSION JOINT r 37" ' / VARIES __ VARIES lil2 FILLER MIN. MAX.SLOPE 1:12 MAX.SLOPE 1:12 =, vv I a•\ -VAN ACCESSIBLE STALL . v' ° . •^ • ° ,l ,1 ° !v 1/2" EXPANSION JOINT• •••♦♦ ♦•♦•♦♦••♦+ ♦♦♦•♦ ♦♦♦• ° D Q ° ° - 0 • 0 H 1 .iii Pi -- D 4 CONC.SIDEWALK• • • . ••.; . ; • .••• :•o••••. ••::: 4• •••:♦y •,'. = ACCESSIBLE CURB °�- o ° o• • ,.... y..... .. .....,• � D ° ° o €tC;♦••�� o•. ILL TOOLED EDGE w ° o O o --- - ___°..♦ ♦.•. •. .•.,.♦.,.,.,.❖. , - � 7 _ : o:: �:�:::O(3::::: :*:•:•:+::::::.. • • • a 6" 3000 PSI CONCRETE : r LEGEND ®0 PARTITON TYPE—SEE SHEET A9.01 alto.)11 REFER ALSO TO FIRE/LIFE/SAFETY PLAN SUMMARY SHEETS FOR COORDINATION OF RATED ASSEMBLIES. 0 0 . REFER TO WALL SECTIONS FOR -= HORIZONTAL ROOF/CEILING AND FLOOR/CEILING ASSEMBLIES. .... ... ^-�, FOR COLUMNS REFER TO SIZES v 2 2 ON THE STRUCTURAL DRAWINGS, OLL O Q NEW WALL SEE PARTITION TYPES. ——— EXISTING WALL TO BE REMOVED. f EXISTING DOOR TO BE REMOVED OR 53-11" ■\ _ RELOCATED,SEE DOOR SCHEDULE. SODERSTROM CENERTA0 NOTES ARCHITECTS pc FRAmi 1. ALL ARCHITECTURAL DIMENSIONS 1200 NW NAITO PARKWAY mow. ARE FROM FACE OF FRAMING STUD PORTLAND, OREGON 97209 -^,1 C NG STUD UNLESS 10" l� TEL: (503) 228 5617 2s OFFICE �, OTHERWISE NOTED. FAX: (503) 273 8584 „- /■""� ', COO r,,, 24. 2. REPORT ANY DISCREPANCIES -- �� 1- BETWEEN ARCHITECTURAL AND REEZERI1 23 1l STRUCTURAL DRAWINGS IN 27.8" ( -- 1,1, It BEAM AND COLUMN SIZES/DIMENSIONS. 22 tats NOTIFY ARCHITECT BEFOR ORDERING! ARCHITECTURE PANTRY ,, „ FABRICATION OF BEAMS OR COLUMNS. ft) � i 20 t+1 G,.- °,� 3. INSTALL A SIGN AT THE TICKET OFFICE NOTIFYING PLANNING o a."� THE GENERAL PUBLIC OF THE AVALABILITY OF INTERIOR DESIGN /�°� ci ft' �� / 3 7" ACCESSIBLE SEATING AND WIRELESS ASSISTIVE EXTERIOR RESTORATION I LISTENING SYSTEMS PER OSSC 1108.4.12.2 �GI TC�-12 9'-11" KEY NO 1 Ef 1o,�"___' ¶O2 _ 19 r I.r,C , —1 ., \ O METAL CORNER GUARDS I N N 5 i 25 ® I J,��, — ' — LIT IL ( 2 ) HI-LOW DRINKING FOUNTAIN, SEE DETAIL 9/A4.01,W&X. is � '4 0 FIRE EXTINGUISHER CABINET, SEE DETAIL 1/A9.02 ---4t4" I d ', d . Lr-1o" _ L mi 1"I: 1\I 0 EXISTING GIANT BRICK MASONRY WALL, i0.00••••••oo,•.r.■'.........r ,, hi co -1 an' I �,� O 2HR FIRE RATING, OSSC TABLE 720.1(2) i El• -'--1 X,_ -- Q..——S Z S WALL 0 RUBBER BUMPER GUARD 29 12'-11" ' 9'-6" c :: NOT USED Gil —OFF——— L -1--i r-o 29A , \ n NOT USED OFFICE STOR1 L-......." _ �..JJ RETRACTABLE SEATING RISERS,SEE SPECIFICATIONS 14A 14 —-,j - 32A_ 31A 0 AISLE STAIRS WIDTH TO BE 42"MIN. PER OCCUPANT LOAD. AISLE ACCESSWAY WIDTH TO BE 14" PER OSSC 1024.10 — — r c , Q` Q q O HEAVY CURTAIN,SEE SPECIFICATIONS I 03 .oio. 7 6,/ 0 DN. ° ® ♦ 1 I 0 TICKET WINDOW, SEE DETAIL 10& 11 /A8.01 $01'C� d I ———i 0 CONCESSION STAND , SEE DETAIL 8/A9.03 r-- ; 1 < cDNOT USED .1 ' I BMU GARBAGE SCREEN, SEE DETAILS 8, 9, & 10/A1.03. E 3 , STAGE HOUSE G-Iii 12 11 - - " t4 RETRACTED SEATING STORAGE LOCATION I I m ::E:0 COORDINATE STUD WALLS WITH SHOWER MANUFACTURER. TEACHERS RM 0 SAFTEY GUARD RAIL, SEE DETAIL 19/A9.02 34 - 0 EXISTING SPRINKLER RISER I I to NEW WINDOW IN EXISTING WALL, SEE 1/A8.01 REPLACE EXISTING CLEARSTORY WINDOWS WITH NEW GI /�j t°J WINDOWS, SEE 1/A8.01 , , ,j� , O 1 KITC}„13 MOVEABLE WORK BENCH 20 (N.I.C. FOR REFERENCE ONLY) /j/ 3'1 N/ ON. RADIAL ARM SAW iiii 1 2t (N.I.C. FOR REFERENCE ONLY) ii_ ' _ FA.M. U /K > 1_013131' // '' * B 22 TABLE SAW / 10 O (N.I.C. FOR REFERENCE ONLY) '`�, > 23 AIR COMPRESSOR H — (N.I.C. FOR REFERENCE ONLY) d — \ `v ® in e (N.I.C. FOR EFERENCE ONLY) ,...,,.. L� �J ® OVERHEAD POWER DROPS 11A DN. 26 FLAT STORAGE A F.0 M. 1, iF Ii —71------11-1 II_ t� 1r————_ \FA.M. A 27 NEW CONCRETE RAMP A M 0 NEW BUILT UP FLOORING, SEE DETAIL 11, 12,AND 13/A9.02 • e i REMOVABLE FOLDING CHAIRS IN THIS ROW (N.I.C. FOR REFERENCE ONLY) 8 FIXED SEATING TO RETRACTABLE SEAMS AT THE 0 NEW ACCOUSTICAL TILE, SEE INTERIOR ELEVATIONS RELOCATE EXISTING DOOR TO DOOR 14B r � 32 33 RELOCATE EXISTING DOOR TO DOOR 27A itZ 4== Ag 53'-2" ,r O NEW 1 7/8"CONCRETE TOPING SLAB, SEE DETAIL 14/A9.02 ____ v : 115'-1" O' :.E: OVERHEAD ROLL UP DOOR, SEE DETAIL 15 AND 16/A9.02 4 0 REMOVE(E)HANDRAIL, REPLACE WITH NEW Drawn: --- SEE DETAIL 2/A9.02 N 0 RTH e TO BE REMOVED. PATCH AND REPAIR SUROUNDING Date: FINISHES. OTO BE REMOVED AND RELOCATED TO THE WEST WALL. Plot: 12/19/07 FIRV FLOOR D �� 3a PATCH AND REPAIR SUROUNDING FINISHES. - T File: Vs" = 1'-0" Check: Revisions: 1 Sheet Title FIRST FLOOR DEMOLITION PLAN 5 � �r tab 247 ,/�` . , g '91.It A2.01 Job No: 07001 L r MGM ®p PARTITON TYPE-SEE SHEET A9.01 0 0 . wil 8111 REFER ALSO TO FIRE/LIFE/SAFETY PLAN SUMMARY SHEETS FOR 4 COORDINATION OF RATED ASSEMBLIES. - REFER TO WALL SECTIONS FOR =_ ✓ 2 2 2 HORIZONTAL ROOF/CEILING AND _ __ - p 0 O FLOOR/CEILING ASSEMBLIES. FOR COLUMNS REFER TO SIZES u. U- LL ON THE STRUCTURAL DRAWINGS, _of' A _±._ . _ I NEW WALL SEE PARTITION TYPES. - --- EXISTING WALL TO BE REMOVED. I' EXISTING DOOR TO BE REMOVED OR RELOCATED, SEE DOOR SCHEDULE. SODERSTROM I CIMERAL Noes ARCHITECTS pc 1. ALL ARCHITECTURAL DIMENSIONS 1200 NW NAITO PARKWAY ARE FROM FACE OF FRAMING STUD SUITE 410 TO FACE OF FRAMING STUD UNLESS PORTLAND, OREGON 97209 TEL: (503) 228 5817 OTHERWISE NOTED. FAX: (503) 273 8584 I 2. REPORT ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS IN BEAM AND COLUMN SIZES/DIMENSIONS. NOTIFY ARCHITECT BEFOR ORDERING! ARCHITECTURE FABRICATION OF BEAMS OR COLUMNS. PLANNING 3. INSTALL A SIGN AT THE TICKET OFFICE NOTIFYING INTERIOR DESIGN THE GENERAL PUBLIC OF THE AVALABILITY OF ACCESSIBLE SEATING AND WIRELESS ASSISTIVE, EXTERIOR RESTORATION LISTENING SYSTEMS PER OSSC 1108.4.12.2. KEY NOES O METAL CORNER GUARDS 616 OHI-LOW DRINKING FOUNTAIN, SEE DETAIL 9/A4.01,W&X. O FIRE EXTINGUISHER CABINET, SEE DETAIL 1/A9.02 0 F.O.M. D ¢ EXISTING GIANT BRICK MASONRY WALL, ‘I; 0 2HR FIRE RATING, OSSC TABLE 720.1(2) j O RUBBER BUMPER GUARD O NOT USED iimill MEC ¢2 0 NOT USED RETRACTABLE SEATING RISERS, SEE SPECIFICATIONS a AISLE STAIRS WIDTH TO BE 42"MIN. PER OCCUPANT LOAD. `2o' AISLE ACCESSWAY WIDTH TO BE 14" PER OSSC 1024.10 to • 0 HEAVY CURTAIN, SEE SPECIFICATIONS 'q,loo. ' :E:0 TICKET WINDOW, SEE DETAIL 10& 11 1A8.01 0 CONCESSION STAND , SEE DETAIL 8/A9.03 , ,-- < . CD I I 1s_ NOT USED lli 0 BMU GARBAGE SCREEN, SEE DETAILS 8,9,& 10/A1.03. EA 0 RETRACTED SEATING STORAGE LOCATION illiiii co i STAGE SOUSE i5 12 II COORDINATE STUD WALLS WITH SHOWER MANUFACTURER. 141 0 SAFTEY GUARD RAIL, SEE DETAIL 19/A9.02 . - 0 EXISTING SPRINKLER RISER 0 NEW WINDOW IN EXISTING WALL, SEE 1/A8.01 is REPLACE EXISTING CLEARSTORY WINDOWS WITH NEW WINDOWS, SEE 1/A8.01 iira aMOVEABLE WORK BENCH (N.I.C. FOR REFERENCE ONLY) F.O.M B p / illiii \ 21 (N II.C. FOR REFERENCE ONLY) / 22 TABLE SAW // (N.I.C. FOR REFERENCE ONLY) / 2a AIR COMPRESSOR ■ (N.I.C. FOR REFERENCE ONLY) 0 Z¢ PANEL SAW 1 mist O (N.I.C. FOR REFERENCE ONLY) o _ 41 0 OVERHEAD POWER DROPS A F.C.M. F O.M. A FLAT STORAGE f1 IIM A z6 0 NEW CONCRETE RAMP 0 NEW BUILT UP FLOORING, SEE DETAIL 11, 12,AND 13/A9.02 1 e REMOVABLE FOLDING CHAIRS IN THIS ROW I (N.I.C. FOR REFERENCE ONLY) 0 FIXED SEATING TO MATCH THE RETRACTABLE SEATS NEW ACCOUSTICAL TILE, SEE INTERIOR ELEVATIONS ,"�/iiiii' 3i 0c 32 RELOCATE EXISTING DOOR TO DOOR 14B '"" � ,f 53'-2" A €E: RELOCATE EXISTING DOOR TO DOOR 27A mow t Q 115-1" O• ✓ L1 u: 34 NEW 1 7/8"CONCRETE TOPING SLAB, SEE DETAIL 14/A9.02 CI= A 4 N 0 RT H 0 OVERHEAD ROLL UP DOOR, SEE DETAIL 15 AND 16/A9.02 OREMOVE(E)HANDRAIL, REPLACE WITH NEW Drawn: --- SEE DETAIL 2!A9.02 MEZZANINE DEMOLITION PLAN e TO BE REMOVED. PATCH AND REPAIR SUROUNDING Date: 1 FINISHES. I/8" = I'-0" 38 TO BE REMOVED AND RELOCATED all WEST WALL. Plot: 12/19/07 O PATCH AND REPAIR SUROUNDING FINISHES. File: - Check: NONE Revisions: 1 J i i Sheet Title MEZZANINE DEMOLITION PLAN 5� �r �'�, 2473 •. H. th'911111 S. .' ' ` r...� `t$ �; EGON,` iftt A2.02 Job No: 07001 L r ................................... LEGEND cm PARTITON TYPE-SEE SHEET A9.01 0 0 . � �8IN REFER ALSO TO FIRE/LIFE/SAFETY .............. PLAN SUMMARY SHEETS FOR 4 . COORDINATION OF RATED ASSEMBLIES. REFER TO WALL SECTIONS FOR g HORIZONTAL ROOF/CEILING AND • • FLOOR/CEILING ASSEMBLIES. 0 0 0 FOR COLUMNS REFER TO SIZES ON THE STRUCTURAL DRAWINGS, -= mom NEW WALL SEE PARTITION TYPES. sue. EXISTING WALL TO BE REMOVED. 1 5311„ 4.11" EXISTING DOOR TO BE REMOVED OR SODERSTROM A3.01 19.5" y.i" C RELOCATED, SEE DOOR SCHEDULE. " 10 A" 0 ARCHITECTS pc 0 14'-1" , 4.4 18 GENERAL �B 1200 NW NAITO PARKWAY SUITE 410 5-8 1aa a" Zy,.1o„ 0 ® ../_'"� 0FF I C PORTLAND, OREGON 97209 0. I. ALL ARCHITECTURAL DIMENSIONS TEL.: t503) 228 5897 ARE FROM FACE OF FRAMING STUD �*/'�,,... OFFICE 24 A TO FACE OF FRAMING STUD UNLESS FAX: (503) 273 8584 ',..r OFFICE A B OTHERWISE NOTED. OFFICE 22 2. REPORT ANY DISCREPANCIES D A5.01 BETWEEN ARCHITECTURAL AND I 21 � A ARCHITECTURE OFFICE A B 0 A5 01 N C STRUCTURAL BEAM AND COLUMN SI ES/DIMENSIONS. 20 A d D 4501 ,,� c NOTIFY ARCHITECT BEFOR ORDERING/ PLANNING „ eO �o� B p 45.01 c i ``�' -_--------' ° FABRICATION OF BEAMS OR COLUMNS. INTERIOR DESIGN 20'4 © D 45.01 d c ,\ s,1" 3. INSTALL A SIGN AT THE TICKET OFFICE NOTIFYING n(®31 0' +" THE GENERAL PUBLIC OF THE AVALABILITY OF EXTERIOR RESTORATION c `,+'"' " MEI 10,-1" / ACCESSIBLE SEATING AND WIRELESS ASSISTIVE 00 _ -- �"" •'�''m�l En LISTENING SYSTEMS PER OSSC 1108.4.12.2. 49 r � ��v ►n ®m KEY NOTES a :- .� 19 r7�1�7AIAR) � Ib1QO A II d -911P 15 0 ,11, . ..._ AllilO METAL CORNER GUARDS A D 4501 ©�i MEN A401 B I°' "Ian II Cc H L.L. I ® 2�1 N O HI-LOW DRINKING FOUNTAIN, SEE DETAIL 9/A4.01,W&X.rip- I II .....„ ,„,, WI .0066 WOWS v,t� AigiSIM. 0 :::ii 7 10" ��N. _„" I a 118" O FIRE EXTINGUISHER CABINET, SEE DETAIL 1/A9.02 ‘; N © 1 it a1 c ® ( GFI 18A 18 ICI', 1 ;N i r� ti 1 l J ,, D 0,:0"t- S03 ilk el 15A . 01111 29B EXISTING GIANT BRICK MASONRY WALL, 2HR FIRE RATING, OSSC TABLE 720.1(2) �I •903 DN. 3 ALL 0 F °(�► I-��LL 0 iii 0 0 29 1 ' S RUBBER BUMPER GUARD A 1.1�t©1 Mall a 14B & 1 too .0 EZe� 12'-11" (111111111, 9'-8" " O 20 903 .0 s-T-0" MU �'�' J, 6 NOT USED .: 9m3 SIM. _ 1„I C 8TOi'�' _ - O 14A 14A 1`t' i ©• Iii -t NOT USED \i,. � I 0 ��■ 32A 30 31A 3 O -_ N (34) _ © °' =�� A401 S RETRACTABLE SEATING RISERS, SEE SPECIFICATIONS 0 L- ��./ ® ■ _. o ® Q O AISLE STAIRS WIDTH TO BE 42 MIN. PER OCCUPANT LOAD. ti.,. Ia It- 0 tjtI 1 - N - 0 0 -- _ ® 0 �, i' UJI"INS2 N AISLE ACCESSWAY WIDTH TO BE 14" PER OSSC 1024.10 0 22 © �ii`� 0 DN D '.0• s' "�, �,, �i' 0 1 A \..J HEAVY CURTAIN, SEE SPECIFICATIONS Ok Ilk 1 .44211111 A91a2 ®, 9�2 At= I ® TICKET WIDSEE DETA0& 11 /A801 WNSI c A5.0 j4. 44i , �,,, CONCESSND , SEE AIL 8/A903 o A9m2 4 �k 011* _ - r.. �, "'� NOT USED li s-r, � 28 PIOUS ! `� / iiii o 10/A1.03.12 11 � ► `'■ „_ - •ONF I •. II `°2 c - � I I ��- � `� `� _ o l4 RETRACTED SEATING STORAGE LOCATION A3.n 111/M 1 34 35 A A -» 111 ■ 111 II Nal 0 d E 12,1111 B • ■ ■ ■ ■ ■ - B A 35A a i5 COORDINATE STUD WALLS WITH SHOWER MANUFACTURER. 441 26 F A5�1 p • II • ■ al ill • ,- . A5.01 D �� B 36A Oil I C� '� .. O • ■ ■ ■ i A �; tb SAFTEY GUARD RAIL, SEE DETAIL I91A9.02 c c -. li II ■ k 36 'I B O ■ ■ • • CON' S5ION cal C �) Il D A5.01 t� EXISTING SPRINKLER RISER 0 • • • • 1 ,-o"'I`3, '" 33 II • ■ • ■ • ■ • ' �, �a 0 N c NEW WINDOW IN EXISTING WALL, SEE 1/A8.01 11 11 al I Il " 111 .I a- MI El a D Q : ► all o \'9 37A IC A t9 REPLACE EXISTING CLEARSTORY WINDOWS WITH NEW A ■ _ L ■ _ A d B WINDOWS, SEE 1/A8.01 N ' r ■_ M •!! DN.A902 ° 0 3� p A5 01 20 MOVEABLE WORK BENCH A3.01 A9m2 • ■ ■ ■ ■ ■ ■ ■ ■-111-i ��1 C + RP"- (N.LC. FOR REFERENCE ONLY) illii • -" ■ ■ -" ■ I) 2t (N CF OR REF RENCE ONLY) ■ ■ ■ ■ e I TABLE SAW 0 8.�„ 6 ®T• 0 'I D LO A (N.LC. FOR REFERENCE ONLY) 0 ( 10 e AIR COMPRESSOR I I N DN. A (N.I.C. FOR REFERENCE ONLY) _� MS :: 1-'4"+1- MI el.4- ®D 4 �' p Al 01 B 24 (N.I C O REFERENCE ONLY) 0 Q A3 01 "" _; 11A DN. A9.02 C e - OVERHEAD POWER DROPS 1M ' ` F.0 M. _ ',�� - _ •A , � \F�O.M. A 26 FLAT STORAGE o , fi 21 NEW CONCRETE RAMP .7 2s NEW BUILT UP FLOORING, SEE DETAIL 11, 12,AND 13/A9.02 AMA - REMOVABLE FOLDING CHAIRS IN THIS ROW W NI • • 29 (N.I.C. FOR REFERENCE ONLY) stimill oFIXED SEATING TO MATCH THE `'I RETRACTABLE SEATS 1 lea* 3 AI 4 e NEW ACCOUSTICAL TILE, SEE INTERIOR ELEVATIONS r A3.01 lair A3.11 RELOCATE EXISTING DOOR TO DOOR 14B 1Z \ 32 r �`- 5'-8" 18'-1" i -13'-5"-� t. .1 53'-2" i 25'-0" , 11'-5" ✓ 33 RELOCATE EXISTING DOOR TO DOOR 27A �` i 0 115'-1" d cr v u- u 34 NEW 1 7/8"CONCRETE TOPING SLAB, SEE DETAIL 14/A9.02 4 35 OVERHEAD ROLL UP DOOR,SEE DETAIL 15 AND 16/A9.02 Drawn: --- N 4 RTH ® REMOVE(E)HANDRAIL, REPLACE WITH NEW Date: ® SEE DETAIL 2/A9.02 1 €E: TO BE REMOVED. PATCH AND REPAIR SUROUNDING Plot: 12/19/07 FIRST FLOOR PLAN li. INI H a TO BE REMOVED AND RELOCATED TO THE WEST WALL. File: - " 1'-0 " Check: PATCH AND REPAIR SUROUNDING FINISHES. VS" Check: Revisions: Ii , • , i , Sheet I FIRST FLOOIR PLAN g�DP �, 2473 tp 'i's 0, OR1 1 OF 0 A2.03 Job No: 07001 I r 0 0 . ®! PARTITON TYPE-SEE SHEET A9.01 4 r:',�i',(O1 1 REFER ALSO TO FIRE/LIFE/SAFETY PLAN SUMMARY SHEETS FOR COORDINATION OF RATED ASSEMBLIES. 2 REFER TO WALL SECTIONS FOR O 0 0 HORIZONTAL ROOF/CEILING AND u- u: U- FLOOR/CEILING ASSEMBLIES. `r ON THE HE S RUC UERAL DRAWINGS, WIIMER NEW WALL SEE PARTITION TYPES. I EXISTING WALL TO BE REMOVED. A3.0I EXISTING DOOR TO BE REMOVED OR RELOCATED, SEE DOOR SCHEDULE. SODERSTRONI all ARCHITECTS pc IRV MIA L 1200 NW NAITO PARKWAY SUITE 410 1. ALL ARCHITECTURAL DIMENSIONS PORTLAND, OREGON 97209 ARE FROM FACE OF FRAMING STUD TEL: (603) 228 5817 TO FACE OF FRAMING STUD UNLESS FAX: (503) 273 8584 OTHERWISE NOTED. 2. REPORT ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS IN BEAM AND COLUMN SIZES/DIMENSIONS. ARCHITECTURE NOTIFY ARCHITECT BEFOR ORDERING/ PLANNING FABRICATION OF BEAMS OR COLUMNS. INTERIOR DESIGN 3. iNSTALL A SIGN AT THE TICKET OFFICE NOTIFYING THE GENERAL PUBLIC OF THE AVALABILITY OF EXTERIOR RESTORATION ACCESSIBLE SEATING AND WIRELESS ASSISTIVE LISTENING SYSTEMS PER OSSC 1108.4.12.2. { KEY tt 0 METAL CORNER GUARDS 661 JV HI-LOW DRINKING FOUNTAIN, SEE DETAIL 9/A4.01,W&X. F.O.M. D O FIRE EXTINGUISHER CABINET,SEE DETAIL 1/A9.02 EXISTING GIANT BRICK MASONRY WALL, 2s'-10^ 4 2HR FIRE RATING, OSSC TABLE 720.1(2) 13'-0" 11'4" 0 RUBBER BUMPER GUARD iii T A 40 A 0 NOT USED � B MEC ` D A5 01 B 42 73Se '11) D A5.01 , O NOT USED C soM. c a RETRACTABLE SEATING RISERS,SEE SPECIFICATIONS a MEZZ °D O AISLE STAIRS WIDTH TO BE 42"MIN. PER OCCUPANT LOAD. AISLE ACCESSWAY WIDTH TO BE 14" PER OSSC 1024.10 111I) 41 1 IIII O HEAVY CURTAIN, SEE SPECIFICATIONS 1'IPIPI illi I 0 TICKET WINDOW, SEE DETAIL 10& 11 /A8.01 • --.- • * • ---' II 0 - • -4° 1 < . w . I • il • I I :Idi CPT 0 CONCESSION STAND , SEE DETAIL 8/A9.03 re EXIST- 42A a i2■ ■ II 11 -- ti NOT USED U.n I - : ■ ■ ■ ■ ■ .i 43 o t3 BMU GARBAGE SCREEN, SEE DETAILS 8,9, & 10/A1.03.IL.� . : : A m t4 ::::::::::::zANUFACTURER.ON B IiIjii!iiiIiI! .I D .4501R MANUFACTURER. i 11-r.U . . C g . IIjIi-Ijblj .IjI1 . : .I p : O SAFTEY GUARD RAIL, SEE DETAIL 19/A902 111 �-- . ■ -~ ' _ \ t _ ■ 11111111111 ■ ■ ■ ■ ■ ■ . 8-9^ ::::1:::1:::ALL 1"1;) . 1 ■ ■ ■ , SEE 1/A8.01 m ii Gil o . . ■ : ■ ■ . ig REPLACE EXIST ING CLEARSTORY WINDOWS WITH NEW C) ■ ■ ■ ■ ■ • ■ . ■ • ■ • ■ WINDOWS, SEE 11A8.01 A3.01 iui . iu ; iiai . i . I \ FOM ® CFORREFERENCEONLY) lai . ■ ■ . • ■ ■ • • • IN ■ •■- • 21 (NRADIAL ARM SAW C. FOR REFERENCE ONLY) Isom', 2 661 2 TABLE SAW (N.I.C. FOR REFERENCE ONLY) / A e (N.II.C.. FOR REFERENCE ONLY) � -IT o 0 L IC B 0 PANEL SAW D A8�1 (N.I.C. FOR REFERENCE ONLY) 44 c SIM 25 OVERHEAD POWER DROPS AF. .M. V F.O.M. /� „ �"� 26 FLAT STORAGE 0 NEW CONCRETE RAMP e NEW BUILT UP FLOORING, SEE DETAIL 11, 12,AND 13/A9.02 E.E:y mm (N.I.C. FOR REFERENCE ONLY)IN THIS ROW FIXED SEATING TO MATCH THE Ark 1 30 RETRACTABLE SEATS _k 43.01 '4311 t TI AL TILE, SEE INTERIOR ELEVATIONS r NEW ACCOUS C �; 1 0 32 RELOCATE EXISTING DOOR TO DOOR 14By ,o 53'-2" .'0 115'-1" O'' 33 RELOCATE EXISTING DOOR TO DOOR 27A FcLy:'..ti;,\ `l v u: 34 NEW 1 7/8"CONCRETE TOPING SLAB, SEE DETAIL 14/A9.02 4 NORTH (3>;) OVERHEAD ROLL UP DOOR, SEE DETAIL 15 AND 16/A9.02 Drawn: --- O REMOVE(E)HANDRAIL, REPLACE WITH NEW 0 MEZZANINE FLOOR PLAN SEE DETAIL 2/ANDD. Date: l/g�� 1'_0�� 3't F N SHESMOVED. PATCH AND REPAIR SUROUNDING PIOt: 12/19/07 li.l.. e TO BE REMOVED AND RELOCATED TO THE WEST WALL. File: - PATCH AND REPAIR SUROUNDING FINISHES. Check: NONE Revisions: Sheet Title MEZZANINE PLAN - 5� D �r , 2473 ghq 04 i Nik ' r EGON,. . 1/2? 0 OF A2.04 Job No: 07001 I r • C ENERAL NOTES . 0 0 0 4 1. PRESSURE WASH AND SEAL EXISTING BRICK MASONRY. 2. NOT USED KEY NOTES = PARAPET cD EXISTING WINDOWS TO BE REPLACED PARAPET :::•:•::,...::.:... IV 222.1'1' I 222.1'1' Y Q2 NEW PRE-FINISHED METAL SIDING SODERSTROM �iiMNIIIIIIII�III�IIIIIIIIIII�III�IIIII - ��pill '111I1�' - 3 EXISTING METAL SIDING TO BE PAINTED IMO 1111111 O I) PARAPET Q ARCHITECTS pc th PARAPET \/\/\/ 214b2' SUIT NW NAITO PARKWAY FILIII O EXISTING BRICK MASONRY 8210E W PORTLAND, OREGON 97209 IV 212.1'1' I TEL: (603) 228 6897 _ -------- -- dill, ('I��I�, 0 NEW PRE-FINISHED METAL COPING FAX: (603) 273 8684 • ONEW MASONRY BRICK TRASH ENCLOSURE�© i 0� c ©� I I 1 NEW PRODEMA EXTERIOR CLADDING SYSTEM 5 ARCHITECTURE 0 . 011 .M1 woOmmommIN■1,MAI al I..% MI PM 01 i e „ • - , , . .(. . .. STAGE FF PLANNING,: ., < .,... `` 200, a NEW PRE-FINISHED METAL ROOFING •i INTERIOR DESIGN 1ST tFF. •, 1985®' , .••.• . . µ+ •('. . • • r '• '• *.••'.. !• .:' •�.• '” O NEW WINDOWS EXTERIOR RESTORATION E BUILDING SIGNAGE 66.1 1 1, NORTH ELEVATION 0 A B D 0 ill ii p7GE 22483' 0;ai iARAPET 11 0 222.1'1' 8111 III�III 111�111�111■111�lllrllir111� PARAPET IIIIIIuiiiiiiiiiIIIIIIIIIIilililiiiiiiiii llmml fluIi I , 222.11' Mill 110111111111111111111111011111111111111111 IIIII O 8 Ig1N, O 11 11 '1 s11innitutT\/\/.>>uwu PARA 212.11' Y�PET� - i IT:— , O = p__to t© : = - = i = © _LC oeer FP. =._ E E V200.45 i III 41: : i 1 _ - 1ST FF. I 19850W EAST ELEVATION I:1 1 ,____, 118" = I'-0" iliiii '611111111111.1. _ 0 4 0 0 . 0 RI a 2224483'0 PARAPET Nib._ _ PARAF'Et Y 222.1T _ 7'''�` 222.11' _---= ell mid • =- -.11111111 PARAPET .. ��.- 1�. =,`� I Q 0 W214122' Nil ____ __ _ . _ . . 11111■11011 I 1 1 I I 1 . MI 11 . 4 AM MI 11 1 IS■•••■1111111 1111111.1 1111■1•1111111111111101111• = :r_, ,,,,,,iiiii..:1,./..;7-,, -, Nil GPI ill A ..0_,IAN MININIIIIIIIIIMMI MIN MIIIMIIMI■ IMO 1•1101•11•1111111111 OM W21AGE FF. EMI i I1 �•ii LOSS'F & �\ ,f, y" 0048 .. '' '. :, ,. •' �. - MP - 200.454, : 'II d A8 2 A8.01 AS41 n: --- SOUTH ELEVATION DDrawraw lie" = I'_m Plot: 12/19/07 File: - 0 . D B A Check: NONE Revisions: RI 2224.S3'Y PARAPET PARAPET '----------------i'l .222.11' ' 222.11 i:iIl - o____ __ Sheet Title ELEVATIONS O PARAPET _ —_......- (lib : 212.10 - _ = 0 IFE UPC, I;( :Ay LOUSE = _ r. ■ ---°----- 7"NFATRE Ili �i tFA V - - p-- _ o tl = ��b �� - - 1111 - �,� 247 �� r r�,� ,+ --z--, "� 0661'FF /�aio a G �" s :' 2004 I4 1ST FF. . . . .. 19850' - - _ I . tt WEST ELEVATION l', OF 0 4 1/8" = 1'-0" A3.01 Job No: 07001 L il r '0' '0' '0' '<> REPAIR ANY PENETRATIONS OF THE I / . EXISTING ROOF. COORDINATE WIN MECHANICAL CONTRACTOR. PARAPET __ 222.1'1' • REPLACE EXISTING MOD. ALUMINUM WINDOW SYSTEM SODERSTROM T 4 G FLOOR SHEATHING OVER TJI FLOOR JOIST • 16" O.C. W/ WIN NEW. ARCHITECTS pc SOUND INSULATION OVER .r T 4 G FLOOR SHEATHING OVER = '' MEZZANINE FF 1200 NW NAITO PARKWAY�/ •. .. _ = p� SUITE 410 TJI F JOIST W/ 209b0 FLOOR '�iiiiiiliiruiiiiiiiiiiiiiiiiiii�iiirliriilii�iir�iliiiiiriiiiliiiii�iinlliriiir�iliiiiri�'iiii�iiiiiiiiliiilrnll�liiiiiiirii�uiil�iiiii�i'r il�ii�ii�iiiiiliriilliliilii� iir'' s I TEL: (503) 228 6817 PORTLAND OREGON 97209 SOUND INSULATION, "''ii""""'ii"""'i"iiiiiii ri'rir iir' %" TYPE GYP. BRD. CEILING _ _ �i FAX: (503) 273 8584 SEE STRUCTURAL ii� ��I - A9.02 TYP. !i ARCHITECTURE 1St F.F. ifil _ L ,� L . 196.50' PLANNING L7 U INTERIOR DESIGN EXTERIOR RESTORATION BUILDING SECTION vs" = r-0" 661 4 3 O2 O1 REPAIR EXISTING VENT HATCH AS REQUIRED RETRACTABLE SEATING BUILT-UP ROOFING OVER SEE SPECIFICATIONS T4G PLYWOOD SHEATHING OVER PARAPET TJI'S • 24" OC. WITH Mk NM�ii�i�i�i��i�i�i iNINii i "i�i�i�iIi�ilii 222.11' R-30 MIN. GATT INSULATION, A802 mis mino . onso onmessa:awn A i11;ii 11 5/8 TYPE X G13 _;' -!' - - j =;; REPLACE EXISTING MOD. III r.MI IIIIIIMMEtt■�;i', ® ALUMINUM WINDOW SYSTEM .,,.:::•:.:•.:.:...:. :;;;.•::.;:::;•>::::::>:1•: >:::;z: •:..•:•..<:r 48.02 r WITH NEW. PRE-FINISHED METAL SIDING OVER `r all • • it MEZZANNE FF NM MP WATER PROOF MEMBRANE OVER I •• 1 = 2 5/8 EXT. GYP. SHEATHING, fi r �/' _ M 209b0'vr 2X6 STUDS • 16" OC. WITH I • ! 41 `�� iii _ a il R-21 MIN. BAT INSULATION, _ �,, •O • / n. ` , ii ' �, r 5/8 TYPE X GW . i • • �� III 1 TYP. CONCRETE SLAB ON GRADE ` NMI a OVER 2"-3/8" MINUS CRUSHED ROCK ;`: . - . _h i •—, , 1 `. I; ,$��--,,�� OVER VAPOR BARRIER �1. �/ `� �� i i' 1ST FF. OVER COMPACTED STRUCTURAL FILL - �� 198.50'NIF U A8.02 A9.02 A3.10 BUILDING SECTION I/8" = 1'-0" won I w O f _ PARAPET& * 222.11' / METAL ROOF SYSTEM OVER T 4 G FLOOR SHEATHING OVER - 30+'FELT, TJI FLOOR JOIST • 16" O.C. W/ ( ' " ' RIGID INSULATION, SOUND INSULATION OVER f��A A A I I 2X6 T4G DECKING T 4 G FLOOR SHEATHING OVER = r�.oli..AIL:OM∎II..�Ale eA.,�....I�ALAIALAL��i i i.�..I AEA•A,AL ∎.��AL��.��ALALE.ALAL�A.A ALA.A..Ai�1/1ALAb.6..db�A..A∎A AIL AL AL AL Al A.AL AALAL A.•∎A■A....Ale AAL.!�A∎AL.6�.��..A.3�t∎ALALAI AL AL A.+1�A AIL IL.:#41��e�AL� All.3Iroi A.LVL FLOOR JOIST W/ - - I- _ I SOUND INSULATION, - A8.02 %" TYPE GYP. BRD. CEILING SEE STRUCTURAL - ) 3 I . c . SEATS TO BE SECURELY FASTENED 1 C I • ' r FLOOR PER MANUFACTURES RECOME -. PROVIDE BLOCKING WHERE REQUIRE ii EXTERIOR PRODEMA PANELING OVER • 2X VERTICAL FURRING, VAPOR BARRIER, 3�_ _—.�. .. ._ i �. -_ ___. -_� �..m�._.... =4 THING, fir. " E)•1 GYP. 3HEA . . - - .. �� _ 2x6 STUDS • 16" O.G., Oh Eli: R-21 MIN. BATT INSULATION, '� .,i me • .A.- Mho 06.,, %" TYPE 'X' GLUE, I. . T 4 G FLOOR SHEATHING OVER A9.02 - INTERIOR PRODEMA PANELING F III TJI FLOOR JOIST • ib O.C. W/ _ 7' r),.= SOUND INSULATION OVER II N CI T 4 G FLOOR SHEATHING OVER WINDOW HEADER P:::twitalgoills.-estilts- ifsi uliiiiiiii TJI FLOOR JOIST W/ I SEE STRUCTURAL � i . SOUND INSULATION, r O O O ' 1 %" TYPE GYP. BRD. CEILING ' '-'-' SEE STRUCTURAL i �, WOOD CLAD WINDOW SYSTEM Drawn: - tiSta2lt�Tlt�?�2 ittit�il?T?l2l?1 1�� ._,�� ,._, SEE WINDOW SCHEDUL FLOOR SEAM Date: SEE STRUCTURAL Plot: 12/19/07 TYP. CONCRETE SLAB ON GRADE File: - OVER 2" -3/8" MINUS CRUSHED ROCK Check: - OVER VAPOR BARRIER I II OVER STRUCTURAL FILL Revisions: LOBBY F.FAIS 200.•45W ri -1 FLOOR SECTION LOBBY SECTION Sheet Title BUILDING 3/5" = l'-o" 4 3/8" = l'-o" SECTIONS ►D 44 N 2473 `� ci:94:ipi tv i, O 4. OF A3.11 Job No: 07001 L r A 6 B D A4fdl • C 5'-6" / Je , .. _- if--4= ___ - , .,..,-, -,p, i --fl i * I SODERSTROM 32A 31 A ARCHITECTS pc J I { 1200 NW NAITO PARKWAY SUITE 410 ] �'"� PORTLAND. OREGON 97209 �/ �- " I �J' ' Q • UJMN52 FAX: 1503) 273 8584 7 10 _ A • o • o A mii- = 32 M 31 ri■ X00 8 B • 1-1 0� B D N �/ C 30 �` C ARCHITECTURE ^. z[ 0? PLANNING A 19 i 3' 0" c A b _ I N INTERIOR DESIGN B 1 60 B MEND' - CO C� N - EXTERIOR RESTORATION 4 ' • 21 (\I 00 0 D A4.01 D A4.d1 �- C 12 - , _ o CV N N • ' p En i ;st. Ill ?N\\ I � ` sl• _O to 61i ch 18 _ N rOi C? Q 4 8'Y — ,2'-8"i 5'-6" / 5,_11 „ / / 5,_0„ / � ‘1;'I 1T-1 " 12'-11" A- 1 9'-6" ' RESTROOM 19 RESTROOM 27 RESTROOM 30, 31, 32 GI RESTR tt _ V-0" 1/4 - 1/4 - 1 -0 i/4 - 1 -0 000 0 00 Q 00 00 000. . Ak."' rill i! � m � Iv._ 7 it 1 1 1A � A ,A I �,''V 41 �2 r_ I` __ � I— I Mil Mil r� 22 2 A.© 0 O B. 0 0 C. D. A. O B. 0 0 C. O O 0 D. A. B. © 0 C. O D.i illalp Climi RESTROOM 19 RESTROOM 27 RESTROOM 30 illa 4 1/4" = 1'-0" 1/4" = 1'-0" 6 1/4" = 1'-0" clili 00 0 0 0 0 0 0 00 661 • . . . mm - m mm c cc 3 . . 1 I C 3o o c " 111. I ' EPA' ---ig 62 ' WV MI IMITA , 1.111111111 MM. A. B. C. 0 D.0 0 A. B. 0 0 0 C. 0 0 D o RESTROOM 31 RESTROOM 32 , „.1,46.1,, 7 w= Afia i 1/4" = 1'-0" 8 1/4° = 1' r --�� Drawn: - O 42"GRAB BAR O COAT HOOKS O PAD WASTE TOWEL DISPENSER E O STD.WALL MOUNTED URINAL O ACC. SHOWER SEAT NOTES: Date: 1. REFER TO DETAIL 4&5/A8.01 4. RESTROOM TO HAVE TILED 0 36"GRAB BAR 0 WALL MOUNTED 0 PAPER TOWEL DISPENSER O ACC. WALL MOUNTED URINAL O SHOWER GRAB BAR FOR TYPICAL ADA SIGNAGE. WAINSCAOT, SEE SPECIFICATIONS. Plot: 12/19/07 SOAP DISPENSER PROVIDE SIGNAGE FOR ALL 5.THRESHOLD TO BE FLUSH OR O T. SEAT COVER DISP. O CORN COUNTER MOUNTED O WALL MOUNTED LAV. SINK O STALL URINAL ACCESSIBLE TOILET ROOMS. BEVELED WITH A MAX. EDGE OF 1/2" File: - 2. PLUMBING IS DESIGN BUILD, COORDINATE AND MAX. SLOPE OF NO MORE THAN ( TOILET PAPER DISPENSER 0j MIRROR W/S.S. FRAME CD STD. WALL MOUNTED TOILET O ACC. SINK FLOOR DRAIN LOCATIONS WITH PLANS. 50%SLOPE. (OSSC 1109.10.10.6)\\..JJ SLOPE FLOORS 1/8"PER FOOT MIN. 6. FIELD VERIFY ALL DIMENSIONS PRIOR TO Check: - TO DRAINS. THE START OF CONSTRUCTION. O SANITARY NAPKIN RECEPTACLE O PIPE PROTECTION PER ADA O ACC.WALL MOUNTED TOILET \J�../ STD. DRINKING FOUNTAIN 3. NOTIFY ARCHITECT IF ANY DESCREPANCY Revisions: BETWEEN FLOOR PLANS AND EXISTING O SANITARY NAPKIN DISPENSER 0 COUNTER MOUNTED LAV. SINK 0 CHILD-SIZE TOILET [ x�../l ACC. DRINKING FOUNTAIN CONDITIONS ARE DISCOVERED. , ;;� a 0 O 0 D 0 0 IS 0 0 0 0 0 0 0 0 8 T 0 0 0 0 0 0 0 0 - 4'-4" i f-6"i 3'-0" MIN. MAX. MIN. Sheet Title f-1'-4" 1'-2" 1'-0" ' 3'-O" } MAX. MAX. i \ + T C �i \ \ ..0c - - - F ' �-- ; :- ,__ ENLARGED PLANS _,4 til„I g r` o ih T r�. —� a X 0 a cAI 0 \ l l l l Nl M : " W �l l „ sl ,t N N FLOOR LIE H.C. H. . - � (I) N ry Ft lip Tr- l CM 0,_ ip i . (;sS\ TYPICAL ACCESSIBLE FIXTURE MOUNTING HEIGHTS TYP. SIDE WALL ELEVATION TYP. BACK WALL ELEVATION �,�� /gy p �� N.7S. 10 1/2"= 1'-0" ET-HCU01 1/2"= 1'-0" ET-HCUO2 y r O� II A4.01 Job No: 07001 L r ................................... ................................. ................................ ................................. ................................. ................................... ................................... ................................... ................................... .................................. ................................... U I U .................................. 0 _ 1S--P-4-y / -.-13-3--- I /S-P-3-y P-3-y P-4-y p-3 = \ / I _r--1-------r—i i--- OPEN °.i illir , \ / —' � SODERSTROM\ /-• \ I OPEN OPEN I ' • -� ► , — ARCHITECTS pc NEW RUBBER / r-- '/ \ -/ i 1 1200 NW NAITO PARKWAY BASE NEW. C. NEW / D. NEW / [� A B. PORTLA , OREGON 97209 RUBBER RUBBER RUBBER SUITE 490 FA FAX: (503) 273 85 BASE BASE BASE : (503) 273 8584 0 HOUSE 11 / STAGE 12 V8" = I'-0° ARCHITECTURE 1 PLANNING INTERIOR DESIGN A 2 A A EXTERIOR RESTORATION •9.03 •903 •903 SIM. •903 p.4 /S-P-3--. 1 IS-P-3-y iS-P-3-y �—P-3-� OPEN grAPIPWRIPA �� M117/1 �IlV� WI i ∎ N omem i". 61 ._._-------" / � r giviormIseggra ................ oniornw 0 E. F. A. NEW B NEW / NEW NEW RUBBER RUBBER C. RUBBER D. RUBBER BASE BASE BASE BASE HOUSE 11 / STAGE 12 (CONTINUED) SHOP 13 v8" = I'-0" v." = I'-0" © AM AM irli •903 -903 •903 P-3-� - - �--P-3-y �-P-3--y �-P-3--y �-P-3--y / -P-3--y I�--P-3-y 1S-P-3-y MIIIIIIII O • • 1411 MIRROR MIRROR MIRROR MIRROR IRROR MIRROR „ I IRROR y, �; , i 1 II OPEN II uuW - ATimi_ NEW NEW NEW NEW NEW NEW A. B. C. D. A. B. C. D. A. B. C. D. RUBBER A. B. C. RUBBER D. RUBBER RUBBER RUBBER RUBBER BASE RUBBER BASE BASE BASE BASE BASE BASE 0 GREEN ROOM 15 . OFFICE 20 OFFICE 21 22 / OFFICE 23 1/8 - 1 -0 i/8 - I -0 I/S . 1...0" � I% p I i 141 W3 IS--12-3 Cili; IS-.P-3-y /S-..P-3-y I /S___P- ICS......P-3-y iii q \ 0 OPEN OPEN iliii Fill ,\ W.MIONILIMIIIMINPAllarAMIENIM NEW NEW A. B. C. RUBBER D. RUBBER A. NEW B. C. D. RUBBER BASE BASE BASE 0 OFFICE 24 OFFICE 25 61E1 8 I v." = I'-0" I/8" = I'-0° ilk F - 9.03 903 o j o 8 o _,,,\ 4X8TACKABLE LIJ=� _., \ / PICTURE RAIL \ SURFACE u'° _�. _ I_.� I IIUI AP" U 1 I•■ ❑oh E MASONRY WALL oPEn 0•■•■•••worvarwood 41011010010110 r A8.01 LI 010.01010100101010100A AsAz2 AMMO OPEN � ) �-P-3-� \ / �- P-2-y \E7 / DRINKING oPEN 10001010101010NONONA ~NO / NN ."Ft&.i.I /vC \ FOUNTAIN i / \ illipliMitillip 10 OPEN / \ . G7 C70��SC710010 - _ e NEW NEW _ hAaAA B. RUBBER D. WOOD A NEW B NEW NEW D NEW 'r RUBBER RUBBER C. RUBBER RUBBER BASE BASE BASE BASE NOTE:PANEL•JOINTS TO ALIGN BASE BASE � CONCESSION 33 WITH WINDOW MULLIONS. LOBBY 10 9 va = I -0 v8 = 1...0.. = C 1 c3:1:,,,,,j IIIIIIIIII Drawn: - Date: P-3 P-3 Plot: 12/19/07 P-3—y P-3-y �-p-3 P-3-y P-3�\ / File: I Jill II r411111 �-P-3-� �' �-P-3-y OPEN y OPEN , P-3-y P-3 \I / Fiji Check: - rillillifilik _L.._ __ _ _■• 4 Revisions: NEW NEW B. NEW NEW NEW RUBBER A. B. RUBBER C. D. RUBBER A. C' RUBBER D. .RUBBER RUBBER-- RUBBER B. C. D. A. B. C. D. BASE BASE BASE BASE ' =SE BASE CONFERENCE 34 OFFICE 35 OFFICE 36 OFFICE 37 0 i/8 - 1 -0 1/8" = 11-0" I/8 - 11-0" v8 - I -0 Sheet Title INTERIOR ELEVATIONS a� i �r '�, 2473 9° • tap . �� I,4, G0N A4e Of 6% 1 A5.O1 1 Job No: 07001 L r GENERAL NOTES 0 0 . 1. REFER TO DETAILS ON SHEET X FOR LATERAL CEILING BRACING AND TYPICAL ATTACHMENT 4 )000(X :.. OF SUSPENDED GYPSUM BOARD CEILINGS. �� 2. RECESSED FLUORESCENT DOWNLIGHTS SHALL _., 4----ir;_ii 0 d 0 BE MOUNTED AT THE CENTER OF CEILING TILES U- Q U- UNLESS NOTED OTHERWISE ON THE PLANS. 3. PAINT ALL GYPSUM BOARD CEILING SURFACES UNLESS NOTED OTHERWISE. COORDINATE WITH 1 OFFICE FINISHES SCHEDULE. SODERSTROM OFF I CE 24 4. PAINT ALL VERTICAL SURFACES WITH THE ARCHITECTS pc I OFFICE 23 SAME PAINT COLOR AS INDICATED FOR OFF ICE 22 ,.■ ADJOINING HORIZONTAL SURFACES. SUITE 490 ter 9200 NW NAITO PARKWAY 21 i " _;�� 5. COORDINATE CEILING AND SOFFIT HEIGHTS WITH ALL PORTLAND, OREGON 97209 1 OFF ICE MECHANICAL EQUIPMENT AND STRUCTURAL OR TEL: (503) 228 5817 _ ELECTRICAL SYSTEMS. NOTIFY ARCHITECT OF FAX: (503) 273 8584 20 _ '''�—',a'•3Ct1`i ANY DISCREPANCIES. lictiffill% - 6. LIGHTING/ELECTRICAL TO BE DESIGN BUILD.1111 IR niost.i'lli iE !G* ^ 7. ARCHITECTURE CEILING DIFFUSER© EXACT LOCATION WITH ARCHITECT.OORDINATE PLANNING li VON I --'' /' _• INTERIOR DESIGN .��/�� 8 TYPICAL GYPSUM BOARD CEILING FINISH �----I TO BE SPRAY ON TEXTURED FINISH U.N.O. EXTERIOR RESTORATION I r , UT I L COORDINATE WITH SPECIFICATION. IE;f, I I 26 9. QUANITY AND LOCATION OF LIGHT FIXTURES I is •�--� �—��•' ARE FOR REFERENCE ONLY. EXACT LOCATION ': AND QUANTITIES TO BE DETERMINED BY ...."..1i::* ,. � rM1iMil ELECTRICAL CONTRACTOR. GREEN wows :�� ELEC. OFFICE 10. ALL EXISTING ROOF VENTS AND SMOKE CONTROLS 15 �;3E�li�• �� 11 25 MEN NECE SARY TO MREEED T E/EQUI EM NTS F E 0 O E 21 OSSC 410.3.7.• C ~' ' -:3�.lri JAN. 11. REUSE EXISTING HOUSE LIGHTS. REPAIR AS / I j j .1:........:...t...:"......:4;.-: NECESSARY AND RELOCATE TO NEW CEILING I 18 I •, HEIGHT WHERE REQUIRED. Q — D c::' 0 -TALL : , I MALL Ma �I�>�I. lell; © o • 16 29 S Q e __0 E S iiii !r lilt /IV Ali' C:3 C1.3 v:Aiiii � iiii 14 ...0 KEY NOTES a r I, ' MEC�I ..0: .. RR E [� �•�� E�� I 30 I I cD OPEN TO STRUCTURE 14A 1, 10' - - r WMNS2 :D LIGHT SOFFIT I C.:3 O G 31 3 WITH A HEADROOM OF 30"MIN. ATTIC ACCESS HATCH FOR SPACES c:i C:1 3I-1O1= ', '\ WMNSI EXISTING LIGHT FIXTURES TO BE RELOCATED, 32 O REPAIRED, AND REUSED. 13 1 • STAGE a © PATCH AND REPAIR EXISTING CEILING. , C:3 10°. t:::: �' 12 1-1OUSE II;i 1 1111110110M11 1::::1 1 LIMILEMill 11 0 REPAIR EXISTING VENT HATCH CONF C ICE 0 0 �•�� • 34 I • 35 DYE CEILING BLACK 1 1::::1 141 .E:a. n a V RELOCATED EXISTING EXIT SIGN C:3 ONCE SS(ONE _ (C v EXISTING LIGHT FIXTURES TO REMAIN, c::: SEE A6.02 SEE A6.02 33 I________ Q 0 REPAIR AND REPLACE AS REQ'D. FOR REFLECTED FOR REFLECTED ire4111111 • I 36 ' CEILING PLAN CEILING PLAN Q REMOVE EXISTING SLOPED CEILING AND REINSTALL 8E:3Qi u - �® LEVEL AT THE SAME HEIGHT AS CENTER CEILING. 1:Hi111111 _ iia 1 .. :.......... .:. ... :•.............•,. I TICKET Iiiiii eo oc' • 31 CEIL{NG LEGEND•i 1 'P!PiiI': ' , •• • • . . • .• �� F.O.M. B QsZsim CEII EIG T G 11 1( I ::::: :::::II:::EIGHT OR ROOF/CEILING ASSEMBLY 'I • ( ' I 011111101111:11ir'ig I ' ' I•:., 1111 I I 2'-0"X 4'-0"ACOUSTICAL 1"I " CEILING AND GRID• _ • ' 1 ) , SUSPENDED BELOW ' LkjJIllIIkijJ FLOOR/CEILING OR (� �1 ll IiIIii.b ' � ' I,I1 ` ( ROOF/CEILING ASSEMBLY ... �...._IL.., ..I�.. .. l � .11 i. jA F.O.M. - F.O.M. t fiuF!iuiii� EXTERIOR PLYWOOD SOFFIT ill11111111, 1 111I, 1f.Lil, � i.1, 11111111i, 1 �.111, 1 �.1, , Ill nnuuueuuuth.:. AMIanuuuu.uuunmEnuannrnMuuueuuunm Muanm.nuuIruIuuI -o��---111∎45 AREA OF CEILING TO BE PATCHED �"� ��A AND REPAIRED. CONTRACTOR TO �' Ill .��A I ��VA AAVOAVAoYoA FIELD VERIFY. t-` vAVaaoAYAYAYAA = ' 113 i I ililililililili I I 2X4 TONGUE AND GROOVE PLANKS CD Vti_) 0 0 V u. u: 0 . GYP. BRD. ACCOUSTICAL CLOUDS COORDINATE OPENINGS IN CLOUDS FOR Drawn: --- 4, THEATRE LIGHTING(TL SHEETS). NORTH Date: ., Plot: 12/19/07 0 FIRST FLOOR REFLECTED CEILING PLAN (IIIP - File: - i/8" - i'-0" Check: _E EXISTING LIGHT FIXTURE TO REMAIN Revisions: /1\10-09-07 PLAN REVIEW REVISION E EXISTING 2X4 LIGHT FIXTURE TO REMAIN 0 NEW 2X4 LIGHT FIXTURE 0 NEW PENDANT LIGHT FIXTURE I 0 NEW CAN LIGHT FIXTURE a NEW WALL MOUNTED LIGHT FIXTURE Sheet Title FIRST FLOOR REFLECTED CEILING PLAN SOD ARch. '� 2473 r� ,wckb VF4° OF 1 A6.01 Job No: 07001 L i r GENERAL NOTES 4 1. REFER TO DETAILS ON SHEET XXXX FOR LATERAL CEILING BRACING AND TYPICAL ATTACHMENT = OF SUSPENDED GYPSUM BOARD CEILINGS. — 0 0 p u: 2. RECESSED FLUORESCENT DOWNLIGHTS SHALL I u' BE MOUNTED AT THE CENTER OF CEILING TILES UNLESS NOTED OTHERWISE ON THE PLANS. I 3. PAINT ALL GYPSUM BOARD CEILING SURFACES UNLESS NOTED OTHERWISE. COORDINATE WITH FINISHES SCHEDULE. I SODERSTROM 4. PAINT ALL VERTICAL SURFACES WITH THE ARCHITECTS pc SAME PAINT COLOR AS INDICATED FOR ADJOINING HORIZONTAL SURFACES. I 1200 NW NAITO PARKWAY 5. COORDINATE CEILING AND SOFFIT HEIGHTS WITH ALL SUITE 410 MECHANICAL EQUIPMENT AND STRUCTURAL OR PORTLAND, OREGON 97209 I ELECTRICAL SYSTEMS. NOTIFY ARCHITECT OF FAX: (503) 273 6517 ANY DISCREPANCIES. I 6. LIGHTING!ELECTRICAL TO BE DESIGN BUILD. 7. REFER TO MECHANICAL DRAWINGS FOR CEILING DIFFUSER LOCATIONS. COORDINATE ARCHITECTURE 1 EXACT LOCATION WITH ARCHITECT. PLANNING 8 TYPICAL GYPSUM BOARD CEILING FINISH INTERIOR DESIGN I __ TO BE SPRAY ON TEXTURED FINISH U.N.O. EXTERIOR RESTORATION COORDINATE WITH SPECIFICATION. 9. QUANITY AND LOCATION OF LIGHT FIXTURES ARE FOR REFERENCE ONLY. EXACT LOCATION AND QUANTITIES TO BE DETERMINED BY ELECTRICAL CONTRACTOR. OPEN TO 10. ALL EXISTING ROOF VENTS AND SMOKE CONTROLS 16 OFFICE 25 ARE TO BE REPAIRED AND/OR UPGRADED AS SEE A6.01 NECESSARY TO MEET THE REQUIREMENTS OF OSSC 410.3.7. -- ' 0 11. REUSE EXISTING HOUSE LIGHTS. REPAIR AS F.O.M. D NECESSARY AND RELOCATE TO NEW CEILING HEIGHT WHERE REQUIRED. --VOID 1_ OF MEc1-1 KEY NOTES l 0 'CO ■ /'• 42 I OPEN TO STRUCTURE II IE:3I�:3i�■ E:�tf:li�� ....lii■ 111. El OLIGHT SOFFIT M 1 3 ATTIC ACCESS HATCH FOR SPACES 1 I II 11111/11 O WITH A HEADROOM•F 30"MIN. I III I WWWriorii. tillIllinlv!Sl!ilirAIVIIIIIIIIIIIIIIIIIIIIIIIIII IRE_ cj REPAIRED,AND REU ED S TO BE RELOCATED, , STAGE II (:) PATCH AND REPAIR EXISTING CEILING. —1111111111111111111.in 0*. 12 -- Dviif AI l 114A+441::....*:: P TIM AVI. 43 11 O - : : �� O REPAIR EXISTING VENT HATCH iii■ /►'►,, �►','► ( t ) DYE CEILING BLACK • pi" IT ,iii' : i.►' 1!lt�'i� OPEN TO s gP.t..4111.11.11:44NAP CONF. 34 RELOCATED EXISTING EXIT SIGN 41 O� � YA&7A' eVAVA .:''.: SEE A6.01 I t I O L!1 ' EXISTING LIGHT FIXTURES TO REMAIN, II YA! hY Y A \� �� (� 0 REPAIR AND REPLACE AS REQ'D.• -- �"� • AF►• �,►r,� �,��,�', REMOVE EXISTING SLOPED CEILING AND REINSTALL tm LEVEL AT THE SAME HEIGHT AS CENTER CEILING.___ [131itl ��i[ _ �� VOID 411 riff;II 04A-. "� 10 I� 4►�►1► CEILING LAND �o�i4s r� V�®.a� ;.:: ,iii' �i.►.►' F.O.M pp"" ' reiel■ ' 111121149i1111121149i1111 FIELD VERIFY EXISTING HEIGHT C, �0 GYPSUM FLOOR/CEILING OPEN TO OR ROOF/CEILING ASSEMBLY 661i j - I LOBBY 10 [i��)ds u SEE A6.01 " /e - .__ iR; JI L 44 I LOSS CEILING AND GRID TICAL 44 10 SUSPENDED BELOW FLOOR/CEILING OR A F.O.M. F.O.M. A ROOF/CEILING ASSEMBLY I :%/j%/j/ < j'j EXTERIOR PLYWOOD SOFFIT //////////////, I ----AYAY--i AREA OF CEILING TO BE PATCHED isolgilw *XeYAvA mom: AND REPAIRED. CONTRACTOR TO ��000�o V ■#AYAV�o�o�ov FIELD VERIFY. 'AoVVAYAYewas a 2X4 TONGUE AND GROOVE PLANKS ; ;IIIiII tL f V u: .', ' y VA GYP. BRD.ACCOUSTICAL CLOUDS ♦♦' COORDINATE OPENINGS IN CLOUDS FOR 4 NORTH ♦♦♦ THEATRE LIGHTING (TL SHEETS). '♦ ' Drawn: --- 1 Date: MEZZANINE REFLECTED CEILING PLAN 14) Plot: 12/19/07 I/8" = 1'-0" .E EXISTING LIGHT FIXTURE TO REMAIN File: - Check: NONE E EXISTING 2X4 LIGHT FIXTURE TO REMAIN Revisions: 9 NEW 2X4 LIGHT FIXTURE 0 NEW PENDANT LIGHT FIXTURE 0 NEW CAN LIGHT FIXTURE 04 NEW WALL MOUNTED LIGHT FIXTURE Sheet Title MEZZANINE REFLECTED CEILING PLAN 4041) 2473 �r 0.4 ;■ y FAD iiipLa g4 ..... • ,, ...t 4, *A G I * 0 p�4;4° A6.02 Job No: 07001 L r 10 AS.02 10 AS.m2 I iii ................................... = 10 T O Gi A8.02 y 10 pIII 6 AS.02 0 IT � J 0 10 ,... . z N:i-i4_ E Q. /i EQ. --74‘-- EQ. // EQ. —f,` EQ. —0,4--EQ. ,�i�r c� �. .. .. I t___ 3" 3" 3" 41/2"+/- 3" 3" 3 -s EQ. // EQ. -'/ EQ. - ' EQ. // EQ. )'/ AS.01 AS.01 AS.01 / EXISTING CONDITION,19'-10"+/-FIELD VERIFY 3" 3" 3" 3" 3" 3" AS.01 AS.01 A. EXISTING CONDITION,16'-0"+/-FIELD VERIFY 63n 3n " DOOR SODERSTROM 15 2" 4" 4" 2„4 2" „4 2„ g4" 64 2" 2" " ,�"2„ 3 12" 8 8 SCI-IEDULE Z AS02 15 10 3'-84" 1'-9$" - 6'-0" 1'-98" 3'-84" /I'-9a" 1'-s$" 5'-2 6" 5'-216" 11-9-76"-0- AS.01 A8.01 rc ARCHITECTS pc AS.02 AS.02 t11-96m fl t t �� t I' _ it-- � t 2" " " 10 10 2 PER DOOR 2 2" 2" 2" 2' 1200 NW NAITO PARKWAY 1111 111 SUITE 410 _} A801 ,45 2 iv SCHEDULE = PORTLAND. OREGON 97208 10 • TEL: (603) 228 6817 I A o N FAX: (603) 273 8684 r a = 12 12 12 10 10 1 _ ,� a A801 �• AS01 �� AS.01 A8.01 A6,02 iO W t W O 111 CI 5) = OD N. 1 Op -I = on el ��.- ' 00 L_r�1 4 Q= AS.01 c IY= AS.01 ! Q W ARCHITECTURE c� JT- 3 EQ.-0,- EQ3/ - - AS.01 AS.02 tL cU 0-N N PLANNING 4.-4'-6" , 4 INTERIOR DESIGN ch - - - - \ - - - - - ` - , \ ` _ EXTERIOR RESTORATION FINISH FLOOR O 0 15 D1 40 O O O O O '4802 13 Alk 13 0 FRAME TYPE AS.01 AS101 AS.01 NOTE: FIELD VERIFY DIMENSIONS PRIOR TO MANUFACTURING i/4"= i'-0" 0 6" / / / 6" (Iiiillilli SPECIFICATIONS: INSULATION - SEE FT 60 AND PLUS 5" _ \ SIGNS TO BE INJECTION MOLDED . \ / KEY FOR TYPE• 100 SQ. IN. AT 60 AND / PARTITION TYPE _ r PLASTIC WITH ROUNDED CORNERS, GLASS DOORS GLASS INS -� I �- SYMBOL AND PICTOGRAMS WITH COPY AND •. �„ I/ 6" NARROW LITE PANEL ( $ TO BE GRADE II BRAILLE - SEE _` /f D , ,-ire." / (SEE POOR SCHEDULE) EG':Cs3NELL, MATTE OR MOUNT SIGNS 5'-0"A.F.F. STRUCTURAL GI OTHER NON-GLARE TO CENTER OF SIGN AND WITHIN :_I• �-tA / SIGNAGE FINISH. MONUT SIGN 18 INCHES OF LATCH SIDE OF 1,. / : / / / I O THERMOSTATS \ WiTI-IIN 1S INCHES OF ROOM ENTRY DOOR =: 2 / / / N / / _ W W DOOR, WOMEN LIGHT `Z SWITCH CENTERLINE OF SiGN HM FRAME \ \ _ 6 5'-0" AFF. 8" 6" -I _DOOR ..•-i 1. e O ( LEVER * N O tI v_611 c'1 4_ ��0,� S't'MBOL TO CONTRAST 0 0 O- - - - It 3'-140'1"°" 0" WITH 8 - ! 1 TYPE'A' TYPE'B' TYPE'C' TYPE'D' TYPE'E' \ 3'-2" lot- LIGHT SYMBOL ON = -®-•� DARK BACKGROUND 8" iv & 60 OR 90 MIN. FLOOR T\ I \ .. ` OR DARK SYMBOL ON 8 cr) 1'-5" ` LIGHT BACKGROUND. 15 1 DOOR - SEE LINE 10" ' 1;F "112" SCHEDULE \ RESTROOM MEN iiiiii NOTE: SEE DOOR , ` \ / VARIES SCHEDULE FOR SIZES DUPLEX, PI-10NE, AND • • • .• • DATA OUTLETS TO BE NOTE: SEE PARTITION TYPES COORDINATE GLASS TYPES 1'i A.F.F. UN.O. TO BE USED AT UNISEX ` 14i!WITH SPECIFICATION SYMBOL TO COMPLY WITH 1998 OSSC SECTION 1109.15 TOILET ROOMS 0 DOOR TYPES STANDARD MOUNTING HEIGHTS INTERNATIONAL SYMBOL OF ACCESS TYPICAL ADA SIGNAGE H .M . DOOR HEAD, TYPICAL 1/4"= 1'-0" D072RA003 112"= 1'-0" D072RA004 -T 6"= 1'-0" D072RA001 3"= 1'-0" D072RA002 6 3"= 1,-On D072RA007 (lel; Gil PREFABRICATED ALUM. �� TICKET WINDOW iiii 1 INSUALTION - SEE• l PARTITION TYPE KEY 66.I �-/ SEE PARTITION TYPES FOR LOCATIONS ( ! GLAZINCs SET IN BUTYL 18 GA.STAINLESS STEEL •• / \ �:' TA BOTH SIDES - // PREFABRICATED SHELF TOP-PER WINDOW •:� • :•, SPECIFICATIONS FOR ALUM.TICKET MANUFACTURER GLAZING TYPE WINDOW 1" SECURE STOP W/ OVAL prplir \� ' 2 TYP. ( :`, HEADER - SEE HEAD COUNTERSINK STRUCTURAL SCREWS ( ,'• ::: S TUD TYP. "'ill: _../igllh■■■ '...... T ^ / ALANT BACKER ROD,E 4^ ( HM FRAME . 't y BACKER ROD,TYP. TYP. N SEALANT W/BACKER ROD, / 0 is 3/4" IIA1 3/4" — �- • LFURRING AS ,REQUIREDLPr SEE EERIOR LE 5/8"GYPSUM NT BKER ROD,GLINCrt IN BUTYL SCH BOARD TYP. •}_� / VARIES TAPE, BOTH SIDES - SEE PARTRIONTYPES SEE SPECIFICATIONS : ' !►" FOR GLAZING TYPE JAMB SIMILAR 0 H .M. DOOR JAMB, TYPICAL Hal'M. DOOR - HEADER H .M . DOOR / RELITE JAMB HEAD/ JAMB DETAIL SILL DETAIL Drawn: --- 3 = 1'-0" D072RA006 8 3"= -0". 9 3"= 1 -0 D072RA031 10 3 - 1 -0 D072TT44 3"= 1'-0" D072TT443 Date: Plot: 12/19/07 File: - VAPOR BARRIER - SEE Check: CLAD WINDOW SYSTEM VAPOR BARRIER - SEE '12"�12" A, SPEC Revisions: .1,P.T.WOOD SHIM PRODEMA ! SPEC$ �� I � BF PANELING ! /8 EXTERIOR C�(U$ I O �.� SYSTEM "� ( �: PRODEMA PANELING ;•1IdKER,� _ 5/"TYPE'X'GWB ` %"TYPE'X'GWB SYSTEM ROD �__ >: ,.. I STAINLESS STEEL SCREW gra �!'�_ ` SEALANT r,: ' 2x WOOD �, �• Imo+(� glik: ;;ç HEADER - SEE 2 OT SEE SLAT 1-�C STRUCTUL 1 WINDOW ' 6" BACKER - ' 12 _ - - - - II - - - I- �-�"" ANGLED MTL FLASHING UV •AVA CLADING ROD / , • ` " I ^ ROD 4 ja---- • -=T I_• • I � PAINT BLACK OVER 2X %" EXTERIOR GW$ SEALANT . ' . ` • • Is.. SEALANT STAINLESS VAN ° STEEL SCREW < PER MFR. I( ( 2x WOOD SLAT BEYOND WOOD a ore Sheet Title BLOCKING FLASHING ° _ ( v REQUIREMENTS (.: s; NOTCHED FOR FLASHING " °' _ ' '" I ( ANGLE DOOR AND WITH DRIP . • ° ° I 6" FLASHING "— . ••• - ' ' . o. • - VAPOR BARRIER - SEE EDGE AND o W/ DRIP , �� I �/ �� I WINDOW TYPES ®VERTICAL SECTION ACKER i''iirf/ SPEC SEALANT o ( RUBBER BASE EDGE �.� _ ROD 4 •� .,. -�► . • •- 1 MFR.VENTILATION GRID " _ SEALANT �'a'� EN • •' . ° 17-1- SHIM AS REQUIRED �"EXTERIOR GWB OVER - CONCRETE FOOTING STEM BACKER / STUD WALL SEE WALL ►_ ° -/ PARTITIONS t^ SHIM AS REQUIRED " A • • ° N WALL WITH FLUID APPLIED ROD 4 �� /�• ° - WATERPROOFING SEALANT L CLAD WINDOW SYSTEM � 2x WOOD SLAT NOTCHED �► ' . ' . . �' ' . ° I �.��r';-1 FOR FLASHING ANGLE 2473 �j CLAD WINDOW SYSTEM . • • o FLASHING Fitz.ANGLED MTL F Rip ' ', ' �"'� ♦ • 2 • • . ° • • . • • •: ( . - CONCRETE SLAB - SEE PAINT BLACK is'-+ / �► 3 sTRUCTURAL • ° • . . . • • • OHORIZONTAL WATERTIGHT SEAL PER ' 1' `'�,(I ' • M ° • • ' • . • • . • la ° A SECTION MNF. RECOMENDATIONS ��j PRODEMA PANELING 1� OS' SYSTEM of 0 CLAD WINDOW - JAMB CLAD WINDOW - SILL CLAD WINDOW - HEADER EXTERIOR PANEL JOINTS A8.01 3"= 1'-0" D072RA021 �� 3"= 1'-0" D072RA021 3"= 1'-0" D072RA021 3"= 1'-0" D072RA021 Job No: 07001 i r HEAD WALL TRIM 01.,,--- I . 'Are' 1 ZEE CLOSER Ai METAL ROOF 8" < PT WOOD POSTS-CHAMFER e EDGES 1/4", BOLT TO BEAM METAL ROOF rir -1 4': SYSTEM 48.02 moimorwm SEE STRUCTURAL •."--j--- -0 SYSTEM METAL ROOF STEEL PLATE on111■111111MMIN•1110 PT WOOD POSTS CHAMFER ) ill )==).________ '14 V- SHIELD-EXTEND SYSTEM < - - FIELD CUT AND INT r 1 1 , • UP WALL 18"AND h,"----110„, BEND PANEL UP 7 , &) DOWN ROOF 18" ,ii ......... .._ EDGES 1/4", BOLT TO BEAM 1 1/2" ' A -......„ ..41,.. ..,„......,----__-..„ _ PANEL CLIP SEE STRUCTURAL _ -- ---- 4- 30#FELT- AIPAO,VOVIII■Mill11111 .;,-1. GRANIT CAP STONE r.,77-z =--- -------5-=----\=---- I r F.O. WALL AT F.O. WALL AT f CORNER CORNER CONTRACTOR TO VERIFY r I 1 `< SHEET LEAD FLASHING MIN. V MECHANICAL UNIT CONDITION CONDITION VENT LOCATION AND 2 1/2#/S!. FT. ROLL DOWN ., \ NUMBER WITH MECH. INTO PIPE V 22GA. SHEET METAL CAP PREFIN. METAL CAP ENDS OF FLASHING AT CURB ENDS STRAP HANGER NEW 22 GA. GALV. PREPAINTED UMBRELLA AT 4'-0"O.C. SHROUD W/ STAINLESS STEEL PIPE CONDUIT OR T.S. >- ANCHORED INTO PLUMBING VENT PIPE CLAMP AND SEALANT FOR PIPES. - 4x8 CURB - MINIMUM HEIGHT F'ERP TO Z I- MASONRY OR INTO SEE MECHANICAL DWG'S. SOLDER FOR T.S. = iL LEADER (L 0 o STUDS--SEE i SEALANT FOR PIPE ROOF STRUCTURE ~- to PIPE INTO t° >-¢ ELEVATIONS SOLDER FOR T.S. INSTALL SCREWS WITH NEOPRENE WASHERS 'r REDUCER a : E:: 12" O.C. MAX/MIN 2 PER SIE)_r CONT. MASTIC AT EDGES T • • ANNULAR ° OF ROOFING FELTS I VOID W/ �" 4" ;,, , ill BASE FLASHING WRAPfD OVER CURB NpN_ CAP SHEET TO TOP OF CANT SODERSTROM — '.•: • '. •.• p HARDENING s -- `icv - FLASHING PLIES TO TOP OF CURB• LEAD FLANGE WITH CAP SHEET ARCHITECTS C SEALANT — v SET LEAD FLANGE IN MASTIC �� 1 ROOFING PLtEB TO TOP OF CANT _' SLOPE TOP STRIP IN WITH TWO PILES OF CLAMP AND TO DRAIN FELT-PRIME FLANGE BEFORE SOLDER FOR T.S. - BASE SHEET 4 BASE SHEET OVER TOP OF CURB P • STRIPPING ROOFING PLIES 1200 NW NAITO PARKWAY SUITE 410 EXPANSION ., TWO REINFORCING PLIES ` 4„ 4,> \' EXISTING DECKING OVER FLASHING `.� 4 4 PORTLAND, OREGON 97208 JOINT AT i 9► `�� . �" TEL: (503) 228 5697 SOME LOC. - -* ` FAX: (503) 273 8584 5" - _Ad �_•SEE ELEVATIONS �— • • • • • • •....%%��%....%%•...... •• %%%%%%%%%%%%... •• •... ....• • Y _•4 •••••�j•j••••••••j•••j•j•j•••j•••••••••••• •••••••••*St ••••••••••�•••• ••••••••••••��., �� % • % % % % %% % %%iii!i,,.4 ! t !ii r NOTE: 1- -f' T -r 1'-8" MIN.CLEARANCE AT BACK TO BACK TOILETS -1 \__./ •• \__/ \ ./ — J %" TYPE 'X' C PARTITION TYPE KEY• 518"TYPE"X'GWB ( 5/8"TYPE"X'GWB 5/8"TYPE"X'GWB ' // THERMAL CODE R-VALUE.: .: f f ;f THICKNESS: 1-1/2" A 6.0• 2 x 4WD. STUDS --' 2 x 6 WD.STUDS 2 x 4WD. STUDS 2x WOOD STUDS ` B 8.0 at 16"O.C. 4 at 16"O,C. '/�(-` at 16"O.C. f--- STAGGERED AT IS" 3-1/2" C 13.0 ,.. O:G. INSULATION CODE 5-1/2" D 21.0 ( 5/8"TYPE"X'GWB ( 5/8"TYPE"X'GWB ( 5/8"TYPE"X'GWB 1-1/2" E 7.5 • - PARTITION TYPE INSULATION - SEE DETAIL KEY RIGID if 43„ 6" 41„ 1" PARTITION TYPE ACOUSTICAL _ 4 INSULATION : SEE PARTITION TYPE KEY 4 INSULATION : SEE PARTITION TYPE KEY 8 4 VARIES, SEE FLOOR PLAN KEY MO THICKNESS: 1-1/2" F INSULATION : SEE PARTITION TYPE KEY COORDINATE WITI-I PLUMBING M.°)1F 2-1/2" G SODERSTROM WALL RATING:1 HR BEARING WALL RATING:1 HR BEARING WALL RATING:NONE WALL RATING:1 HR BEARING 3-1/2" H UL DESIGN 0305 UL DESIGN 0305 GA FILE NO.WP 5512 MATERIAL HEIGHTS ciin-4 PARTITION TYPE GA FILE NO.WP 3605 T PARTITION TYPE GA FILE NO.WP 3605 PARTITION TYPE PARTITION TYPE FINISH HEIGHT SIDE#1 HOURLY FIRE RATING ARCHITECTS pc ._ _ " 0 �__ _ " Ma/ _ " OLD „_ , " STUD OR STRUCTURE N NON RATED PARTITION 9200 NW NAITO PARKWAY / 3 = 1-0 PT072RA01 3 - 1-0 PT072RA02 \ 3 = 1 -0 PT072RA07 / 3 - 1 -0 PT072RA04 HEIGHT S SMOKE BARRIER SUITE 490 L - / �/ FINISH HEIGHT SIDE#2 1 1 HR RATING 2 2 HR RATING PORTLAND, OREGON 97209 TEL: (603) 228 5817 MATERIAL HEIGHT KEY FAX: (603) 273 8584 SD: MATERIAL EXTENDS TO STRUCTURAL DECK ABOVE BF: MATERIAL EXTENDS TO BOTTOM OF FRAMING ABOVE CL: MATERIAL EXTENDS TO CEILING SYSTEM • � C6: MATERIAL EXTENDS THRU CEILING 6" 42: ACTUAL HEIGHT OF PARTIAL HEIGHT WALL(INCHES) ARCHITECTURE 5/8"TYPE'X'GWB PLANNING AT WALLS WHOSE STUDS DO NOT GO TO STRUCTURE, PROVIDE INTERIOR DESIGN • • I '' WALL BRACING. BRACING SHALL BE STUDS OF THE SAME SIZE• { (2) LAYERS OF)ii" TYPE •• . •• . AND GAUGE AS THE WALL TYPE AND BE PLACED AT AN ANGLE EXTERIOR RESTORATION 'X' GU . • . • • ' • OF 45 DEGREES FROM THE TOP OF THE WALL TO THE STRUCTURAL CONT. BEAD ' 2'-O" MIN. ' PLUG ALL UNUSED DECK ABOVE. BRACING SHALL NOT EXCEED 4'-0"O.C. • OF RESILIENT VERIFY KNOCK-OUT HOLES • ----------- i ( NOM 6"METAL SEALANT W/CAPS(TYP.)•• r •( EXISTING TS COLUMN, PIPES OR (TYP.) ) • % • 0 FIELD VERIFY SIZE CONDUITS•' 661 • ' ,,, , . ,: _ s • :,...s ■ I 1 , _ •,'. .:L. .. •i• . »j'.,:. ,.'.. . ., .: i.: 'i .. .. : '• . '. _ :t ..! w _ •e ._• •.:a. .. .. t` MORTAR- i �.• .. . : . .. .. . » :,+ ,t :: •• _:_. . . _ : » . :... _. :• .�.�.�.��.J • . • ' . . MIN 4-1/2" 0 0 0 s . _ _ _ .. . . . .... 0 THICK I•t r III► 4� RATED ASSEMBLY GENERAL NOTES (1110, `; NO. 22 MSG MINIMUM %? y_w_w_wa_.w_ , • •• � , 0... X4tiiiIi• .. iii.iiTó$r 1. REFER TO OSSC 709.6 FOR'\ WITI-I LAPPED JOIN?S i. PENETRATIONS AT WALLS. PROVIDE ASSEMBLIES AT ( SHEET METAL - THAN . .r• .}•. �•. ... :� .. . .:_. . .. . . ... . :p.. . •,: -�. , , . .. , •,. . .. :.:•_, . . .. . .. _ .... -.• ... WALL PENETRATION WITH A F RATING OF NOT LE 1 .1iml. SODIUM SILICATE o FORMS-CUT :Y » :�: _ . •::.�.. ,� :. . :t.... . . .. ,:,• , .;. THE REQUIRED RATING OF THE WALL PENETRATED. SOLUTION OPTIONAL ► ' ' TO FIT(TO - - I '� ._ .• BE REMOVED 1n In OSSC 109b.1 2. SEE ELECTRICAL WALL OUTLET CONFIGURATION OUTLET BOX PAD APPLIED FLEXIBLE CONDUIT �RR�� . K �- ::, ONCE MORTAR TO BACK OF BOXES IN W/6"SLACK PER 8 TYP. CLEARANCE EXCEPTION 1 DETAIL THIS SHEET FOR MEMBRANE PENETRATION NOTE: "• HAS CURED) ROOMS W/NOISE 2'-0"RUN. ALL AROUND REQUIREMENTS AT ELECTRICAL BOXES IN WALLS.• THICKNESS AND NUMBER CRITERION NC 25 OR LESS NOEL OF LAYERS OF GWB 3. PER OSSC 710.2.1 EXCEPTION 3: ELECTRICAL OUTLET BOXES SHOWN IS FOR 1 HR TS SEE OSSC '109:1 FOR OF ANY MATERIAL ARE PERMITTED PROVIDED THAT SUCH 6x6x3/6 COLUMN. SEE UL SEE W L INFORM'uA4 BOXES ARE TESTED FOR USE IN FIRE-RESISTIVE ASSEMBLIES DIRECTORY FOR OTHER ' WALL ' PENETRATIONS AND INSTALLED IN ACCORDANCE WITH THE TESTED ASSEMBLY. SIZES TYPE { 4. PER OSSC 710.2.3: THROUGH PENETRATIONS AT HORIZONTAL FIRE-RESISTIVE ASSEMBLIES SHALL BE PROTECTED UL DESIGN NO.X526 WALL RATING : 1 HR BY AN APPROVED PENETRATION FIRESTOP SYSTEM COLUMN PROTECTION PARTITION TYPE UL SYS No.W-L-1129 ELECTRICAL WALL OUTLET CONFIGURATION INSTALLED AS TESTED IN ACCORDANCE WITH UBC STANDARD 3"= 1'-0" D072RA015 CLie 3"= 1'-0" PT072RA10 3"=1'-0" PT072RA03 OF NOT LESS THAN ONE HOUR BUT NOT LESS THAN / � �0 7-5. THE SYSTEM SHALL HAVE AN F-RATING AND A T-RATING THE REQUIRED RATING OF THE FLOOR PENETRATED. 1.1)1°°' 5. PER OSSC 711.1 AND TABLE 6-A: OPENINGS THROUGH FLOORS SHALL BE ENCLOSED IN A SHAFT ENCLOSURE PROVIDING A FIRE RATING OF ONE HOUR. 6. TYPICAL GYPSUM BOARD WALL FINISH TO BE TROWELED ON PLASTER FINISH U.N.O. MATCH ADJACENT WALL j TEXTURE WHERE NEW CONSTRUCTION MEETS WITH EXISTING 441 CONSTRUCTION. COORDINATE WITH SPECIFICATION. 7. REFER TO STRUCTURAL DRAWINGS FOR WALL LOCATIONS REQUIRING PLYWOOD FOR SHEAR Cli"I COORDINATE WITH PARTITION TYPES { 8. PROVIDE GYPSUM VENEER PLASTER SYSTEM (VENEER BASE AND VENEER PLASTER) Gi AT ALL CORRIDOR WALLS i 9. ALL RATED WALLS TO EXTEND FROM FLOOR SLAB TO Willi DECK ABOVE. FILL AND FIT WALL ASSEMBLIES AROUND DUCTS, PIPES, CONDUITS, BEAMS AND COLUMNS. 10. PER OSSC 711.3 OPENINGS THAT PENETRATE ONLY { ONE FLOOR AND ARE NOT CONNECTED WITH OPENINGS COMMUNICATING WITH OTHER STORIES OR BASEMENTS AND THAT ARE NOT CONCEALED WITHIN BUILDING CONSTRUCTION ASSEMBLIES NEED NOT BE ENCLOSED. i6 11. MATCH ADJACENT WALL TEXTURE WHERE NEW CONSTRUCTION MEETS WITH EXISTING CONSTRUCTION. COORDINATE WITH SPECIFICATION. A CCIL\ 1 Drawn: --- Date: Plot: 12/19/07 File: - I Check: Revisions: I - Sheet Title PARTITION i TYPES 40 eftee ' .i'<0/1 E. if Fitzg', tn.1g°Y G�� OF 0 A9.01 1 1 Job No: 07001 L i 1 I r .,r: , .•:.•! NOTE: CEILING PLANS FOR HEIGHTS T _:`'''• PROVIDE METAL RAIL AT SLOPED CONDITION BRACING TO STRUCTURE• �. STEEL HANDRAIL ,,�. ABOVE AS REQ'D. I I N. : I $ CONNECTION DEVICES TO 134E APPROVED CONNECTION DEVICES t0 SE APPROVED t7X / I '�.' At 120*W/1-1/2" EMBEDMENT AT 120*W/I-1/2" EMBEDMENT -I/ -- ..: 1� ' .• 0 0 7-''' U BOTTOM OF I BOTTOM OF - , 1'-01/2"R.O. , WOOD STUDS- —�-� s PROVIDE EQUALLY '':.:A 1 1/2" * 1 1/2" , STRUCTURE STRUCTURE r, COORD.W/MFR. SEE PARTITION ; SPACED INTERMEDIATE ••TYPES V\ � SUPPORTS AT 4'-0"O.C. MAX. I \ ��_ *12 WIRE •• 6'-0" OG. •*12 WIRE • 6'-0" O.G..... % /.. , MAX. TO PARTITION MAX. TO PARTITION ;• ¢W 1 \"DIA.STEEL PIPE •• ' 1 1/2" STEEL PIPE _-' HANDRAIL-PAINT U m (pl WELDED TO ROD '`.J I. 1.,.,.�.,1...,a,TM,t.�,7,:�..N.,N;,�.�.I<M,r�.u,rx.�,ux�.�ti-.1,. J to CO PAINT. � ...,, i z O 3/8"DIA.STL. ROD , „ `•..*:' �� 3/8" VERTICAL O iZ EILINCxStR. 24" EACH PROVIDE R-11 IDE OF WALL L� SODERSTROM ri o. -�1�z SUPPORT WELDED Z . fAr----77-----ifi � LL WELDED TO TO WALL PLATE ARCHITECTS pc �'e.re >-- 3"DIA.X 1/4"> AND PIPE FLANGE O 8"M,4X.— ��/ j�_e'MAX- / z( m SUPPORT BRACKET :.4 i t Z 1 1 0 1 1 1 1 1!1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1!1[1 I 1 I I 1 1 !I i i 1, 1111111111111111111111 11 1 1 I 1 1 1 1 1 1 I I I l 1 111 2,_,.m w.�.�..,n• O Q �-N M 1200 NW NAITO PARKWAY J '"` Q "L"METAL ' SUITE 410 ¢ a N a' `'•' 1/4"X 3"--STEEL ,1 PORTLAND, OREGON 97209 1 _¢ V _ ` w 1 FAX: (503) 273 8584 a W a O m WALL PLATE to EDGE,TYP. TEL: (503) 228 5617 �' ATTACH HANDRAIL m •;i / 8'MAX. / 8'MAX. / 14" ¢ `•' .r ASSEMBLY W/(4) ¢ ;.••• FIRE EXTINGUISHER a a c . 7 OVAL EACH SCREWS " a AND CABINET �O AT EACH PLATE M Jllllllllllll 1111111 II !III 11111 1 W�� '. IInn1111111111111111111111118111111111111 ' INTERMEDIATE DUTY t NOTE: �• RUNNERS, t0 MOUNTING SCREWS 1 FACE OF WALL FINISH ) WOOD STUD WOOD STUD ARCHITECTURE PROVIDE FIRE-RATED AND HARDWARE NOTE: WELD PIPE "" PROVIDE BLOCKING A FRAMING WITH SUSPENDED FRAMING- PARTITION W/ !2) *8 SCREWS CABINET BY MANUF. �—r-0"---0----11" =MOUND-TYP. AT EACH PLATE R-11 INSULATION- ACOUSTICAL PARTITION AT EACH INTERSECttON PLANNING SEE CEILING SYSTEM• t ELEVATION GRIND ALL P N TYPES �+--� INTERIOR DESIGN WELDS SMOOTH :_:... PARTITION • �� SUSPENDED GYP. BD. PLAN SECTION AT THE WALL AT THE WALL . .. v TYPES • ' ' SIM. CONDITION EXTERIOR RESTORATION FIRE EXSTINGUISHER CABINET HANDRAIL HANDRAIL AT WALL CEILING AT SOUND PARTITION PARTITION AT CEILING 1 1/2"= 1'-0" D072EE010 1/4"= 1'-0" D072EE008 6"= 1'-0" D072EE009 4 3"= 1'-0" D072EE051 3"= 1'-0" D072EE052. 661 0 { REMOVE(E)HANDRAIL 12" 24" 24" C;) INSTALL NEW HANDRAIL BOTH SIDES. { 2 SECURE VERTICAL STRUT-"" TABLE_I. GENERAL NOTES GI A9.02 A9.02 TO STRUCTURE ABOVE VERTICAL POST MAX. LENGTH T 12" REMOVE(E)HANDRAIL AND TO MAIN RUNNER » 1.) SUSPENDED CEIUINGS TO BE DESIGNED AND INSTALLED PER 6.) BRACE WIRES SECURED TO THE STRUCTURAL SUPPORT AND TO THE NEW BUILT UP INSTALL NEW 1 DIA. EMT REQUIREMENTS OF IBC CHAPTER 1621, ASCE 7 SECTION 9.6, & CISCA CEIUNG GRID SHALL BE CAPABLE OF SUPPORTING A DESIGN LOAD OF AS REQUIRED. STEEL CONDUIT 10'-0" FLOORING OVER HANDRAIL BOTH SIDES. GUIDEUNES FOR SEISMIC ZONES 3&4; INCLUDING ALL LATERAL LOADS 200 LBS., OR THE ACTUAL DESIGN LOAD, WHICHEVER IS GREATER, TO BE RESISTED, AND BRACING TO RESIST LATERAL LOADS FROM WITH A SAFETY FACTOR OF TWO (2.) '24 (E)STAGE ,^— —'� VERTICAL STRUT AS REQ'D BUILT-UP POST NONBEARING PARTITIONS. Y --SEE SECTION 2O'-0" 2.) GRID MEMBERS, CONNECTORS, AND EXPANSION DEVICES SHALL BE 7.) A PERIMETER SUPPORTING CLOSURE ANGLE WITH A 2-INCH HORIZONTAL TO RESIST VERTICAL BELOW LEG IS REQUIRED ON ALL SIDES OF THE ENCLOSING WALLS. / COMPONENT OF LATERAL CAPABLE OF RESISTING A LOAD OF 180 LBS., OR TWICE THE ACTUAL FORCES. PROVIDE STRUT AT LOAD, WHICHEVER IS GREATER, AS REQUIRED BY IBC SECTION. 8.) ALL UGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE 12'-O" O.C. EA. WAY, AND 3.) CEIUNG SYSTEMS MANUFACTURERS SHALL PROVIDE TEST RESULTS SUSPENDED CEIUNG SYSTEM WITH DEVICES CAPABLE OF t N� , C� SUPPORTING 100% OF THE WEIGHT OF THE FIXTURE ACTING IN ANY u 6-0 MAXIMUM FROM ALL 3 1/2" X 20 GA. S1UD CONDUCTED BY AN APPROVED TESTING AGENCY VERIFYING DIRECTION. FIXTURES 56 LBS. OR GREATER IN WEIGHT SHALL BE } a + WALLS. 2« CONFORMANCE WI1H CODE REQUIREMENTS, AND SHALL INCLUDE: r- ° : °' I 4414: E8 TEK SCREWS AT A. GRID MEMBER, CONNECTOR, AND EXPANSION DEVICE SUPPORTED DIRECTLY FROM 1HE STRUCTURE ABOVE ON © - d . APPROVED HANGERS. FIXTURES LESS THAN 56 LBS, SHALL BE tr a ) 12 O.C. (STAGGER) B. B ffLE RACING PATTERN AND MINIMUM MARE PROVIDED WITH (2) NO# 12 HANGER WIRES SECURED TO THE Cl) W ° ° < `. P . ` >- 12 go. HANGER WIRE C. BIZEtE.0 OF SUBSTANTIATING CALCULATIONS REQUIRED LATERAL a a :r.a - �4 'O � °. � °; `� � � TYP. 4—0 O.C. ?° � STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. ° • ��VJ\ BUILT-UP POST SECTION BRACING SHALL BE PROVIDED AS SHOWN AT LEFT. PROVIDE AN W Q - a • a: de. :° ,., BUILT-UP A• 'HEAVY-DUTY' GRID SYSTEMS; PROVIDE 48" O.C. MODULAR 01" V/ J 'Sr ° ° . ° W (Ce . d ' .' s' .•/ ° .' W Lo L1° s r J ;\ 12 ga. BRACE WIRES re SEE NOTE 3.0 4.) VERTICAL HANGER B. 'INTERMEDIATE-DUTY' GRID SYSTEMS; PROVIDE N0.#12 u. �n / RE( 11RE $ NO.#12 at 4'-0" O.C. OR NO.J10 at 5'-0" VERTICAL HANGER WIRES SECURED TO THE MAIN RUNNERS CROSS TEE B. CONNECTION DEVICES TO SUPPORTING CONSTRUCTION WITH A WITHIN 3" OF EACH CORNER OF THE UGHT 2'-0" O.C. MAX. MINIMUM CAPACITY OF 100 LBS., SECURED TO THE SUPPORT 9•) PENDANT HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY NEW CAST IN PLACE NEW CAST IN PLACE S CONSTRUCTION WITH A MINMUM OF THREE TURNS. HANGERS FROM THE STRUCTURE ABOVE WITH N0.#9 WIRE, OR AS L CONCRETE STAIRS. CONCRETE STAIRS. SHALL MEET CODE REQUIREMENTS FOR MINIMUM PLUMB, AND APPROVED, WITHOUT USE OF THE SUSP. CEILING SYSTEM. DEMO. (E)STAIRS . , MAXIMUM INTERFERENCE BY OTHER EQUIPMENT OR MATERIALS. 10.) THE REQUIREMENTS SET FORTH IN NOTE #8 ABOVE FOR ATTACHING 41 5.) PROVIDE INDEPENDENT SUPPORT AT ALL TERMINAL ENDS OF ALL MAIN UGHT FIXTURES SHALL ALSO APPLY TO ALL CEILING MOUNTED AIR I I * VERIFY EXACT SPACING MAIN RUNNER AND CROSS RUNNERS 8" MAXIMUM FROM EACH WALL OR CEIUNG TERMINALS OR OTHER MECHANICAL SERVICES. Cli; I WITH CEIUNG MFR. 4'-0" O.C. MAX. * DISCONTINUITY WITH MINIMUM NO.#12 WIRE OR APPROVED WALL SUPPORT. I STAIR DETAIL STAIR DETAIL LATERAL CEILING B RAC E 6 N.T.S. 0 N.T.S. 8 1"= 1'-0" i;11 i i iii , W I. FRAME FLOATING FLOOR: NEW CONCRETE TOPPING i'"HARD BOARD OVER(2)i." SLAB. PLYWOOD OVER I" 1:12 MAX. SLOPE t� -' ,-- NEOPRENE PADS EXPANSION JOINT ,,/ �I� selmow--�� N.M. DOOR - SEE UNDER CUT '-1, nr � FLOATING FLOOR: / a " " SCHEDULE THtHOLD EXISTING DOOR HREISNOLD MATCH EXISTING TRIM uj 12 HARD BOARD OVER(2)AS >'go 4 >.. PLYWOOD OVER " ,. I 111.11 I REQUIRED. © — 1 a 4 :�� NEOPRENE PADS • a _ . �4 2 _ 2 / J . , : ! 4.e. :.A _=i ii .. „ i • 'a • Q a �_ �� i��o + OOO�f000 .- Q • d 4 000 1000 a 000(—)000•/ Q Q a Q ° 4 ° d a ° d a 41‹. 4 q 41' d° Q a• 0 / 4 4 >. >'' I 4 4.. (n 4 U) ° - 4 (/) ( EXISTING CONCRETE 4 ° a e 4 4r d 4 ° ° a 4 i . ° 4 W SLAB 4 a u. v d m a W 1 a LL. 4 A p 4 4 4 4 4 4 •EXISTING CONCRETE h ° ° ^ ° NO PUBLIC �"" CLEAN EXISTING BRICK , , '' • a 4 ' MASONRY. SLAB EXISTING CONCRETE EXISTING CONCRETE ACCESS r` Q SLAB SLAB . l r( r a NEW CONCRETE SLAB- NEW CONCRETE NO PUBLIC ACCESS SIGN TO BE •*" SEE STRUCTURAL TOPPING SLAB POSTED ON BOTH AISLES xi AND ON DOOR 28A '�` 1 10-IIII' „ �� Drawn: --- STAGE FLOOR STAGE FLOOR @ RAMP STAGE FLOOR THRESHOLD STAGE FLOOR THRESHOLD 1111 Date: 11 3"= 1'-0" D07001TT10 3"= 1'-0" D07001TT11 3"= 1'-On D07001TT12 14 3"= 1'-0" D07001TT13 SECTION-A Plot: 12!19/07 2 X 2 STL. METAL 1 1/4"NOM STL PIPE File: i / , ,: TUBE MESH 7"LONG SLEEVE Mt _0 EXISTING BMU WALL ( .y GLUE LAM SEE 1 (TOP AND BOTTOM) Check: .;ra STRUCTURAL \ < 2x FURING STRIPS ... �*�♦�., ' Il v I 2ORDATE ( " ► ' " PL.AN EVIEW REVISION ,� , WITEG ►/. @ :ti WITH PANELING �. �: �:�•�: �:O:�� 1 NOM STL PIPE @ 24 O.C. COORDINATE; FA � FASTENER LOCATIONS ►.►�� ' oil. v..♦�♦�♦�♦�♦��♦�. �♦�♦��. ii — 1/4"BENT PLATE 5/8 TYPE X GWB PI$I'X4SI' ►��,��• 5/8"TYPE"X'GWB »,.. AT PANEL JOINTS ' AT PANEL JOINTS — W/5"FLANGE FOR 1.1 „ I BLOCK AS NECESSARY PAINT BLACK ;p ♦�♦�. BOLTIN G TO 2” ;: ;, PAINT BLACK �� `-�� I�� j 4 OVERHEAD DOOR W ( PLYWOOD Z ...-♦-�-.-�-♦--.- jç+; 2X4 BACKING PRODEMA PANELING PRODEMA PANELING � �� V ♦� N GUIDE BY MFR 0 "� '- " SYSTEM SYSTEM j \ •1 � CHAIN OR POWER .�.�`��♦��♦�,�L ■♦.♦+•OPERATED COUNTER ►.►��` MANUAL P SH UP DOOR&SHROUD LIGHT FIXTURE ( 2x FURING STRIPS 42" ��+i ��/ Sheet Title• COUNTER DOOR 0 , , , � C (DESIGN BUILD) WITH PANELING % ; $$$$ �� .• IR BY MFR ♦, r4$ 7 LONG SLEEVE DETAILS i _ (SEE STRUCTURAL) ICI �-� . ... FASTENER LOCATIONS ►4►�� (TOP AND BOTTOM) - ! I STAINLESS STEEL ? �� 1 ►��1 ( SEE WALL TYPES iii �! FASTENERS. ♦ .♦.♦♦♦♦♦' '+♦., - •r... III , i,,•* ." •_,_ �� " 2X4 HANGING WALL i 1 •.:..• ►� �Q .:„.:,.:..:,.."::..:.:.:•• : •:.. :.. . .:.. :.. CORNER GUARD(TYP) ( _. , STAINLESS STEEL �� HI GE PINL PIPE '�QQ ' D. • � !� ill`.. � 1�' �e i� III ANGLE END CAP G FASTENERS.SEE : 44■ .►��♦ �� f�,49. 2 _ —iIi " ��, 10/A5.01 AND MNF. �� ►��1 �; " 2473 !! 3 .. .: T �►�� .�� 114 BENT PLATE �b �� l 5/8"GYP BOARD(TYP) ) ! FOR SPACING ONS — RECOMENDATI R� 9 G'� !Ii 1/2"GROOVED MDF , I, HINGE BRACKET ` ,,. 1/ / Ii1 .....:.w _ .... L.••::_., ,..d-=.'•- -- -' -.Ye-�-�•..• ,ve \ WI 5"FLANGE FOR I !i STRIPS OVER FURING BOLTING TO OVERHEAD DOOR EDGE OF III f—..—� 2X4 BACKING t;IV' I, i !i NOTE: VERIFY ALL DOOR DIMENSIONS WITH MFR. GUIDE A ( WALL BEYOND III 1;1 �jf i FACE OF BMU <T or NOTE: VERIFY ALL DOOR DIMENSIONS WITH MANUFACTURER / ,,, ( WALL BEYOND O OVERHEAD DOOR TO BE 45 MIN. FIRE RATED. OVERHEAD DOOR JAMB OVERHEAD DOOR HEAD WALL PANELING @ LIGHT SOFFIT 1 WALL PANELING @ SOFFIT MEZZANINE GATE 3"= 1'-0" D072EE035 ■6 1 1/2"= 1'-0" D072EE036 N.T.S. D07001TT20 18 N.T.S. D07001TT20 019 1 1/2"= 1'-0" A9.02 { Job No: 07001 I r 1,..011 / 1,..01He le-cr-- — ---1 / 11-114111 / ADJUSTABLE I PROVIDE CLOCKING RECESSED 1 / I AS SHOWN AT LIGHT FIXTURE i i UPPER CABINETS E . . . . . _ (TYPICAL) ) PLASTIC LAM. • . • . III OVER 5/8" • ° PARTICLE . . ADJUSTABLE SHELVES: ° ° BOARD DOOR • • PROVIDE(2)MELAMINE • \ • (BOTH FACES, (BOTH SURFACES 4 AND ALL EDGES) • ° --- AND FRONT EDGE . • . , OVER 3/4"PARTICLE ° • ' • ( • BOARD)SHELVES t MELAMINE EACH CABINET ° ° AT INTERIOR 4? . SODERSTROM SECTION ° ° CABINET MELAMINE . Cf) T : . . SURFACES AT INTERIOR • . ADJUSTABLE SHELVES: ARCHITECTS pc 1 CABINET - . PROVIDE(6)MELAMINE 1 X 4 HARDWOOD •\ ° • SURFACES - ) . (BOTH SURFACES AND FRONT EDGE OVER 1200 NW NAITO PARKWAY SUITE 410 BACK WEB . MELAMINE OVER . . 3/4"PARTICLE BOARD) PORTLAND, OREGON 97209 1° . ihr PLYINOOD BACK ° ° SHELVES EACH CABINET TEL: um) 228 6617 FAX: (603) 273 8584 ri. • E • WIRE PULLS ° ° SECTION \---- . FLUORESCENT Y . . LIGHT FIXTURE \ \ .. .. ARCHITECTURE * / / V-0" if' c41.4. b . WIRE PULLS b PLANNING / 2'-0" s_ 2'-0" / ° 1••!. INTERIOR DESIGN / 3'-0" AT SIM. ce) T • • EXTERIOR RESTORATION PLYWOOD ;.- GRANITE COUNTER • • 1=14=14 PLYWOOD I (ALL. EXPOSED GRAMM . —Iv– TOP GYP. BOARD - SEE . BACK SPLASH : 6 SUP:PAGES) BACK SPLASH i = CD PARTITION TYPES --I • , , , 4,-4 \ COUNTER TOP . ..-- - , 1 s--1 \ • . 02 1 , v-icsi ET) WIRE PULLS NL 1 •4-101 2) WIRE PULLS NL . . . . >,-- i--- fi. 6 . . 1/4" PLYWOOD BACK ---i---d 1/4" PLYWOOD BACK • WIRE PULLS 114" PLYWOOD SACK < WIRE PULLS . . W/ PLASTIC LAM. . Il< b W/ PLASTIC LAM • b W/ PLASTIC LAM. -- • ° ( PLASTIC LAM. • • • - "e■I •gi OVER 3/4" . . PLASTIC LAM. . . WOOD VENEER ° ° PARTICLE BD. PROVIDE(1) ° . OVER 3/4" PROVIDE(1) OVER 3/4" • . DOOR(BOTH MELAMINE (BOTH I PARTICLE BD. MELAMINE(BOTH ° , PARTICLE BD. . . FACES,AND - . SURFACES AND FRONT • . FACES,,(BOTH AND SURFACES AND FRONT DOOR(BOTH . . ALL EDGES) A EDGE OVER 3/4" 1 EDGE OVER 3/4" FACES,AND Q PARTICLE BOARD) -- -- ------ i ALL EDGES) PARTICLE BOARD) ALL EDGES) SHELF EACH \ SHELF EACH )% ... z : =..... .).% CABINET SECTION P A R.B. ••■zt. CABINET SECTION Rm4 ! 7F RIB. ;r \ \ \ \ \ --sk /3", CABINET SECTION (WORK SHOP) CABINET SECTION (CONCESSION) CABINET SECTION (OFFICE) D07001TT33 4 1.. 11-0" D07001TT33 1"= l'-0" D072ta059 ( 11-0" / / II-0" / PROVIDE BLOCKING PROVIDE BLOCKING AS SHOWN AT AS SHOUJN AT I \ % \ UPPER CABINETS )E UPPER CASINETS E L . (TYPICAL) (TYPICAL) PLASTIC LAM. ( WOOD VENEER ° • OVER 5/8" . . OVER 5/8" o ° PARTICLE ° ° PARTICLE ADJUSTABLE SHELVES: r. . L..LI. .I BOARD DOOR ADJUSTABLE SHELVES: ° \ ° BOARD DOOR PROVIDE(2)MELAMINE (BOTH FACES, PROVIDE(2)MELAMINE (BOTH SURFACES AND ALL EDGES) (BOTH SURFACES ) * \I • 4 si,3arFAI ALL EDGES)L S) AND FRONT EDGE - • AND FRONT EDGE • . OVER 3/4"PARTICLE OVER 3/4"PARTICLE • ( . . BOARD)SHELVES t MELAMINE BOARD)SHELVES t' MELAMINE Ti ;"11116111111 EACH CABINET ° ° AT INTERIOR 4? EACH CABINET ° ° AT INTERIOR SECTION ° ° CABINET SECTION ° ° CABINET k iv) it) . . SURFACES - . SURFACES o , 1 4 I X 4 HARDWOOD ° ° 1 X 4 HARDWOOD ) ° • BACK WEB . MELAMINE OVER SACK WEB ° ° ... MELAMINE OVER )' • • 1/4"PLYWOOD • • 1/4"PLYWOOD r2 . • BACK . • BACK WIRE PULLS WIRE PULLS E \--- - FLUORESCENT )1;3 FLUORESCENT 13 glij LIGHT FIXTURE \ \ LIGHT FIXTURE c44- c+31•4° cf) / 2'-0" cl / 2'-0" dii b .11 b / \ i'D Ts!. -i---"- GRANITE couNTEts F'a (ALL EXPOSED .., TOP SURFACES) N° PLYWOOD 1 1s COUNTER TOP S . GRANITE BACK SPLAH 2C4 BACK SP LASH L .„ A CV SV \ - \ • ... . , ,, S.S. SINK a) 1- i I ‘!.-1(4;I•e co ( UNDER MOUNT S.S. SINK •b)1 GRANITE COUNTER \ ' li \ . TOP II 1 !! NL '! )1,:,triii 1/4" PLYWOOD !SACK .1< WIRE PULLS 1/4" PLYWOOD BACK I< WIRE PULLS I ... 1.1.1/ PLASTIC LAM. KNEE b iii/ PLASTIC LAM. KNEE b r./ , . PLASTIC LAM. 7 wool, vENEER _,-- II I 03* / 61181U SPACE OvER 3/4" iN SPACE OVER 3/4" C■1 ... I I I , PARTICLE ED. PARTICLE BD. I I , , -r-rai ..:.,= .1,. DOOR (BOTH , 4 DOOR MOTH -1 r 7 3:let tit= CABINET EDGE FACES, AND CABINET EDGE FACES, AND 1 BEYOND , ALL EDGES) BEYOND ALL EDGES) Co , ir_ ,i... 1 .)• I .)` CM& RUBBER BASE ;:t. RUBBER BASE H 7.4. It II \ \ \ WOOD VENEER i i ii ii 1 i CABINET SECTION AT SINK (WORK SHOP) 0 CABINET SECTION AT SINK (CONCESSION) Date: In= 1'-0" D07001TT34 1"= 1'-0" D07001TT34 Plot: 12/19/07 II II File: - Check: FRONT ELEVATION Revisions: GRANITE COUNTER I TOP /I 2'-6" / PLASTIC LAM OVER /--V-0"—/ 'b-,3/4" PARTICLE / 2'-0" GRANITE COUNTER 'N I I BOARD (ALL PLASTIC LAM. TOP ' 1% GRANITE COUNTER 7 E — --ir 4" BACKSPLASH : EXPOSED SURFACES) I (ALL EXPOSED TOP II II PLAM OvER 3/4" BACK SPLASH SURFACES) WOOD VENEER tib II II PARTICLE BOARD (ALL i 4) COUNTER TOP OVER 3/4" PARTICLE BD. 1 I _IL EXPOSED SURFACES -------- ---9 ! . PANELS ON -1 1— —I T = --1 Sheet Title FACES,AND z., II / 2'-6" 'I < WIRE PULLS AN. '4-101 2 INTERIOR =UM-ER TOP DETAILS PLAM (ALL EXPOSED \- \Tv- ' i !‘ cn ALL EDGES) It 1 . ,-- cm WIRE PULLS I \ _ SURFACES) kr ]I MELAMINE INTERIOR > \ I .1. . yi 511 1/4" PLYWOOD BACK • WIRE PULLS . • j< WIRE PULLS WOOD VENEER - L. T=Icv W/ PLASTIC LAM. 4 • • I ( b .• c:i Z.:, 014 1 D 4lic , • • I PLASTIC LAM. • I . ( WOOD VENEER ,,44..,„• 2473 ‘Ifi4 SUPPORT: PROVIDE (1) • • OVER 3/4" PROVIDE(1) OVER 3/4" .1.6 MELAMINE(BOTH 1 PARTICLE BD. DOOR(BOTH MELAMINE(BOTH SURFACES AND FRONT ° PARTICLE BD. DOOR(BOTH • ., - -c-icsi SURFACES AND FRONT ° act g 1 ton l• EDGE OVER 3/4" FACES,AND EDGE OVER 3/4" FACES,AND I `iftmi- i..i P PARTICLE BOARD) ALL EDGES) PARTICLE BOARD) ALL EDGES) • • , Lx0,==,,:x=„=„x„,,i: i 11 II _ ... _I > SHELF EACH .)• SHELF EACH CABINET SECTION 11 rt Ra. :;:r (..% CABINET SECTION xl A RE. ;4. 4v. .0 RUBBER BASE -----)s– /3,./ /3"/ SIDE ELEVATION OF t \ \ ■ CABINET SECTION CABINET SECTION (OFFICE) CABINET SECTION (CONCESSION) A9.03 3 1.. 1,_0" D07001TT35 6 1.. 1._0" D072TA002 8 1.. 1..0" D07001TT33 Job No: 07001 L yN U .2 Iih°,,,,, Z m AN A aoM 3 �� c--ogo u. 0 Z Q c LI a iii * �- CO rao m Z 2 ,4c 2 \ ' E 6 I- o U .`\ w 2' o H x � g ao C , ' SPECIAL INSPECTION PROGRAM ' STRUCTURAL NOTES , , co GRAPHIC LEGEND 0 0 IBC TABLE 1704.3 CODE: CODE: OSSC 2001 BASED UPON INTERNATIONAL BUILDING CODE, 2001 EDITION - .c 0 CO GRID 5F-TEAR WALL PER SCHED REQUIRED VER ATiON AND INSPECTION OF STEEL CONSTRUCTION DESIGN LOADS: al co Q HD VERFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD a IBC REFERENCE DEAD LOAD - AS REQUIRED o rn 0 DETAIL, REFERENCE HOLDOU.N PER SCHED SNOW LOAD - 25 PSF 4 DRIFT F- o o Lo 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS LIVE LOAD - 100 PSF co - N o EXISTING FRAMED WALL 0 FOOTING PER SCHEDULE AND WASHERS: MECHANICAL - AS REQUIRED = U Z 0 N o WIND LOAD - 1998 UBC OSSC WIND SPEW 80 MPH. EXPOSURE B w (1) S o 15 EXISTING BMU WALL A. IDENTIFICATION MARKINGS TO CONFIRM TO ASTM STANDARDS L1 s a cE Z , 2722722 APPLICABLE ASTM SEISMIC - SOS - 0.11 I = 1.5 Z g L al SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. X MATERIAL SPECIFICATIONS: AISC 335, SOIL BEARING - 1,500 PSF (ASSUMED) n o - NEW FRAMED WALL SECTION A3.4: AMC .RFD, SECTION A3.3 EARTHWORK: Cr, cc TO. 2 3 B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. X 1. EXCAVATE TO LINES 4 LEVELS SHOWN ON DRAWINGS. ALL FOOTINGS 10 BEAR ON FIRM I UNDISTURBED NATIVE SOILS OR COMPACTED STRUCTURAL FiLL. i 2. INSPECTION OF HIGH-STRENGTH BOLTING: X 2. ALL STRUCTURAL FILL t0 BE INSPECTED BY A GEOTECHNICAL ENGINEER. A. BEARING-TYPE CONNECTIONS. X CONCRETE: . l 1 AISC LRFD SECTION M2.5 1104.3.3 1. REFERENCE SPECIFICATION - ACI 301. PLANT MIX PER ASTM C94. 661 SHEAR WALL SCHEDULE B. SLIP-CRITICAL CONNECTIONS. X 2. STRENGTH - MINIMUM CEMENT CONTENT 5 1/2 SACKS PER CU YD. SUBMIT MIX DESIGN FOR APPROVAL 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: A. FOUNDATION 4 INTERIOR SLAB - 3,000 PSI AT 28 DAYS 5. EXTERIOR SLABS - 3,500 PSI • 28 DAYS. 0 A. IDENTIFICATION MARKINGS TO CONFIRM ASTM STANDARDS ASTM A 6 OR ASTM A 568 3. REINFORCING - ASTM A615, GRADE 60. PROVIDE 2'-0" NOOKS • CORNERS 4 SPECIFIED iN THE APPROVED CONSTRUCTION DOCUMENTS. 1108.4 LAP 16 4 SMALLER Si DIAMETER 4 11 BAR DIAMTERS • 11 4 GREATER. WALL 0 © © 0 0 4. BOLTS: TYPE B. MANUFACTURER'S CERTIFIED MiLL TEST REPORTS. ASTM A 6 OR ASTM A 568 A. ANCHOR BOLTS - ASTM A301 B. EXPANSION BOLTS - HILT( KWIK-BOLT. 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: X C. ADHESIVE ANCHORS - HIL11 1411 14Y-150. 5. COVER - AS FOLLOWS UNLESS SHOUT OTHERWISE ON PLANS. SHTG/NAILING ALL EKES &. FIELD (U.N.O.) A. IDENTIFICATION MARKINGS t0 CONFORM t0 AU1S SPECIFICATION AISC, ASD, SECTION A3.6 A. CONCRETE PLACED AGAINST EARTH - 3" 1/2" PLY • ONE SIDE iN THE APPROVED CONSTRUCTION DOCUMENTS. AiSCLRF, SECTION A35 S. FORMED CONCRETE AGAINST EARTH - 2". • • 6. FINISH - PER ARCHITECT W/ 10d • 6" 0/C EDGES 4 1'-0" 0/C FIELD B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. 1. SUBMITTALS: (4 COPIES) I'2" PLY • ONE SIDE • • A. MIX DESIGNS _ gaiiiiii01°N4 5. W/ 10d • 4" 0/C EDGES 4 1'-0" 0/C FIELD INSPECTION OF WELDING: A. STRUCTURAL STEEL: CARPENTRY: 1/2" PLY • ONE SIDE 1. REFERENCE SPEGIFiCA1ION - IBC CHAPTER 23. W/ 10d • 3" 0/C EDGES i'-0" 0/C FIELD 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X 2. LUMBER - DOUGLAS FIR, WITH 19% MOISTURE CONTENT Al TiME OF FABRICATION. ALL IN CONTACT WITH CONCRETE MASONRY OR EXPOSED TO WEATHER TO BE 1/2" PLY • ONE $IDE • 2) MULTIPASS FILLET WELDS. X PRESSURE PRESERVATIVE TREATED. GRADE AS FOLLOWS. .41111. 100. W/ 10d • 2" 0/C EDGES 4 1'-0" 0/C FIELD AWS pi.i 11043.1 A. POSTS AND BEAMS 6X AND GREATER - D.F. NO 1. 3) SINGLE-PASS FILLET WELDS >5/11-4" X S. POSTS AND BEAMS 4X SMALLER 4 DECK JOISTS - D.F. NO 2 OR SETTER (E) 1/2" PLY W/ ADDED 10D • 6" 0/C EDGES C. STUDS - D.F. 12 OR BETTER 4 i'-0" 0/C FIELD 4) SINGLE-PASS FILLET WELDS<5/1'-4" X D. PLATES 4 SILLS - D.F. CONSTRUCTION KILN-DRIED. E. BLOCKING - UTILITY. BLOCKING (YES) • • • • • 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE X 3. SHEATHING - PLYWOOD, ORIENTED STRANDSDARD OR APPROVED EQUAL. WITH APPROVED CONSTRUCTION DOCUMENTS: A. ROOF SHEATHING - APA 24/0. THICKNESS 4 NAILING PER A. DETAILS SUCH AS BRACING AND STIFFENING. 110432 PLANS. LAY-UP PERPENDICULAR TO MEMBERS W/ END LAPS STAGGERED. iiii HOLDOWN (EA END) 5. MEMBER LOCATIONS. B. WALL SHEATHING - APA 24/0. THICKNESS AND NAILING PER PLAN. PHD6 PER 11/53.01 • • C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. C. FLOOR SHEATHING - APA 48/24. THICKNESS 4 NAILING PER PLANS. 1-01.111 PER IIA/8301 •• LAY-UP PERPENDICULAR TO MEMBERS W/ END LAPS STAGGERED. 6--�- IBC TABLE 1704.4 4. GLUE LAMINATED BEAMS - DOUGLAS FiR, COMBINATION 24F-V8, FABRICATED WITH 71-010 PER 10/S3.01 • REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION WATER PROOF GLUE. FINISH PER PROJECT SPECIFICATIONS. 5. CONNECTIONS - SiMPSON STRONG-TIE OR APPROVED, GALVANIZED. /2\' NOTE VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD a IBC REFERENCE ALL CONNECTIONS TO BE ICBO APPROVED PER OSSC 1042.8 6. FRAMING - PER INDUSTRY 4 CODE STANDARDS FOR ALL DETAILS NOT SHOWN. 1) GYPSUM BOARD CONNECTORS TO 5E: REFER TO IBC CHAPTER 23. 8D COOLER NAILS • WOOD STUDS 4 18 DRYWALL SCREWS • METAL STUDS 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING X ACI 318: 3.5, 1.1-1.1 19035' 1901'1' 1. NAILING - USE COMMON WIRE NAiLS OR EQUIVALENT SIZE PNEUMATICALLY DRIVEN NAILS . 2) PLYWOOD CONNECTORS TO BE 100 COMMON NAILS. 1901.1, 151`1.4 MINIMUM NAILING PER 15C TABLE NO. 2304.9.1 UNLESS NOTED OTHERWISE ON PLANS. 3) REFER TO ARCH FOR WALL SHEATHING NOT NOTED IN SCHEDULE. 8. DRYING - PRIOR TO INSTALLATION OF GYPSUM WALL BOARD, DRY COMPLETED 4) UNLESS NOTED OTHERWISE MAXIMUM CONNECTOR SPACING TO BE: 2, INSPECTION OF REINFORCING STEEL WELDING iN ACCORDANCE AWS 01.4 1903.552 FRAMING TO A MAXIMUM MOISTURE CONTENT OF 150. GYPSUM WALL BOARD - 1" 0/C • EDGES 4 FIELD WITH CABLE 11043, ITEM 5B. ACI 318: 3x52 9. PLYWOOD WEB JOISTS - TRUS JOIST TJI SERIES OR APPROVED EQUAL. BRIDGING, PLY - 6" 0/C • EDGES 4 1'-0" 0/C FIELD 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO BLOCKING AND ERECTION BRACING PER MANUFACTURER'S RECOMMENDATION. SOLE PLATES TO WOOD - 16d • 8" OC AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE X 19125 STRUCTURAL 4 MISCELLANEOUS STEEL: EXT WALL SOLE E TO CONIC - 'S' m x8" EMBED A.B.'s • 2'-8"O/C W/ MIN. LOADS HAVE BEEN INCREASED. 1. REFERENCE STANDARD - AISC SPECIFICATION FOR THE DESIGN, FABRICATION iiii 2 PER WALL SECTION 1904 19052-1905.4 AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. iNT WALL WALL SOLE 11? t0 GONG - 1/2". x4" EMBED EXP BOLTS • 4'-0" 0/C 4. VERIFYING USE OF REQUIRED DESIGN MIX. X ACI 318: Ch. 4, 4.2-5.4 19142, 19143 2. MATERIALS: RiM JOIST TO DOUBLE TOP PLATE - 16D • 8" 0/C A. SHAPES - ASTM A552. 5) WHERE INDICATED AS YES, BLKG IS REQUIRED • ALL EDGES OF SHEATHING. 5. AT TI-4E TIME FRESH CONCRETE iS SAMPLED TO FABRICATE ASTM C 112 A. PLATES - ASTM A36. ALL PLY TO BE BLOCKED. SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND NOTE: X ASTM C 31 1905.6, 1914.10 C. STRUCTURAL TUBES - ASTM A500, GRADE 5. 6) WHERE EDGE NAILING IS LESS THAN 6" 0/C, FRAMING MEMBERS • AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE ACI 318: 5.6, 5.S 3. WELDING - BY CERTIFIED WELDERS PER AWS SPECIFICATIONS. E10XX ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER AND NAILS EACH OF THE CONCRETE. ELECTRODES. SIDE SHALL BE STAGGERED. NOTE: 6. INSPECTION OF CONCRETE AND SHOTCRE7E PLACEMENT 1905.9, 1905.10 4. BOLTS: 1) PLY WALL SWIG TO RUN UNINTERUPTED FOR FULL LENGTH OF WALL W/O BEING FOR PROPER APPLICATION TECHNIQUES. X ACi 318: 5.9, 5.10 1914.6, 19141, 19148 A. ANCHOR BOLTS - ASTM A301. INTERSECTED BY PERPENDICULAR WALLS. B. STEEL TO STEEL CONNECTIONS - ASTM A325N. (TYPICAL UN.O.) \ / 1. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING 1905.11, 1905.13, C. EXPANSION BOLTS - 'HILT! KWiK-BOLTS' OR APPROVED EQUAL. TEMPERATURE AND TECHNIQUES. X ACI 318: 5.11-5.13 15145 D. ADHESIVE BOLTS - 'SIMPSON' ANCHORS OR APPROVED EQUAL. - _ - ■ii........ . . .■ AMIN. __ - ._ _ - - ._ - 5. FINISH - PER SPECIFICATIONS. �1T 1 6. SUBMITTALS - SHOP DRAWINGS, 4 COPIES. S. EPDXY OR ADHESIVE ANCHORE PLACEMENT. X w ^ PER MANUFACTURER SPECS. STRUCTURAL OBSERVATION FINIIIONS A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL /2\ UNLESS NOTED OTHERWISE, ENGINEER OF RECORD (EOR) SHALL MAKE TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. STRUCTURAL OBSERVATIONS. 5. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SiTE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. 1SE ISM IG DESIGN SUMMARY TYPES OF WORK COMMENTS /� �-�/ ��► /� /� ' ;_� QUALITY 1 ASSURANCE PLAN AS THE NEW USE IS NOT AN OCCUPANCY CHANGE, SEISMIC UPGRADE OF THE IR ti GENERAL FRAMING AFTER FRAMING iS COMPLETE, SIESMIC HOLDOWNS / SHEAR `� COLLECTORS INSTALLED AND BEFORE APPLYING FINISH. 1. SEISMIC FORCE RESISTING SYSTEM FOR THiS BUILDING INCLUDES: ORIGINAL STRUCTURE HAS NOT BEEN PERFORMED. -1 ;.1=1 '' a) WOOD ROOF DIAPHRAGMS. I'- " " THE EXISTING BMU WALL BETWEEN THE NEW SHOP AND EXISTING STAGE HAS 1 b) WOOD SHEAR WALLS • OFFICE. � � . x c) CONCRETE SHEAR WALLS • WAREHOUSE. SEEN CHECKED FOR COMBINATION OF ADDED iN-PLANE LOAD AND REDUCED '� nip PROGRAM FOOTNOTES: 2. SPECIAL INSPECTIONS AND TESTING: LENGTH DUE TO NEW OPENING AND FOUND ADEQUATE. THE WALL HAS BEEN t 1 ,� ` ~ a) INSPECTION TYPES AND FREQUENCIES ARE SHOWN ON THE . STRONGBACKED FOR OUT-OF-PLANE LOADS EITHER SIDE OF NEW OPENING. �.�' 1. EOR TO SUBMIT A FIELD REPORT TO THE BUILDING DEPARTMENT SCHEDULES ON THiS SHEET. `if`=' CORRRESPONDING TO EACH WORK ITEM LISTED. b) TESTING TYPES AND FREQUENCIES ARE SHOWN IN THE PROJECT THE EXISTING NORTH WALL OF OFFICES AND SOUTH WALL OF TICKETS HAVE 2. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE SPECIFICATIONS AND SCHEDULES ON TH15 SHEET. BEEN CHECKED FOR IN-PLANE SWEARS AND FOUND ADEQUATE. THE WALLS - REQUIREMENTS FOR SPECIAL INSPECTION OR OTHER INSPECTIONS 3. REPORTING: HAVE BEEN STRONGBACKED FOR OUT-OF-PLANE LOADS EITHER SIDE OF NEW Drawn: JSC REQUIRED SY THE CODE. a) PROJECT SPECIFICATIONS WILL REQUIRE SPECIAL INSPECTION AND OPENINGS. 3. STRUCTURAL OBSERVATIONS BY ARCHITECT OF RECORD (AOR) TESTING REPORTS BE SUBMITTED TO THE ARCHITECT, ENGINEER, Date: OS-16-01 SHALL BE PER PROGRAM SHOWN ON ARCHITECTURAL DRAWINGS. CONTRACTOR, BUILDING OFFICIAL AND OWNERS. THE NEW 2ND LEVEL MEZZANINE AT TOP OF SEATING UTILIZES NEW WOOD 4* i 4. STRUCTURAL OBSERVATION BY ENGINEER OF RECORD: FRAMED SHEAR WALLS AND EXISTING BMU WALLS FOR 5011-4 LATERAL AND Plot: - a) STRUCTURAL OBSERVATION WILL BE PERFORMED AFTER FRAMING VERTICAL SUPPORT. OF 2ND FLOOR AND ROOF. \ I File: Check: DGG 1 FOOTING SCHEDULE: 0 01-21-08 STRUCTURAL w ® LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE "L" "W" "D" REINFORCING REINFORCING. REMARKS O2'-6" 2'-6" 1'-0" (3) 14x2'-0" (3) "4x2'-0" • 3" CLR BOTTOM O3'-0" 3'-0" 1'-0" (3) 14x2'-6" (3) 14x2'-6" • 3" CLR BOTTOM O4'-6" 4'-6" i'-0" (3) 04x2'-6" (3) 14x2'-6" • 3" CLR BOTTOM �, ,� ,� 1 *4 Sheet Title O 6 -0 3 -0 1 -0 (4) 4x5 -6 4 • 1 -6 0/C • 3 CLR BOTTOM STRUCTURAL LEGENDS, NOTES 4 SCI-I:FDUI Fs tlair \t..s PROfFs$, 13,089-�y \--j% OREGON o Hy MERia\- I EXPIRES: 12-31-08 51.00 Job No 1016 I r S C U rn rN t±1 S Z Q��M}M A M4 -o ag°o C� , . o Z o •- NOTE: tiH�°°w - • 1. (N) WINDOW OPENINGS Z N PER ARCH. 2. CUT W/O OVERCUTTING ,7•+ `� `Z 4 CORENRS. a : ' - 0 3. LOCATE VERT. REINF. z o w 0 ,� . 2'-8" 0/C 4 POSITION z L OPENING SO AS NOT TO O �' CUT MORE THAN (1) VERT. 1L1 Q Q 6 I k i \ ' E- Ic, E-.', z w i o ce L- '-'IS 1 \: \ `i4 3`4�'.I. 4+ Tr I I w c0 LO , .9 +4 -1-/ V \ \ ce - ...,- 0 .'! x -" �/'/0 , to LL Ordr_ i::j34i t ._\.,-� C, 2 1 1 \ ----r __.\- ( w cm 2 c Z 0 43- v, I a+- � % I ° z' o � Co c r Q -- Ae . - - - - -- /,,//! -"1 $ � ,/i \S Fi'� ,�� V \\ter' I a .a-' •� -�"" r ❑ ■ �irr�rrsrrrrrr ■a F.-- / 66 r' _ i a a t-aa-' 1 II i k HD '3.0 © aa�'1 I I (E) 4" CONC SLAB HD / Cie 0 $ HD•1.;.f- 1 2�- „r/Airs'„'"! --1 I L____ m ( i - -- �- • t l i. 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PROVIDE FLOOR JOINTS \';\ (E) 4 GONG SLAB -- g 2'-8" O/C d POSITION li I 1 i OPENING SO AS NOt t0 1',; ..::...:�1/ \ ---., SIM % GUT MORE THAN (1) VERT. 1;,1 a %-'II 0, \ © � >\ HD i .. -- - / rd` ` HD 0 -t;, lil "9% yss \-%\ -3.0 cn ' $ \ +� 6+6 \ $+ S+ A , iirli // \ "3.0 �N-� - - J1 1 // 1 ss - --1 .i- - �o +� B 161 l0$ \ L - - - (0 S I 19 15 ��co0 .l� 3 Ala+ Ala 11 10+ 1 1 3.0 '3.0 (v I,`+, -3.0 (yv ti tii�iiiiii�riiiiiiiii.� �iii7 r 3.0 v Q. - - - - I __�'_4 16 r 0 �� I % I +� HD �7 p 20 / 30 , ' `3.0 L_J '3.0 la-I� 023 Q 3.0 - •q v , 13 0 ' / A _ F.OM. ► 3 �:. ---- .� - I I F.O M. A - - - - I - - _-- --- �• - - A P.T. GL 63/4x6 P.T. GL 63/4x64 j'.....� v..Ey. ,...... ELEVATION 4" CONC SLAB-ON-GRADE I I V OVER 6"iM N'COMPACTED r•-;- '20 r 1 I I GRANULAR FILL 3.0 ��r 3.0 _ _ PROVIDE FLOOR JOINTS ii; 1 (0 I Op ,Ie+� ® .�i�+� J © 20'-0" 0/C E/W MAX �-,"-T.-N-1_ I I (0 ELEVATION ELEVATION v( v(0 PER 12/S3.01 T l__ _1 t ' Q' 2.0 1 I i I A v 1 col:Nd..21 i;',,; u.. Q 4 Drawn: J5C Date: 08-16-01 Q. FOUNDATION FLAN Plot: - SCALE: 1/8" = 1'-0" File: - 1 0 . 0 . /2\Check: DCCz 01.21418 STRUCTURAL REVIEW 1 I 1 'l 1 GL POST W/}DHUC68 0 � `�`` ® HANGER Sheet Title P.T. GL 63/4x6 ��' 0 DBL GL 5�/8x13�iz ��,,•,� . FOUNDATION .:. .0 Illii ili P.T. GL 63/4x6 '�`�� i`.. _ ` .0 6x8 6x8 648 v-5.0 P.T. GL 63/4x6 � . �,ilk T �.��■ x8 618 6x8� � 13,089 .3.0 P.T. GL 63/4x6 P.T. GL 63/4X6 - P.T. GL 63/4X6 Ittilll - r._iii Al N 77 ft © \ 21 4 EXPIRES: 12-31-08 30 30 3.0 -3.0 SIM CENTRY ROOF SOUTk FRAMING ELEVATION S ENTRY' SOU1 UJ4LL FRAMING ELEVATION 52.01 S2.0 I BR-32 SCALE: '/e" = 11-0" 52.0 BR-33 SCALE: I/8" = 11-0" Job No: 1016 L r s -- a h M p V "34118 g crn en M CO re S 4e A, G) Ae°nMi -0 ��o L °H�w -- .- Z 0 a Z 4"a4C •E a.( z CL- o W ° o W y . c 2 r •" H O W 1-- x L m co. U co v. 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REVIEW 4 0 * i4 MEZZANINE / LOW ROOF FRAMING PLAN SCALE: 14" . l'-0" Sheet Title 1 MEZZANINE / LOW ROOF FRAMING P1 AN gip CT R4 \%%�O PROFFsslo �4 4i 40iNl4, yfl 13,089 ,Pek 110 1 ., OREGON o O o �:4, r 11.?I% ik by MEMO\-- EXPIRES: 12-31-08 i S2.02 Job No: 1016 L r jN§1: z 'y v Cr) a��o CD o z �F4w 0 w J — 0 z 71 ,. g .Q o E+ o w U ce '- F— O W c0 1— x to — CD Cq - — o CO I U rn Cl 4 - o io `_ X O a � i Q 0 I = o CD cr)� v Z 2 N p U w 2.) fir) ca I I 0 – Z c y x 0 A$ Z } I O 6- o t d V 7 0 rd2 I I I 661111 , 0 I I I Cl; Giii \- — =_=J� _ _ F.O.M. 7r D 141‘411100. lilliallib' II ir U iiii I Li -_T I °Ii;= CE) GL 834x�F2 .-..r —� - - 4 x I r- � ililli lilli x ,)\ 0 \- I © ,\ \., 1 mil 22 `4\ ��\ Adak ` IM `4 4 X5.0 (E) GL 834x341/ (E GL 834x15 I �1 ■ x - – I P.T. GL 51i0x15 Q I 1/2" PLY OR OSB UJ/ �50 50 0 I SSN10 SIMPSON NAILS I I * 6" O/C EDGES 4 oefrir 1Tr+. ✓- I I 1'-0" O/C * 2'-0" O/C FILL. -- -- ' ,P°.t. D SL GL 540x15 _ _ 2x6 T4G DECKING LW, ► - _ _ !1111 1 1111111► (2) 1d EA SUPORt ' i!Iij ©. �►50 I• II = 0 ir let 11=i imi F.O.M. I _ - _ P.t. DBL GL 5>'i8xi5 -b _ ' o _ _ A - - - - - - - - r- - - F.o.M. A AFA /Eh Ala∎5.0 5.0 5.0 � A ( 22 I I 2 ,5.0 P.T. DBL GL 514)(15 _ I Drawn: JSC Date: 08-1&-¢-1 I I I Plot: - File: - I I 1 Check: DCG r 1► U.: Q /2\ 01-21-08 STRUCTURAL . . REVIEW 4 1, ROOF FRAMING PLAN SCALE: pis" = 1'-0" Sheet Title ROOF FRAMING PLAN �V�S�� D1Na ts�/0�L 4 # 9r 13,089 in 71-1 -• OREGON e r 11, 1 VtC. Hy MERIO EXPIRES: 12-31-08 S2.03 Job No: 1016 • KERF IE 34x3 W/ 8 (2) 3/4". CTSK BOLTS i c IL' /4x3 EA SIDE W/ U CD P.T.GL 634 POST MAX KERF CUT • /?" (2)34". BOLTS Z ! 1/2" PLY OR OSB "4 x 2'-6" * 4'-0" 0/C r' ) • -q--- GALV. A55EMBLY 3/ GALV. ASSEMBLY %�� PER SCHED IN 4" EMBED EPDXY 0r/ (E) BMU WALL ' 3/ 1t P.T.GL 6 4 POST ' t /// C3 `mi P.T. 3x6 W/ x8 ANGNS /�/ I ( BRCs IL' /?x6 4x® -6 WI BRG tE /?x634x® -6 W/ 0/1 gg Z o 2x6 STUD WALL EMBED AD.'S 0 2'-8" 0/C / (2) 418". x8" NEL- 3/16 l2) "� x8" NEL- // zed +� I'-4" O/C I �_ I� STUDS m 31/2" 0/C 1„ \ STUDS 6 3 ? O/C (E) BMU WALL / 0 4" GONG SLAB * 4" GONG SLAB 4 CONC SLAB //g (E) SLAB 4 WINDOW WALL 1„ GALV. ASSEMBLY i2 \ ° 0 0 Z PER PLAN FOUND WALL PER ARCH 1 � r GALV. ASSEMBLY /(1// c EA SIDE • IA/53.®1 � PER PLAN r 4 •- �� ,A„ I°I CONC SLAB \ o I/ J I I PER PLAN 3 Zi11' • 4 4 IP A • I 4=7" / .... GONG SLAB PER PLAN 6"t G W H AN 2 -6 W! ARCHD, / ARC -� Y/<):,/' T�\� \��\�� ' "4 x I'-9" 4'-@" C?/C Z 83.01 e • . Z o "4 x ( -6 ®/C ... � �\��\fi\� 6„ IN 4" EMBED ,� +• ° \� �° ��\i\�� EPDXY y y� ° Y��\\ �\�/ _ d. �' � �\%/�r�� " ANCH °.. : p W m COMPACTED '�,\ \ \�i\�i\y � . ?� (1) 4 CANT_ I= GOORD. • STRUCTURAL \ii\i� ./ (1) "4 W! 2 -0 <\; 1 ' _ WMW/ 2øh1 „ ,. " ,� W! ARCH GRANULAR FILL \''\�4 CORNER HOOKS. CORNER HOOKS. I ° �- PEDESTAL B W 3 • 21-13" E.W. 1- o d (1) "4 w i'-6" 0/C MATCH (I) "4 A 1'-6" 0/C 4) "3 V x6" U '- COMPACTED ° t- -t ( VERTS x L . ° ° W FILL. 2,_6„ (E) 9 d FILL. 2,_6„ 1 1 �. STRUCTURAL MATCH (E) ~�_ �� ° "3 TIES x©W/ (3) " +9 --- F- x • 1/ O/C TOP 4 2 -0 O/C GRANULAR FILL ° "4 • 1 -6 O/G� "4 • 1 -6 O/C2 _ - 1'-6" MIN „ ? IN 3" EMBED •,_ :�•:'.... :M� m o 3'-0" MAX 6 O/C FILL °"� Z ."4 a 1'-6" O/C W/ 2'-6" a L EPDXY ANCH :� ;_ ' `t a Cei A GOORD SIZE W/ ARCH '`'• 'r� ��• '•''•'.� V c a�'•- i\ \ \ " �, a l2) "4W/ 2 -® ° FTGPERPLAN �� r. "� c 6 \yi i s d •: CORNER HOOKS (2) 4 W! 2 -o " 1 1 � \ . ALTERNATE HOOKS / CORNER HOOKS d d CORNER HOOKS a ° w • 14/63.01 ° ° ° d d a g - 8 u- ° (2) "4 CONT. W/2'-6" ‘ d -- COMPACTED 0 a "E " n 1®�� •_ CORNER HOOKS �, a° NOTE: 1 °' ° ° NOTE: °r ° ° a i °I ° STRUCTURAL ir,_ L L i C' c m 4. 10 ° 0 ° d 4 GRANULAR FILL 1^� I o c co CONNECT ALL HOR REINF. CONNECT ALL HOR REIN. --, ......4_1 ..,1_._ _ ° ,� a 5" 6" 5" 44 TO (E) FND W/ 4" EMBED " ' ' TO (E) FND W! 4" EMBED N. Ci Z a (E) CONC SLAB 4 FTG / /5 5" 6" 5" EPDXY ANCH 3■ t0", 3• EPDXY ANCH W S -�o 1+� I'-4" / / / / / Q Z c 1° °D co 6" 04 0 .- a � 1 TYP S1-I 0P' FOUNDATION 2 TYP Si-1 0P FLOOR ' (F) BLDG 3 EXTERIOR FOUND WALL 4 TYF WOOD ENTRY WALL COL 5 TYP EXT. WOOD ENTRY COL EASE 6 (N) RAMP e (E) CONC FLOOR CO BR-02 . 3 „ „ BR-03 3 „ BR-14 3 " • „ BR-15 3 " „ BR-04 3 CJ.3� BR-01 SCALE: 34" • 1'-®" cJ' 3� SCALE- /4 • 1 -(� 53.E SCALE: /4 • I -� 53.Q� SCALE: � : I -0 3.� SCALE: 34" a 1 -® 3.0 SCALE: 4" 1 1'-0" - END OF WALL SECTION OR SIDE ' � �� , � �- �- �� - �� JAMB OF OPENING � BALANCE I$ �- PER PLAN BACK /8"xl" TOOLED OR SAWN JOINT W! EPDXY JOINT FILLER 41-0" O/C 0 0 x4 K YWAY /// , H55 COLUMN PER PLAN 2 E le /4x3 EA SIDE W/ (E) BMU WALL //� /// 3/16 � NOTE- "4x4'-®" 0 4'-0" 0/C PT.GL 634 POST (2) 3/4"® BOLTS. �/ PROVIDE EDGE -•- DBL 2x6 STUDS GALVANIZE ASSEMBLY BREAK-OUT FACE NAILING PER SPIKE TOGETHER d a 4 SHELL AS REQ'D 4 3 L 3x3x1/4xo'-3" W/ (I) SCHED 41 11/53.01. - a °�. i j ..,,54.L 1 I" FOR 4" M N A®LT- I 3/"� x6" EMBED A$ ® EA STUD 6x6 • 114/53.01 Provo 1 5THD10 HOEDOWN TO „ GALV. HS5 6x6x�/4 AROUND AB.'S. / / BASE iE 4,x5x0'-10" W/ BASE FL' 3.4x11x0'-11' NOTE: 7 4 I (2) S/ ". x 2�/ " EMBED ! (4) 3/". x8" PROVIDE EDGE DOUBLE STUD. 16d 0 8" 0/C "'"- '�TYP N � � 8 ? W 4 ( ( 0 EA STUD CONN OVER PLY WALL 4" -� 1/. 21-0" 0/1 EPDXY BOLTS 0 'I 0/C. EMBED ,ANCH BOLTS. NAILING NG E S UD SHTG PER • /(// PLACE OVER NON- SET IN 3 DEEP ( I PER P ANS W/:®LDOWN �'° A • 0/0 ( T CUT-OUT (E) a (E) GONG WOOD SCREWS TO / 2 -® 21-0" /e;� //4 I SHRINK LEVEL G GROUT GROUT FULL. 1/4 "'��,1 �' CONC SLAB i/4 FLOOR SLAB 01� GALV. >e /?xT/BxCOL /► 4/ A5 REQ D DBL STUDS. � = ./ i lEl CONC SLAB V CONC SLAB PER PLAN ti) ALL-THRD ANCH BOLT TYP CONSTRUCTION JOINT ° � 3/16 °i ✓ / .' d , P"lr-:�-. _ r. /8"xl" SAWN CONTROL JT W/ NUT a WASHER a, FND. GRANITE GAP .0"../ \a ° I EMBED II? /�xl®x®'-I®" �� .G- ��'I�� '!/�� 'rl�i�74r�� ° ��,,�� 1/ 4 ° ;yI i� W/ l4) 3/"� xl'-®" NEL- '•• / z • I I ° ° ��/ T.O. FOUND e QUANTITY OF WOOD CRACKING. FILL W/ CONC SLAB PER PLAN PER ARCH e d .I ° '4'14/40 0.' w a ° ° a I' " WALL OR SLAB i 1 SCREWS t ANCH BOLT DIA_ EPDXY JT FILLER STUDS 6 0/C E/W. g 4 p . 04 x) -4 IN 4" u (4) 04 IN 4" EMBED P-4" 7 i Ilp a ° a GALVANIZE ASSEMBLY / _ J e 4 4 ° EMBED EPDXY 2,_®„ d ° a ° EPDXY ANGNS i( L. � 1 ° 14 /// LL a ANCH (2) EA SIDE ° . a. - (1- EA SIDE) A ° a° 4 A ti ° 1 r FTG PER PLAN I ( �/0 • 84!5301 a' ° d 4 n1 d ....i_ _4_,: %/% (2) "4 IN 6" EMBED I" NON-SHRINK FTG PER PLAN ° `41,/ I EPDXY ANCHS •I a ° 1 SA ■ 1'-6" 0/C 8A/53.01 LEVEL G GROUT d 11,4 °a l 1 4 I (3) "4 EA WAY TYP CONTROL JOINT I° -�- ° a a-r " - „ s3-Ø TYP (N) WINDOW / 31-0" 5c�. / s3.� TYP I I4 r I° AROUND ERIM ER S STRONGBACK TO WALL/FLR 9 TYP 1-ISS COLUMN EASE '� RECESS 10 (N) 1-IOLDOWN '� DEADMAN 11 PND 1•-1OLDOWN INSTALLATION 12 TYPICAL FLOOR JOINTS 41c,„ �3 d. ° a I d 3.0 BR-22 SCALE: 34„ • I'-®„ 3.0 -1 BR8 SCALE: 34„ • 1'-0" 3.0 BR-19 SCALE: 34" • i'-0" 3.0 BR-20 SCALE: 34" • 1'-®" 3.0 DB-21 SCALE: 1" • 1'-0„ I 8� /� d ° Ia 1° 'VIN, a 4 ° I ° / I ° STEP PROFILE STEP PROFILE „ .14 I° "4 x 0 W/ (3) * 2" 0/C PER ARCH " „ 18 PER ARCH " , „ I -6 I -6 1-, d ° - 3 . 1 6 O/Cx 3 * 1 -6 O/Cx "3 • 1'-6" O/Gx / "-.1" ;-. - d ° -�` TOP 4 I'-a" 0/C FILL / „ 1. ° I li) "4 EA 1'-6" i'-6" ? PLY SCHED P.T.2x6 W/ �/ "� x3�/ " PER a ? ° °a° I ° ° 4" li) *4 �+ EA STEP NOSE I STEP NOSE 4" CONC SLAB f I ° a ° �� ( SLAB PER PLAN I a ° 1 d PER PLAN 41 4B 0" 0W/:15". O/C BOLTS I�- (E) LONG SLAB, CUT (E) CONC SLAB, CUT ' CONC SLAB 2x6 STUD WALL y.,,,,,,,y,y,>, \,�y�\�� 8 ° °. d t\///'�\/�i BACK AS REC.�'D BACK AS REG�'D '' - PER PLAN VARIES +3 I'-4" 0/C (E) 4" CONC 1 14 •:*/;/iJ;/ ( aII ��„3 o MAX ° ) ° ��/��/�... ��/i/AM ANCH - d 4 A 1° " a IN 4" EMBED it,EPDXY ANGNS WEI FTG PER PLAN TYP 7 CONC PEDESTAL 4 FTG e EXT ENTRY COL. 13 TYP NEW RAMP 6 (E) SLAB 14 TYP NEW CONC STEPS e (E) SLAB 1 TYP NEW CONC STEPS 16 TYP (N) RAMP EDGE 11 (N) 2x, STUD WALL TO (E ) FLOOR 3.0 BR-34 SCALE: 34" a i'-0" 3.0 BR-23 SCALE: 3i4" • i'-®" 3.0 BR-24 SCALE: 34" • i'-®" 3.0 BR-25 SCALE: 3i4" • I'-®" 3. BR-26 SCALE: 3i4" • I'-0" 3,Q� BR-DS SCALE: 3/4" = i'-0" 417,,,cm... i , ,,,i,, 1/?" PLY OR O5B PER SCI-ED 2x6 STUD WALL P T_3x6 W/ y4". x6" m 1'-4" 0/C EMBED EPDXY ANCHS 4" CONC SLAB � 2'-0" O/C PER PLAN ► ! ; • ° _� ° d • 4" CONG SLAB AN 2/53.01 �/ P.T. 3x6 W! 5/8„. x3�/? 2 -6 " „ ,� PER PL a ?" PLY OR o5B "4 x I'-6" 0/G .: „ PER SCHED r ' ,� a EMBED EXP BOLTS,1 4 x 1 9 • 4 -0 O/C IN 4 EMBED EPDXY 0 - ,� " ANCH 4 ° * 1 4 0/C 41-0"t (MAX) 4 _..�� /?" PLY OR OSB . „ „ ` . (i1 4 CONT. " 2x6 STUD ,WALL WORD. °'�' 3/4 x6 EMBED 3 +3 11-4" O/C 1 4 0/C PER SCHED AxSIDE IN 4" EMBED j CTSK EPDXY ANCHS "3 �' 21-8" O/G E.I.U. W/ ARCH 0 EPDXY ANCHS �� AROUND SLOT 3 W! 8" �%/ 4'-0"t OIG +� (GELS. x6" 2, ®„ 04 3'-0" 0/C COMPACTED 2x6 STUD WALL , OUND HSS 5 (E) 8 CMU WALL, ��/./� NOR. GROUTED CELLS. a STRUCTURAL a� I'-4" 0/C P.T.P 3x6 W/ NON-SHRINK GROUT CUT OUT 12" WIDE /�� DO NOT DRILL THRU • ° SLAB 4" CONC GRANULAR FILL x8 EMBED EPDXY / I%I 4 • 2�� 0 0/C ,.. :;,.....• ",: , SLAB•' � BOLTS e 2 -8 0/C H SLOT FOR (N) COL (E) 8'° BMU WALL /// NOR. REINF. IN 3" EMBED 1171--- M ;� Drawn: JSG 4// J;:` 5S 5x3 COL //i EPDXY ,4NCH �.%/ r.4 �,♦ ° - - PER PL a �� i. ��° Date: ®$ i(o ®1 "4 ,9 I'-6" O/C W/ 2'-6" AN BASE R �/ x3x®'-10" PT.GL 6 4 CUT TO • ° . d a > i i d CORNER HOOKS /��i a ° Plot:*.. � ��.<4/: . „ ° ° °iii / 4 x6 EMBED a <I l4) "4 �� ° ,.: (2) "4 CONT..W/2'-6" EO CTSK EPDXY ANCH COMPACTED ° 10 • CORNER HOOKS �� __ File: --�... (E) 8" BMU WALL / STRUCTURAL ao • a ° ° • / EQ �j�g Al' GRANULAR FILL '�► (E) CONC STEM %Øja (E) 9 CONC WALL "4 '_ 0/C Check:DC�C�" " 5" ALL` / (E) CONC SLAB 4 FTG 2 ® / / 3'-0• x 14'-0" LONG I'-4" / �� / /2\ 01-21-08 STRUCTURAL (N) 2x6 STUD P.T. GL 63/4 REVIEW FOOTING � a2 t2-aa STRUCTURAL iS TYP LOADING DOCK FND 19 WALL a6 (E) EMU WALL 20 (N) HSS 5x3 IN WALL EASE 21 WALL COLUMN e (E ) EMU WALL 22 (N) RAMP e (N) 2x6. STUD WALL 23 TYPE 4 SHEAR WALL ,3.0 BR-35 SCALE: 34" • i'-o" 3.0 BR-36 SCALE: 34" • 1'-0" 3.0 BR-43 SCALE: 34" • I'-0" 3.0 BR-49 SCALE: 34" • 1'-0" 3.0 BR-65 SCALE: 34" • 11_0„ 3.0 BR-68 SCALE: 34" a 1'-0" -4_ -A,- ---j\r _ Sheet Title I • 6x6 POST PER PLAN FOUNDATION DETAILS (E) CONC FLOOR SLAB O tCTU ! �� a //' ∎■• 00 1 O f4f ° ��I 40 141 4; * r ° �• ° (4) "4 IN 4" EMBED - EPDXY ANCHS rn, /r" (l- EA SIDE) ��.4' ORE€ON®vv V '4&'r A1' t FTG PER PLAN I EXPIRES: 12-31-08 i 24 6 x6 P OST FOOTING 83.01 53.0 BR-19 SCALE: 3/4" • 1'-0" Job No: 1016 L r 2x4 LEDGER W/ (2) 8 16d DIRECT TO EA LSL I1/2 BLK'G * R. h C It t- 11 8'-iL/i " 0/c ALT 11 N'2 TJ1 210 CE) 2x6 STUD * 1 4 0/C 9/ TM 210 SIDES OVERFRAMING '/2" BLK'G +p i'-4" O/C %�/' � 4 Z OVERFRAMING C1) Ibd +® EA LSL 1 0 1'-4" 0/C i/ / (E) BMU WALL o.1`4;4 Z ` TJI (TYP) LSL i'/z RIM /�71 a 34" T4G FLR SHTG LSL 11/2 2 BLKGs �,a o PER PLAN 10d m 4" 0/C 8'-0" 0/C ALT 3/4" T4G PLY FLR 3/4 T4GPER PLAN // / Z - A35 � 1'-4" 0/C A35 • i'-4" 0/C 0/O/ `�F w ` SIDES SHTG PER PLAN �� Z .� �// 9�/z 11 TJI 210 9"211 TJI 210 +EI OVERAMING OVERFRAMING 11 1 " i:ii ::� (E) CLGAFRAMING V .�� , . �' w c c �.�� , �►�� PER PLAN N ' 09I� .,.. -_ .,� a ° +� 1 -4 0/C � i -4 0/C a _ 34" T4G FLR SHTG 34" T4G FLR SHTG i ��. °r i � /�� Z `� PER PLAN PER PLAN = ,:. ' 9'/2" TJI FLR 9"2" TJI FLR JETS /��/ TJI JS1- PER PLAN 'Q ° 2x6 STUD PONY JSTS PER PLAN W/ l2) 16d BM ..,.,.., _ ►. WALL a 2'-0" 0/C ,,211 PLY OR OSB %��% W/ IT HNGR E-; o w a 1 11 r �� '`- ^' 1 11 - //// ') 1 it � Cam `1 A35 * 1 -4 0/C _ i 2 -0 BREAK OUT FAGS PER SGHEO N1 �__� "._� -F : � L 3x3x/4x1 -I I. iuui , ' SHELLS AS EQ'D 2x6 SOLEI�fE W/ / OLTS I- 0 Oth ►=1 %;� •i� ; TJI FLR JSTS PER TJ( JST PER PLAN TO GROUT CELLS Ibd 6 0/C ►--. � � ��.,; TJI FLR JETS PER w 0 C' LVL 13/4 RIM '. CONT. SI-10. BY v / / P.T. 4x10 LEDGER W/ (2) " (.� PLAN W/ IT HNGRS W/ IT HNGR / : :;/ HEIGHT SHOWN. PLAN W/ It HNGRS /, � 4 x6 EMBED EPDXY �, co Nog- \_ (1) 16d 44 EA (1) 16d m EA LVL 13/4 FLR JSTS 0 0 ANCHS 40 21-8". LOCATE _ - ° TM (TYP) TJI (TYP) PER PLAN W/ FLR BM PER PLAN L 3x3x'/4xi'-i" BOLTS / (E) 5MU WALL FLR BM PER PLAN 0 0 • (E) VERT GROUTED V Cr m HU HNGRS /� GL FLR BM 11/,/t1 CELL W/0 DRILLING .- o PER PLAN , TI-IRU (E) «5 WALL VERTS 0 0 'n <t 0 cn x 1/211 PLY OR OSB LVL 134 FLR JSTS 3, �/ P.T. 4x14 LEDGER W/ a 3 N PER SCHED PER PLAN W/ (2) LVL i ax5 2 LEDGER (2) 34". x6" EMBED � j 16d • WALL W/ (2) 16G1 8"0/C A.8.'S • 21-8" !1\ �' ° N. � m d � 2x6 STUD WALL N E Lo LL 0 z N v w 0 O 0 El * i -4" O/C . Z � � � ' C31/ " TJI FLOOR MEZZANINE �- al 2 0 o � Z 1 MEZZANINE DC 1=i�'AMiNC 2 MEZZANINE LEVEL STEP FRAMING 3 MEZZANINE FLOOR TO (E) 3ACIG WALL 4 SLR JSTS T.O. -3M JSTS TO T.O. IBM e OvERF AMiNC- 6 FLOOR TO GRID 2. WALL ° 0 N a 1 4.0 BR-06 SCALE: 3/411 = 11-011 4•.0 BR-07 SCALE: 34" = 11-011 S4.0 BR-08 SCALE: 34" = (1-0" 5.4.0 BR-37 SCALE: 34" = 11-011 54.0 BR-38 SCALE: 3411 = 11-0t1 4.0 BR-39 SCALE: 3411 = 11-011 IHTT16 W/ $/8". x5" EMBED EPDXY ANCH 4 (IS) 10d. /4 W/ LOCATE ,E 2'-811 0/C to (E) - 9'/21' TJI L 8x8x 3 VERT GROUTED CELL W/0 OVERFRAMING 6W 10 34". xb" EMBED DRfLLiNG THRU "5 WALL VERT. PER 3/84.01 f `4. EPDXY ANCH i11 GMSTi4xi2'-0" STRAP W/ 1/2" PLY OR OSB HGUS525/12 HNGRS * GL 5":x13/ GL 51/8 FLOOR (E) 8" BMU WALL 1/4 V MAX 34" MAX LEVELING C2) 10d 13/4" 0/C A 3x8 MEGS HANGERS • GL 5"8 BM PER PLAN GROUT 4 'i" 0/C BALANCE. ti PER SCHED � LAP COMPLETELY W/ HTT 16d • 4" 0/C I / 2" o ' pp 4v �'i ►� 1� / :a p lE '/a EA SIDE W/ I /�oj Q E I��/ k i "i ii'li " I C2)3/ ". BOLTS I / / 3x4 BLK'G LSL 1/2 RIM JST W/ 4 j, (1) ibd T45 OF JST. �// _ +4 CMST �� NOT TW J SHTG Lj 1 '� 11 ° i % ' 4 FLR SHTG 1 o 1 0/0 c,¢m TM FLOOR JOIST PER PLAN " I q /// %% ° 4 1/4 0/0 11 II 11 o \2" PER PLAN TJI FLR JSTS PER ti o \ o f /// .2 5 1 I 411 i �/� / 3x8 BLK G ea PLAN, CONN TO DBL 1/4 /// �� 11 TT 4 GAP 1Q 3/4x3 V 8 L W/ (2) i6d '/2" PLY OR OSB 1 { --WI '/4 EA SiDE W/ o PER SCHEL BMS PER PLAN . / / ! I 411 P.T. 4x6 LEDGER W/ g" i � am- \ 3/4 x EMBED EXP. A35 1 0 O/G C2) BOLTS / 3 lolo. 2x6 STUD WALL T.O. CE) BMU BOLTS 0 2'-8" O/G.BRG EE /4x GROUT SLOT FULL I. / WALL PROVIE 1'E WSR 3/8x5x AROUNHSS 5x3 TO I , HSS 5x3 COL CN) GL 5'/8 0'- " +. EACH UNERSIE OF CAP fE L'. PER PLAN W/ NON-SHRINK GROUT 1 / 0 0/ (E) S" BMU WALL 0.*- 1 CAL FLOOR I3M TO IBM S (N) GL 5M TO (N) iN-WALL COL. 9 (N) CAL rJi/8 TO (E ) 8M WALL i (N) GL 1/S E3M TO (E) E3M WALL 11 MEZZ FLOOR e (E) LO13E3Y WALL 12 FLOOR TO LO ( WALL ii"li 4.0 BR-40 SCALE: 3/411 = 11-011 54.0 BR-44 SCALE: 34" = 11-0" 54.0 BR-45 SCALE: 34" = i'-011 4.0 BR-46 SCALE: 34" = 11-0" 54.0 BR-53 SCALE: 34" = 1'-0" 4.0 BR-54 SCALE: 3411 = 11-0" A35 • 11-0" 0/C 10d • 6" 0/C -/V-- MST48 EA SIDE -/\r - 10d 40 3'10/C FLR SHTG A35 * 11-011 0/C PER PLAN FLR SHTG 4" 9'/2" TJI OVERFRAMING 16d 6" 0/C PER PLAN GL 5'/8 BM 3/4" T4G PLY FLR 10d 4 0/C 10d • 4" 0/C PER 2/S4.01 fPERPLAN SHTG PER PLAN A35 1'-4" 0/C 1 .1; LSL 1"211 RIM JST W/ �_ ►-'°� _ _ LSL 1"2 RiM W/ Ci) Ibd Ti B OF JST. i ►. , �i ' 11 -:- --�. . . . . . . . . . . . .o. . .o. . .�� T 1111 i 16d T45 EA JST �) LSL i/2 RiM JST W/ iiiii NOT THRU SHTG S (1) ibd T4B OF BLK'G. ilii �2 \ NOT THRU SHTG 2x4 BLK'G WI ...ter--' ��. ►�/ ►�/ 11 �-�'� TJI FLR JSTS t 3' „ ►;,. 16d 6 0/C PER PLAN J EDGE NAILING 9'/2" TJI FLR 9'/211 TJI FLR 5"211 TJI 9"21' TJI OVERFRAMING 2x6 STUD WALL 2x6 STUD PONY JST PER PLAN OVEfzFRAMiNG PER 2/5401 i'-4" OIC TJI FLR JSTS PER TJI BLK'G • 2'-0" 0/C WALL 2'-0" 0/C JST W/ l2) 1BM 2x6 STUD WALL • • o•) '/2" PLY OR OSB BM PER 2/54.01 PLAN, CONN TO DBL �� le W/ C2) 16d CONN TO DM- 1E W/ PER PLAN 2x6 SOLE f1? WI PER SCHED '/2" PLY OR OSB CONN TO (2) 16d. '/2" PLY OR OSB ( lbd 6" O/G ►_= A35 a 1'-0" 0/C PER SCHED :I 1: GL 5'/e FLR GL 5'/s FLR PER SCHED HU HNGRS V BM PER PLAN BM PER PLAN "� EDGE NAILING 6x10 W/ HUC610 GL FLR BM � 2x6 STUD WALL HGR * POST PER PLAN 1 1116 1'-4" 0/C 6x6 POST W/ LVL 134 FLR EPC GAP JST PER PLAN 16d * 4" 0/C COLLECTOR / PONY MEZZ 13 MEZZ. FLOOR TO WALL 14 MEZZ. FLOOR 6 PARALLEL WALL 1� GL tJ. 1/8 TO SHEAR WALL 1r' WALL 6 MEZZ. FLOOR 11 MEZZANINE FRAMING iS FRAMiNG ' PARALLEL STEP CJ'•4.0 BR-55 SCALE: 34" = 11-0" 84.0 BR-58 SCALE: 34" = i1-0" 54.0 BR-57 SCALE: 34" = 11-0" c54.0 BR-58 SCALE: 34" = 11-0" 54.0 BR-59 SCALE: 34" = 11-0" 4.0 BR-60 SCALE: 3/411 = 11-0" OFFSET GL 63/4 BM PER PLAN ' ' 10d � 4" 0/C GL 5 8 FLOOR BM ' - 1 MST48 EA NOTCH SIDE OF _i; "11 �� PHD5 EA SIDE 3 it PER PLAN � �l4 TOTAL) '/ SIDE 1E '� lE) 8 BMU WALL i D OFFSEt I b /4 - C2) 3/ t'� BOLTS 4 fl? 4 EA SIDE W/ ��GL 5"8 FLR BM PSL FLR BM � � /14i$I%/ 'I BLDG PAPER ,i/1 PER PLAN .� GL 5'/ BM PER PLAN BETtlEN ,,, � �PERP LAN ... __' t1; 5 111 11 8 IIEQ. WALL 4 BM CIS I� 11 11 �, 7,,,, } i 11 11 1�0 , // / / 1 4 E BED j r SIDE >E '/4x14 11 �1 0 11 EPDXY ANCH �~MST12 STRAP I BMU WALL' 40 40 GL 5'/ BMS EA SfDE W/ o o ♦ / MST12 STRAP PER PLAN 3/411 M.B. o o `411 ,i 411 0 ; EQ. Drawn: J5C /1 �, MIME jr 0 0 0 0 0 ----'a- -_�-._,• •0__'o'_. _•_.__'e'---- ' o '0 0 0 o VT• 1 r 1 i I \ \ BRG EE 3/4" /' 1 Date: 08-i6-0'1 GL BM PER PLAN 5" �: .� 2x6 STUD WALL PSL 5"4 W/x5'/4 BRCx B 3/ax5'/a 4" ` / . i l 11 Plot: - FLR BM t COLLECTOR - 2x6 STUD WALL PER PLAN HUb6 HNGR EA END � i4IdI,�1 '/4 P R P AN 6x6 POST W/ HSS COL PER PLAN /4 CE) HSS 6x6 COL -d / 1 t F11 :E L PER PLAN L 8x6x/2x0 -6 WI 6x6 POST EPC CAP x6 POST PER PLAN PER PLAN (2) 3/4". x6" EMBED Chck EPDXY ANCHS e II �'- �- � 4 BMU WALL 4 (i) 3/4 . x6" LAG _ 19 COLLECTOR', CONNECiTON 20 COLLECTOR CONNECiTON 21 GL 1/8 TO SMEAR ,JALL 22 COL TO SEAM CONNECTION 23 (N) 3MS TO (E) 1-ISS 'x' COL 24 (N) 5M TO (E) 3MU CONC WALL t� -21-08 STRUREVIEW 4.0 BR-61 SCALE: 34" = 11-0" 4.0 BR-62 SCALE: 34" = 1'-011 eS4.0 BR-63 SCALE: 34" = 1'-011 4.0 BR-64 SCALE: 34" = P..O" 4.0 BR-70 SCALE: 34" = 11-0" 4.0 BR-71 SCALE: 34" = 11-011 Sheet Title MEZZANINE - FRAMING DFt 4I I S tWalifitpr 13,089 !(v, OREGON o lyy MERIO EXPIRES: 12-31-08 i 34.01 Job No: 1016 L =i1 2x6 STUD ►_,i' �i2" PLY OR OSB ,c EZ :E 2x6 BLKG STUTO BM 2x6 BLKG PLY 4 2x Oh m o DECK'G PER PLAN ,i` DECK'G PER PLAN 1 DECK'G PER PLAN Z .m „ �� G�i ADD 1 0d * 4" O!C 1 ' -� t / �� 1� `�a:`:_ �'�a�_ ' , ��a�: _M4 '- / Kt.:iv -. i. ��,„S2x6 5TUD WALL l38/ 3@ 3x6 LEDGER W/ 1/4". A gm a1 O! EN / / x5 LAGS b O/G Z 44 (i) EA STUD ,�d ETD. �/ '° PLY OR OSB SPLICE W/ MSTA36 T4B 2 W -.. r / -- -- ---�_� (2) I @d PER SCHED PER SCI-IED H 3 A/ ;`=11�� c►11 (2) 1@d 0 I" O/C g 31/? O/C DBL 51/a ENTRY 16d 4" O/G 4� 2x6 BLK'G 2x6 BLK'G o 1 @d • 4" O/C %; i@d a 4" O/C ler lit BM. It-- / / SET INTO WALL W/ led • 4" O/C U �� i 1 @d 0 4 O/C LTT2®B 4'-0" O/C �/ i►' ►� � `I I ►.. . ►^� �r BIRDS MOUTH GUT ►'� ►^'� 11 �; LL! 2 . . / 2x6 BLOCKING , ii , F- / g 1' ��ti , ON TRIPLE STUDS 4 o Qi (I / TJI ROOF ' PT. 3x6 W/ 14 4x6 ,,.. . . . - m °�IA/55@i W/ 112"� x3" / 3x4 BLK'G ! N FILL HGHT STUD H2.5a ANCH a BLIC'G JSTS -' �� EMBED EPDXY ANCH (��1 I (I MC - *- t~ LAG 4 tf? WSHR TJi ROOF JST PER BEYOND ��►��!L�� , r �,�'� EA SIDE. m •r n TO 5TUD T48 _ .4 ►_! ►1 ►� 18 ? -8 O/C ►_4 ►_4 ►� V c PLAN W/ IT NNGR TJI ROOF JST PER / ?x6 BLK'G STRAP 3i "i PER CONN ALL TOGETHER CANOPY ROOF +� PLAN W/ IT HNGR ADD LVL 1 4x9 s , \\ „ L:L �- IA/55@i W/ CONK LVL 13/4x12 W/ (3) 2x6 STUD WALL 4'-@" O/C W/ SIDE EB FILLES �� ►�;`�; W/ Ibd +� 4 O/G Q c e i'-4" O/C LB26 HNGRB \ ' c a►PER HOP ROOF 34, x5zPRERILLED 1,0/i, EACSIDE OF TJI J // (E) 1@" TJiS s 2xSTUD WALL x 2 WE= •* BOLTS / \\ \\ / / LAGS •• EA STUD / lE) BMU WALL \\ /.� \ � / i lE) 8 BMU I L\ /WALL \ \1 �/ 1 I/�/ �1 1 1 __ / ;j 4�/ii1/ I / �, 1.' �" ANCHS * 2'-8". LOCATE 0�/ 2x10 BLKG EA SIDE '40 0 // / (E) BMU WALL n Z g� g // OF BRACE W/ LB / / / m 0 ai (E) VERT GROUTED /// /� �/ w .. 3 •o 0 r ;Iris' CELL. DO NOT DRILL /// HNGRS IN l2) SPACES /(, �� FOR ITEM$ NOT NOTED /// •- Z c m a (�/ I /�/ zx4x@ -s W� (2) // o r THRU CE) WALL vERT "5_ /// EA SIDE OF DBL LVL'S 1�/ 54". x6" EMBED REFER TO 4/55.@1 1�1 v o 0 Z • /// H55 2x?x BRACE ! c) n o 1A /4/ AB.S PER 8/53@1 1 � 2 -8 ®/c 5O T'I'P TYP SHOP 4 CANOPY ENTRY DBL ENTRY ENTRY 1 SHOP ROOF TO STUD WALL 2 ROOF TO (E) BMU WALL 3 TYP PARALLEL ROOF & WALL 4 ROOF 6 (E ) BMU PONY WALL EXTENSION 5 ROOF BM TO PONY WALL ' ROOF e (N) STUD WALL EXTENSION 5.0 BR-09 SCALE: 34" • i'-@" 5.0 BR-t0 SCALE: 34" • 1'-0" 5.0 BR-t1 SCALE: 34" • 1'-0" 5.0 BR-12 SCALE: 3/4„ • 1'-0" 5.0 BR-13 SCALE: 3/4" • 1'-0" 5 JO BR-47 SCALE: 3/4" • 1'-0„ i /�/ 611 /// / / 16d t+ 4 O/C (2) 34". BOLTS W/ /// / 4" SPLIT RINGS EA � ' /// SIDE INSTALLED BREAK-OUT FACE Iii,/ CE) R®OF LTT131 PER 2/5@1 ///FRAM G\ "KERF IE 3x31/ W/ „�s \\ DL GL 5�/8 2 AROUND AB:S. / i CE) a ROOF SHTG, I O . / /. CUT BACK AS REQ D �,\ \ '�.,,� PER A/55.@1 MAX RF UT • 1, " TYP /// //O �\ •. , / -5.® X E C 2 ///' / 3x6 LEDGER W/ 34 \ i� // „ x6 EMBED EPDXY 1 \ '', \�� i ,, ice, �/ • CMST14x8 -® W/ :0° / ANCH * 2'-8" O/C * DBL GL 514 \ \ \ Ili.'/ -,,,,._.s. N, GL 63/4 DIAL. \ ∎N r / NAILING A5 SHOWN �� '� A/85.@1 GL 634x6 i\ 6.. �� / lE) vERT GROUTED PER A/S5 @t \\ , ! PER p1AG STRUT \ 3, (2) 1 @d (2) i @d / CELLS. pO NOT DRILL 1 ii GL 6 4 DIAL. - ,�.- �- - L 3x3x11 x@ -3 EA „ 1 //,� fe 30,x3/y EA SIDE W/ 3. \ c,. a 4 • O/C 13 31s O/C // THRU WALL VERTS. oop. „ g „\ * 0 3, f BOLTS AS SHOWN @ 1/ r i� SIDE W/ (2) /4 + //O 31"a T W/ 4 \ /9 EMNED A.B. , //2 4 BOL 5 g, ' BALANCE / / ,/., GL 64 DIAG U 4 SPLIT RINGS EA GL 634x6 STRUT .I ! * 4 -@ O/C ///i \ „ PER A/52®1 5„ v ' ;� SiDE iE S / / ►� ►-. ►4 /S DE NSTALLED 6i '� BEYOND PER 1@/55.@1 __ PER 9/55.@) / / �� - 0 PER AITC SPECS /// 3/16�� 3 I�� CE) BMU WALL / / /d GL 634 DIAG �� 31, ,r ii1 (E) BMU WALL • HSS STRONGBACK 'g,Q2 _ GL 6 4 PT 1107.\ R A/52� /� l (E) 3x6 10 /2\ (E) I®" TJI'S �+ ENTRY ENTRY ENTRY ENTRY ROOF TYP (N) WINDOW 1'-4" O/C II 1 ROOF DIAGONAL TO DBL BM S ROOF DIAGONAL TO DBL BM 9 ROOF DIAGONAL TO POST 10 DIAGONAL STRUT TO POST 11 STRONGBACK TO WALL/ROOF 12 ENTRY ROOF 6 (E) BMU WALL 5.0 BR-28 SCALE: 34" = i'-@" 5.0 BR-29 SCALE: 3/4" = I'_@" 5.0 BR-30 SCALE: 3/4" = I'_@" 5.0 BR-31 SCALE: 34" • I'_®" 5.0 BR-27 SCALE: 3/4" • 1'-0" 5.0 BR-48 SCALE: 34" • 1'-e" 41c,...\ 2x6 STUD PARAPET ■ LTT19 4'-0" 0/C „ W/ 3/4". x4" LAG_ WALL 2 -@ 0/C CUT TO LENGTH (E) 14" TJI ROOF LSTA24 * 4'-0" O/C JSTS * i'-4" 0/C FOR ITEMS NOT NOTED ii, rx REFER TO 11/55.01 (E) GL S3/4 ROOF BM i I I I i ia . (E)GL S34 ROOF BM A35 m 1'-6" 0/C PA i L Jr (E) 2x6 LEDGER 1 iiii /?" PLY 4 2x DECK'G �"-'- � I �_ PER PLAN 16d 4 8°' 0/C (E)2x6 STUD 6611 END WALL - ill I IT l2) 314"� x6" EMBED BASE 3 /zx BOLTS " W/ l4) 34"� BOLTS 2x6 BLOCKING i i L 6 „ i l° VERT GROUT D CELLS. GUSSET tf? 41) pc NOT DRILL THRU 31_0„f 1 (E) WALL VERTS.. LOCATE * t (E) 3/16 P GL 314 ROOF BM 11 - .0 GOUTED CELL , PER PLAN W/ L (E)MULTIPLE 2x6 `\, 114". xl" LAG s -- 3/16 Pr 441111141111110, STUD CORNER POST O �� ` ' 4'-0" O/C • STUD -*V- -M- `i 01 1 �_�__, 3/16 rr --%-- "-r'''�,�'1� 10� - 5„ 1.�Ir 1 3 1 O ' ♦ ` BASE��f£ /?x'1x @'-9" W/ (2) /4". BOLTS W/ 4" i CUT BACK (E) _ /3\ - I 1� (2) 14 � x6 EMBED SPLOT RINGS EA SIDE (E)GL 834x42 I BM TO CONN i£ r`� --�- IOW EPDXY ANCH'S 6" O/G INSTALLED PER AITC 2x8 STUD FILLER ROOF BM - I 21" �' �1 3, �� / / ,�% �► • WALL 11?. SPECS Plow O • MOW WALL * 2'-0" O/C I I - , �, 16d 8" O/G i ► `_ - PER 11/55.01 GL 511 PER PLAN /0 r 1 „ DBL GL 514 ROOF ��` -....4,4 ' a �,'% /2 NON-SHRINK Qr BM PER PLAN 4 i I- 1.1_, --1-L- i i , �� / LEVELING GROUT -=i:y r i ii ii //�/ /i(4"//g / , ._._n _ SIDE ie 5 PE@1 O ' //////// //� , (E) 8" BMU WALL m' I / i ; i • 1 v � g GL 634x6 STRUT VA`s' `\. ... � j /// �� g 3, lN)GL 6 /4x12 W/ II / GL 634 BM L PER I@/55@1 '` „� /// _ j!i =\,., ,-,...„*114./.:PER PLAN HGU86.88/12 HNGR /// ` I % i) 34". x6" EMBED Y ANCH • 9" O/C 0 o CENTERED IN TOP TED BMU COURSE 3 I GL 6 /4 WALL COLPT / \PER 21/53.@1 / / (E) 1-155 31"x3112 COL ..I 1 (E) 8" BMU WALL 1 4 J Date: 08-16-01 3 --�1,1- ENTRY Plot: - 13 GRiD B FILLER WALL FRAMING 14 (N) GL 63/4 TO (E) GL E33/4 a� GRiD 25 15 (N) ENTRY ROOF BM a6 (E) BMU WALL CORNER 16 ROOF BM TO T.O. (E) BMU WALL 11 GRID A ROOF BM TO WALL COL. 5.0 BR-41 SCALE: 34" = 1'-O" 5.0 BR-42 SCALE: 34" • i'-@" 5.0 BR-28 SCALE: 34" , P-O" 5.0 BR-51 SCALE: 34" • l'-@ 5.0 BR-52 SCALE: 3/4„ = P-0" File: - Check: DC3G HD6A T4B W/ 16"$ x2'-8" EMBED ALL-THREAD WI (2) 1 0d • ^ 01-21-08 STRUCTURAL fE WSHR 4 NUT. BREAK OUT 1 @1/2" 0/C (2) 1 @d 4) 134" 0/C /2\ FACE HELL AS REC�'D TO Pr P' < X ?'-6" ) REVIEW 02-12-08 STRUCTURAL REVIEW GROUT 4" MIN ALL-AROUND �% 0(2) led 6 O/C MTT28B W/ 4 BOLT W/ R WSHR%)x3x3 4 NUT 4 (24) ► r %SSNt@ / � �, HNGR EA END ( OOF SHTA. •--,-;.---- : �• /%% �' / (E) 8 BMU WALL L13,4 PER N (E) TJI JST E�: ��.. � jr / / C2) t @d • 14 O/C 1 @/s O/C // X > //,/ / 4 x4/?" $IMN�// / 8' RE8 a 3C'/.i Z$ •/ / x EMBED EPDXY /// BOLT W/ tE WSHR / � /�i _• ANCHS 2'-8" OtC lEl /// x3x3 4 NUT 4 (24) „ 12 TJI ROOF � �1 �. ., _ _ ECG.CMST14x16 @ JST PER PLAN - 11CTV -GL 5114 COLLECTOR 0 0 VERT GROUTED CELLS W/O $ $ SSNI@ NAILS W/ NAILING I'/ , `� 0 // �'" (E) TJI W/ LVL tt0 PER PLAN W/ HW HNGR /// CUTTINCs THRU �5 VERTS �// - AS SHC3IUV 1 // i/4 (E) TJI ROOF f „ //� // CAP t1? 12x6 WI l21 /0 1 13/4x91/2 EACH SIDE �� /�/ /�/>k PT.4x12 LEDGER PER /// 1, /// 314". BOLTS • 3" 0/C GL 5/P4LROOF BM JSTS PER PLAN 4�iINg .�! LEDGER PER LEDGER /// GL 5 4 PER PLAN 0// I, PER >IS,oso g /// / Var. frWl G12x?@:I W/ 34"® x6" I „ I, „ SIMPSON 'L9 @' fE) ROOF BM W/ f2) 4 xb EMBED �/ �/ N (4)14 + x4 T SIMPSON / l. . ' //� /// - 1 EMBED EPDXY ANCH S CONN EACH SIDE PER PLAN EPDXY ANCHS PER 2/55.@1 /// (E) BMU WALL /// 3/16 / L 2'-8" O/C MAX. SD8 5CRE8 +� 3 O/C py�ggoN o , CENTERED ON GL 5 a /// //� U ! / LOCATE lU EA (E) VERT �' t y 1- ///// /L// (E)2x12 ROOF C �' / GROUTED CELL W/ CUTTING LVL 134 PER PLAN / /// JSTS • 1'-@" 0/C L 3x3x46x0'-4" I% THRU 5 VERTS. p,,_ ��' CE) S" BMU WALL / / /// 2x8 BLOCKING * MTT i--"' / BLO i// /// 1455 5x5 STRONG BACK I EXPIRES: 12-31-08 1 // /// 4 CMST 4 2x4 BLOCKING - 44 /�/ 4// • CMST ONLY , PER PLAN W/ BASE ` ' ` 4 1.155 5x5 PER PLAN 1/4 r CONN PER 8/83.01 SKEWED L VL BRACE 18 SHOP ROOF COLLECTOR CONN. 19 LOBBY ROOF COLLECTOR 20 SHOP BLDG OPENING FRAMING II JOISTS TO COLLECTOR SEAM 22 JOIST TO BM CONNECTION 55.01 5.0 BR-66 SCALE: 34" • 1'-@" 5.0 BR-87 SCALE: 314" • I'-O" 5.0 BR-72 SCALE: 3/4" • 1'-0" 5.0 BR-73 SCALE: 34" • 1'-0" • .0 BR-74 SCALE: 34" • 1'-0" Job No: 1016 L I� y The Broadway Rose Theatre T • d , 0 on �THEATRICAL LIGHTING O I`a0 4� :IC °,� � �(/) 0 LI 1.3.4', 1 o01:5 1 (V,_,C I: C � Q'THEATER Lf61-4TtNl (TL)DRAWIN L f ST GENE AL NOTES S°11•113OL LEG END TL 0.1 THEATER LIGHTING GENERAL NOTES AND SYMBOLS < 0 1.-a4a ! TL 1.1 MAIN LEVEL-THEATER GENERAL ILLUMINATION DEFINITION OF TERMS: 43� Control Device ID Tag. Use when cross referencing control devices with the control device ��1 i TL 1.2 MAIN LEVEL-THEATER LIGHTING CONTROL&DISTRIBUTION GC As used herein refers to the General Contractor. SUBMITTAL DATA AND SHOP DRAWINGS: schedule and riser diagram, nn indicates the number of the control device. �.Q Contractor, ( ): ® � N TL 2.1 UPPER LEVEL-THEATER GENERAL ILLUMINATION �3 TL 2.2 UPPER LEVEL-THEATER LIGHTING CONTROL&DISTRIBUTION Owner. As used herein refers to the contracting and operation 1. Division 26 shall provide detailed factory submittals for all dimming and control devices, TL 4.1 THEATER SECTION&LIGHTING DETAILS showing verified dimensions and attachment hardware. Show and call out all major authority for whom the facility is being built,and/or their components of each Control Device.Cross-reference each device with the control TL 7.1 THEATER LIGHTING CONTROL INTERCONNECTION DIAGRAM designated representatives. Distribution Device ID Tag. Use when cross referencing with distribution device schedule and _ device ID number from the TL series drawings.These shall also include a lighting n details. nn indicates the number of the distribution device. TL 7.2 THEATER LIGHTING CONTROL EQUIPMENT DETAILS control interconnect diagram showing all major and minor components,with data cable �'- ,„ti E Division 11 (SEC): As used herein refers to the subcontractor to the General types and quantities clearly called out. Cross-reference each device with the control 8 TL 8.1 THEATER LIGHTING EQUIPMENT SCHEDULES Contractor who is responsible for the provision of stage rigging ;. s TL 8.2 THEATER LIGHTING EQUIPMENT SCHEDULES and drapery systems as defined under Division 11 of the device ID number.Arranged diagram to conform with the conduit routing and rough-in - '. Contract Documents for the General Contract. intended by the installing contractor. Any and all items identified in the bid documents system ` e;,; Control Device. Cross reference with control device schedule and controls stem r:.. as"future"shall be shown on the interconnect diagram and marked accordingly. An 9 Any interconnection diagram for additional information. Division 26(EC): As used herein refers to the subcontractor to the General wiring for"future"equipment shall be shown on the interconnect diagram and dearly Contractor who is responsible for the provision of electrical identified and marked as"future". systems as defined under Division 26 of the Contract DMX Receptacle. NN specifies either in,out,or combo. Cross reference with control device Documents for the General Contract. BASE BID,ALTERNATES AND UNIT PRICING: N schedule and control system interconnection diagram for additional information. Work under this section is affected by Bid Alternates.REVIEW ALL DOCUMENTS CAREFULLY. Refer to DIVISION 01 and ALTERNATES for direction. GSP,GP,STAGE PIN: Grounded stage pin plug or receptacle. 20 amps. j PBG, (Nema 5-20 or 5-15) Parallel blade+ground'style'plug or receptacle.(sometimes Remote Focus Receptacle(RFU). NN specifies either in or out. Cross reference with control referred to as edison. Male plugs are 15 amps rated unless device schedule and control system interconnection diagram for additional information. otherwise specified. Female receptacles are 20 amp rated N 0 unless otherwise specified. CONTROL WIRING: 0 FOH Front of house,meaning the audience section of the System Configuration Receptacle. Cross reference with control device schedule and control 9 1. All lighting control wiring shall be run in rigid metal conduit unless otherwise auditorium fadlity. specified. S system interconnection diagram for additional information. Used with a PC&Software or hand held terminal to configure and control the operating parameters of the GCS. Platform or Stage Left The direction to the left of a person standing on platform, 2. Any specified analog control equipment shall conform to ANSI standard E1.3-2001,0 looking toward the house. to 10v analog control specification. 0 O Network Receptacle. Cross reference with control device schedule and control system I Platform or Stage Right The direction to the right of a person standing on platform, 3. Any specified DMX control wiring shall be run utilizing cat 5 wiring and terminations NJ interconnection diagram for additional information.Usually an RJ-45 Ethernet receptacle or Z looking toward the house. shall conform to USITT DMX512a-1990 node. ■■ ■ W House Left The direction to the Left of a person facing the stage or 4. All lighting network(ethernet)wiring shall utilized cat 5 cable and conform to IEEE CC platform. 802 standard for 100baseT or better network operation.(Note:This project does Wall Box. Custom Flush mounted distribution device with hinging lid located in wall. Cross include the use of switches, hubs and POE(power over ethernet)injectors.Special W B reference with distribution device schedule and details for additional information. O cc House Right The direction to the Right of a person facing the stage or attention is called to the 100 meter run limit for this type of cabling. 111 . platform. CC oar. La DRAWING INTENT: Cli Imo cc CONDUIT PATHS: Floor Pocket. Custom Flush Floor Distribution Device with Hinged Lid. Cross reference with 'Q THE TL'SERIES DRAWINGS ARE AN INTEGRAL PART OF AN OVERALL FACILITY 11,/, distribution device schedule and details for additional information. 0 W 0 DESIGN AND ARE NOT TO BE CONSIDERED AS ELECTRICAL ENGINEERING 1. All conduit must maintain a minimum 2"clearance between the conduit and any pipe or Hinge on this side of box. DOCUMENTS,BUT ARE INTENDED TO CONVEY ELEMENTS OF THE FACILITY handrail intended for attachment of lighting fixtures(whether catwalk or pipe grid). No Cr I LIGHTING DESIGN AND SPECIALTY TECHNICAL LIGHTING CONTROL. REFER TO THE conduit may be run adjacent to these pipes. If at all possible,all conduit must be run at CO 1 CONTRACT DOCUMENTS PREPARED BY THE REGISTERED ELECTRICAL ENGINEER the ceiling and drop down where necessary.Special attention must be given to this FOR ELECTRICAL CONSTRUCTION ENGINEERING ISSUES. routing to insure conduits do not impose restrictions to Stage Lighting Fixture placement. Refer to drawings prepared by the registered project electrical engineer for conduit size, MOTION SENSORS(CEILING MOUNT) Used for Occupancy Sensing for control of wire type and fill requirements. non-emergency egress lighting. TRADE COORDINATION: 2. All conduits located below the cawalk decks or in public areas shall be concealed. Refer imam ri: THE NATURE AND USE OF ASSEMBLY SPACES SUCH AS A THEATER/AUDITORIUM to Electrical and Architectual Drawings for additional requirements. REQUIRE SPECIAL COORDINATION BETWEEN TRADES TO INSURE THE CO NON-CONFLICTING PROPER INSTALLATION OF EQUIPMENT. ALL CONTRACTORS ELECTRICAL SERVICE AND LOAD WIRING: MOTION SENSORS(WALL MOUNT) Used for Occupancy Sensing for control of non-emergency AND TRADES ARE REQUIRED TO THOROUGHLY REVIEW ALL TL,TP,TR,and TS egress lighting. SERIES DRAWINGS AND RELATED CONTRACT DOCUMENTS. 1. All lighting circuits must not have greater than a 3 volt drop between dimmer(or relay) , and end of run. LIJ 2. Input voltage(between each phase and neutral)to dimmer rack or relays shall be Plug Box. Custom Flush,Surface,or Pipe Mounted Distribution Device. Cross reference with obtain increased input ut v oltage. EMERGENCY LIGHTING between and 1 . Set taps on transformers feeding dimmers and/or relays to distribution device schedule and details for additional information.PB voltage. CODE REQUIRED EMERGENCY EGRESS AND LIFE SAFETY LIGHTING IS AND MUST 3. All dimming circuits must have a separate neutral for each drcuit. REMAIN THE RESPONSIBILITY OF THE PROJECT ELECTRICAL ENGINEER. ANY AND ALL LIGHTING GROUPS IDENTIFIED ON THE TL SERIES DRAWINGS WITH AN(E)ARE RECOMMENDATIONS ONLY AND MUST BE CONFIRMED BY ENGINEER.WHERE Grid Iron Junction Box, NEMA enclosure with terminal strips. Used to terminate conduit and APPROPRIATE THE TL SERIES DRAWINGS INCLUDE PROVISIONS FOR AN"ELTS" GIJE31 conduit circuits from various locations to SO cable which makes a drop down to an electric. (UL1008 Emergency Light Transfer Switch)FOR TRANSFERRING SELECTED LIGHTING GIJB's are usually located at grid level. GROUPS FROM DIMMER/RELAY CONTROL TO AN EMERGENCY POWER SOURCE. THIS MUST ALSO BE CONFIRMED BY THE REGISTERED ELECTRICAL DESIGN ENGINEERING PROJECT MEMBER Stage Managers Panels(SMP). Contains several control devices suitable for a stage GENERAL REQUIREMENTS AND DIVISION OF RESPONSIBILITY: SMP manager. 1. Division 26 shall furnish and install a complete Stage and House Lighting control and dimming system as described and detailed on the TL series drawings. Home Run Designation Indicates panel and circuit. The first two letters,'DR'indicate the panel,and'XX'indicates the dreuit(s.) 2. Division 26 shall furnish and install a complete package of Stage Lighting Distribution DR-XX 0 66 Devices as described and detailed on the TL series drawing. Z in 3. Division 26 shall furnish and install all Stage Lighting Instruments,lamps and related Power Receptacle. (1)or(2)NEMA 5-20RD. 120 volt, 15 amp,duplex receptade. Fed from IMMO N.or accessories as listed on the TL series drawings,utilizing the service of a Technical standard electrical panel. I W Systems Vendor. Refer to Section 260963. 4. Division 26 shall provide factory authorizedtechnical assistance for systems 0 0 aej commissioning and user training services as defined herein. Light Fixtures The letters adjacent to each circle indicate the'type'of the fixture. The type is z 0 5. Division 26 shall famish and install all House lighting fixtures and lamps shown in the TL O used to reference each fixture with the appropriate fixture in the Lighting Fixture Schedule. m )()( series drawings. SPECIAL ATTENTION IS CALLED TO LAMP VOLTAGE RATING AND CC H 2 COLOR TEMPERATURES. No substitutions allowed. 2Hxx The first symbol shown is used to reference a ceiling mounted fixture,the second a wall mounted fixture,the third a long linear distribution source,and fourth a short linear distribution 6. The Division 26 contractor shall furnish and install all wireway,conduit,disconnect and - source. The latter two are usually ceiling mounted,but other mounted methods may be used. over current devices. Refer to House Lighting Fixture Schedule. wham. CA � 7. The Division 26 contractor shall furnish and install all low and line voltage wiring and Hxx W z cable. = W 8. The Division 26 contractor shall receive,safely store, uncrate,assemble and set in place • a Hxx I 0 all dimming and control hardware. 9. The Division 26 contractor shall furnish and install conventional"standard"electrical backboxes for lighting,lighting control and distribution devices,except where specified in the Control and Distribution schedules on the TL series drawings as supplied integral to the device. JOB NUMBER: 200713 FILENAME: 200713-TL01.dwg DRAWN: KPL/MRJ DATE: SET: 6/23/07 99 /o ° DESIGN COMPLETE PLOT: 7/25/2007 SHEET: FOR REFERENCE ONLY T LO.1 NOT FOR CONSTRUCTION NOTES THIS SSEET 1.THE TL'SERIES DRAWINGS ARE AN INTEGRAL PART OF AN OVERALL FACILITY �1°'`��N /�'`` `��, / "' f,�"`' \ DESIGN AND ARE NOT TO BE CONSIDERED AS ELECTRICAL ENGINEERING DOCUMENTS { ,4e £�j FOR BUILDING NOR ELECTRICAL PERMITS,BUT ARE INTENDED TO CONVEY ELEMENTS R� «/ ham ,/ OF THE STAGE LIGHTING DESIGN AND STAGE LIGHTING CONTROL. REFER TO THE " "STAMPED"CONTRACT DOCUMENTS PREPARED BY THE REGISTERED ELECTRICAL "-'; 2.�1 ENGINEER FOR ELECTRICAL CONSTRUCTION AND PERMIT ISSUES. �.li D �.M "° 2.THE TL SERIES DRAWINGS AS PREPARED BY PLADESIGNS,INC.DO NOT INCLUDE s q EMERGENCY,EXIT OR EGRESS LIGHTING PROVISIONS BY INTENT. THESE SYSTEMS SHALL BE DESIGNED AND DOCUMENTED BY THE REGISTERED ELECTRICAL ENGINEER. i NO PROVISIONS ARE INCLUDED ON THE PLA DESIGNS, INC DRAWINGS FOR t ; GENERATION,DISTRIBUTION OR SWITCHING OF EMERGENCY POWER FOR LIGHTING. i 3.CONNECTING LINES BETWEEN LIGHTING FIXTURES AND/OR DISTRIBUTION DEVICES } w ' ARE SHOWN FOR PURPOSES OF ASSIGNING LIGHTS OR DEVICES TO SPECIFIC DIMMERS Co) 1 ---i �:;M " ��\,' I AND NON-DIMS.THEY ARE NOT TO BE CONSTRUED AS CIRCUITING NOR CONDUIT. �..y t "MG M„ . `c • 1;, REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC INFORMATION ON CONDUIT AND WIRE z <-- i, \ 3 �" ,,. .3a�t SIZE,WIRE TYPE,AND ROUTING. 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REFER TO THE t "."n_m,�- C:3/ "STAMPED"CONTRACT DOCUMENTS PREPARED BY THE REGISTERED ELECTRICAL �i, ",,,, — __ LI ENGINEER FOR ELECTRICAL CONSTRUCTION AND PERMIT ISSUES. _ °" µ 2.THE TL SERIES DRAWINGS AS PREPARED BY PLADESIGNS, INC.DO NOT INCLUDE " „„.y>� ~"'� `, ��, « •-" t I EMERGENCY,EXIT OR EGRESS LIGHTING PROVISIONS BY INTENT. THESE SYSTEMS - 4� -"___' _ y,.», \ ATTENTION: => g � .M, - a w. � , # SHALL BE DESIGNED AND DOCUMENTED BY THE REGISTERED ELECTRICAL ENGINEER.. 1 ,,, ,�° kz°'•' � NO PROVISIONS ARE INCLUDED ON THE PLA DESIGNS, INC DRAWINGS FOR w °_" w" '� ,^,,,,,....w,°—'m' ,,.....wt,9`°' 'rc- M .. • °'�' 1�y I t ,..w " GENERATION, DISTRIBUTION OR SWITCHING OF EMERGENCY POWER FOR LIGHTING. � , ~ ". _ "~ " "^^" " � " ' 3.CONNECTING LINES BETWEEN LIGHTING FIXTURES AND/OR DISTRIBUTION DEVICES .q }� p �.... ,.." DIMMERS tlr^. S ARE SHOWN FOR PURPOSES OF ASSIGNING LIGHTS OR DEVICES TO SPECIFIC DIMM a ,w.1" .. „4: a s \.. � ; . AND NON-DIMS.THEY ARE NOT TO BE CONSTRUED AS CIRCUITING NOR CONDUIT. «— "�id..� "� 4 REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC INFORMATION ON CONDUIT AND WIRE C i � �" - , w,. ''u,.;)-----',, e a °i SIZE,WIRE TYPE,AND ROUTING.• ° 5 w„ :m sg x k� ". 'h ‘. } /3 4.ALL LIGHTING CONTROL DEVICES ARE IDENTIFIED WITH A HEX SYMBOL AND A N < :.�.-°qtr, 2 ...3. {i W O .;,rw" .,.,...^ •4 } �e a,..k �w'"°"-� v. ',,,,t;;;.;s,...:,-.. 5 5 `t ,.....r y y €,.., ';, "'', 'k 1.' ^ ,,, i§ � s UNIQUE NUMBER. REFER TO TL8.1 FOR LIGHTING CONTROL DEVICE SCHEDULE.REFER 00 i , "°"" ' 1, "'fit „. Y'.._a�} tt \a,3 t, "--- __` TO TL7.2 FOR PHYSICAL DETAILS. REFER TO TL7.1 FOR LIGHTING CONTROL ( f) �'Ci w g i _, s 3 _ ,: ,..n. .' i 4 J _ \ ,k ,}4t .\ ,�, „ '" --4----'"'" s INTERCONNECTION DIAGRAM. 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M .w u..... �.„..�w _i w a _ m " L s ¢ m m ,H M �..,. �, a � E..v ah,= v . . i r- a,�4 w ®..� �,�. _ w. � m a �. �� o�a �w .._,> �.. �� a��. _W.� w7:IL., CO C// ._ m.,. _ �. _ Z J FM. 44 Q I 111111. 0 W R Z 0 'Theater - section O SCALE 1/4” = 1-0" ac r.... 0 WV _, IWR W R C.,I J r JOB NUMBER: 200713 FILENAME: 200713-TL41.dwg DRAWN: KPL/MRJ DATE: SET: 6/23/07 • COMPLETR PLOT: 7/2512007 DESIGN 99 /o SHEET: FORREFERENCE ONLY T L4.1 . SOT FOR CONSTRUCTION . , I i • DMX CABLE CONNECTS 25' DMX CABLE 18 ELEC 3 r } TO NEAREST DMX Q RECEPTACLE `•/ RECEPTACLE OR DAISY 1 CHAINS FROM NEAREST 1 gang DIMMER BAR I N C,) Oel thru 40 n (`)1 "DIMMER BAR"6 x 1.2kW 0 C co tto E 100 USL WALL USR WALL \I d O L g DMX OUTPUT DMX OUTPUT • !Q o RECEPTACLE RECEPTACLE n ,to 12/5 STO OR SJO 1 gang 1 gang V,� ) STAGE CABLE e ® DMX OUTPUT (1) MINIMUM LONG O O RECEPTACLE Q ® RECEPTACLE ~ �' p °p� MOUNTED ON 1 gang CC 4 1 L21-20P LIGHTING PIPE 0 CONNECTOR (FED FROM CB1) i < 0 TYPICAL PORTABLE DIMMER BAR = 0..1 c lo Clo SL WALL SR WALL B N C3 W 1 DMX OUTPUT DMX OUTPUT 0 0 0 O RECEPTACLE RECEPTACLE ;t 1 gang 1 gang Cr f�, „. „ 0 • ELEC 1 �w�� ',• CONTROL BOOTH ® ® 16 DMX OUTPUT ` ' HOUSE LEFT W '' '' ` REAR ENTRY SMART JACK B RECEPTACLE STATION STATION 1 gang - 1 gang 1 gang Q VGA VGA H PANEL PANEL ,O W ■ CO PLUG INTO Il_i_ . MOUSE"To•mr GHT , DEVICE#7 Patre �ECOHSaErrE DSL PROSC DSR PROSC Z cr CONTROL BOOTH O DMX OUTPUT DMX OUTPUT X RECEPTACLE 11 D RECEPTACLE RECEPTACLE Q MASTER STAGE LTG CONSOLE DEVICE# 11 O 1 gang 1 gang CONTROL BOOTH • FOH1 IX CONTROL BOOTH �' ® DMX OUTPUT < W Q DMX INPUT RECEPTACLE ' RECEPTACLE N 1 gang 1 gang 4h 0 0 p Z CE ce 120V H W i 120V •_ - 00 r > cc 120V 10 -120V O w O , CONTROL BOOTH '"N I PORTABLE UPS 000 < < 'Q POWER SUPPLY 0 O ill c. I FEED DMX OUTPUT M M� I ~ (;) 120VAC, 20A, DEDICATED CI W CIRCUIT FOR UPS RECEPTACLE ' POWER FROM PANEL 1 gang Ill 0 1 CB1:56 I Z... i 00 1.,_ ..1.,...,co , x HL BOOM HR BOOM DMX OUTPUT DMX OUTPUT W RECEPTACLE RECEPTACLE I 1 gang 1 gang I e 0 Op It , • Q X O Q CC 0 0 © 0 011 0 0 0 C.11 -.J0 z0 �aC _______. . F.: pc 0 HOUSE RIGHT HOUSE RIGHT STAGE MASTER BACKSTAGE (18)20 Amp Dimmer Quartz Circuits Lighting (2) 120/208V, 20A, 3 PH, REAR ENTRY ENTRY STATION LCD STATION ENTRY STATION and DIMMER BAR 3 5 WIRE CIRCUITS TO ei R Z STATION 1 an custom box 1 gang (1) Fluorescent Dimmed 0 1 gang (14) 120/208V, 20A, 3 OUTLETS 0 Circuits to Lighting (16) Relay Outputs to PH, 5 WIRE CIRCUITS AND (24) 120V, 20 A 2 ...10 Loads Non-Dims, HL , Works, TO DIMMER BAR 3 cP WIRE CIRCUITS / and Safeties 2 41 OUTLETS TO MISC LTG LOADS W I 1i I NEW LTG 111111 1111111 III III 1- ZZ NEW DIMMER CONTROL Q Z PANEL AUXILIARY 48 (16) 120VAC, 49 W = O "DR1" 47 1,2 RACK NEW RELAY 9wire nd NEW PANEL NEW PANEL T "�1 17,64 PANEL BOARD BOARD '� —V cc 3 �.� contains: RP1 CB1a CB b J CONTROL WIRE TYPE KEY NOTES TWIS SWEET 19,20 0 43 eeee®®i a W 3,4 a,,o 44 ®e s a e g�� capacity capacity capacity R A BELDEN#1583A CAT5 CABLE (NETWORK) 1.ALL CONTROL WIRING SHALL BE INSTALLED IN METALLIC CONDUIT. 1516 (16)20/1 Relays(120V) (14)20/3 Breakers (2) 20/3 Breakers Z 21,22 (0)20/1 Breakers (24)20/1 Breakers B BELDEN#1583A CAT5 CABLE (DMX) 2.VERIFY ALL WIRE/CABLE TYPES, QUANTITIES AND INTERCONNECTION REQUIRMENTS FROM MFGR SUBMITTALS 5,6 (12)20/1 Spaces PRIOR TO CABLE ROUGH IN. CABLE TYPES LISTED ARE FOR PRODUCTS AS MANFACTURERED BY ELECTRONIC 11'12 i 0 0 C BELDEN#8471 +2#16 AWG THEATER CONTROLS (ETC). CABLE TYPES"C"&"D" BECOME BELDEN#9773 FOR PRODUCT BY STRAND LIGHTING. ,7,18 CONTRACTOR IS RESPONSIBLE FOR SUPPLY AND INSTALLATION OF PROPER HARDWIRED CABLE AND CABLE 2.3'24 JOB NUMBER: D BELDEN#8471 +2#16 AWG + 1 #14 AWG J I 1 " '"- :::�:o FEED 200713 TYPES„ AS WELL AS CONDUIT AND JUNCTION BOXES. 120i208VAC, 30, if 3. PORTABLE CONTROL DATA CABLES FOR PORTABLE EQUIPMENT SHALL BE 25' LONG UNLESS SPECIFICALLY _ 4 WIRE+GROUND NOTED OTHERWISE,AND SHALL BE OWNER FURNISHED. 46 d ® 11, SEE ELECTRICAL FILENAME: FEED DRAWINGS 2 120/208VAC, 30, 00713-TL71.dwg 4. CONTRACTOR SHALL PROVIDE FACTORY COMMISSIONING OF LIGHTING CONTROL SYSTEM. 4 WIRE+ GROUND SEE ELECTRICAL DRAWINGS FEED DRAWN: 120VAC, 20 DEDICATED CIRCUIT FOR UPS KPL/MRJ I POWER FROM PANEL CB1:55 DATE: SET: 6/23/07 DESIGN C O M P L RT E PLOT: 7/ 0099% SHEET: FOR REFERENCE ONLY TL7.1 NOTFORCONSTRUCTION FLANGE IN 3-1/2" DEEP NOTES T1-41S SHEET MASONRY BOX FRONT VIEW SIDE VIEW I.REFER TO SHEET TL0.1 FOR GENERAL NOTES,DEFINITIONS AND SYMBOLS GOVERNING THE TL DRAWINGS. 2.ALL LIGHTING CONTROL DEVICES ARE IDENTIFIED WITH A HEX() 2-1/2" SYMBOL AND A UNIQUE NUMBER. REFER TO TL8.1 FOR LIGHTING • ,� CONTROL DEVICE SCHEDULE.REFER TO TL8.2 FOR A PROGRAMMING r '� SCHEDULE FOR THE FUNCTIONAL OPERATION OF CONTROL STATIONS v "** •�� REFER TO I I I4 � ' AS WELL AS CUSTOM LABELING REQUIREMENTS. PART OF AN OVERALL ® P'RO�SRAMMING - �'�'-t '� � �-7 3.THE TL SERIES DRAWINGS ARE AN INTEGRAL PAR O O SCHEDULE ON TL8.1 I J SMART JACK -1- '"� v FACILITY DESIGN AND ARE NOT TO BE CONSIDERED AS ELECTRICAL ~y FOR ACTUAL 4 Ih �l�� ENGINEERING DOCUMENTS,BUT ARE INTENDED TO CONVEY ELEMENTS ^ ..y N ` ` LABELINCs ll I CI) 4-i/2" 3-3/4" OF THE AUDITORIUM LIGHTING DESIGN AND AUDITORIUM LIGHTING o ® REQUIREMENTS { ! 411+1_ ': CONTROL. REFER TO THE CONTRACT DOCUMENTS PREPARED BY THE tn n ga '' IN ^ REGISTERED ELECTRICAL ENGINEER FOR ELECTRICAL CONSTRUCTION v I V to m 4 i, U U ENGINEERING ISSUES. if�=/_) 4.ALL CONTRACTOR FURNISHED"STANDARD"BACKBOXES SHALL BE M 0 F I ONE PIECE, MASONRY STYLE,WITH DEVICE EARS INWARD,MINIMUM OO L? p F USH IN WALL f'' 3-1/2"DEEP. •�"i C o FRONT VIEW FLUSH IN WALL X b4 THIS STATION REQUIRES A RACO +4690 THIS STATION REQUIRES A RACO X4690 5.ALL LIGH ING DISTRIBUTION DEVICES ARE IDENTIFIED WITH A °c-4 (I GANG) BACKBOX OR EQUIVALENT (1 GANG) BACKBOX OR EQUIVALENT DIAMOND SYMBOL AND A UNIQUE NUMBER. REFER TO TL8.2 FOR 0 SIDE VIEW DISTRIBUTI N DEVICE SCHEDULE. lar) CI $ CI'l W 2 Bidton Architectural Station Standard Architetwal Station Side View SMART JACK s SCALE S' .1-C' O (TYP FOR ALL STATIONS REFERENCED g' s 1'.Qr' © 8cA("E 8" : 1-O" O �j IN DETAILS 1 &2 THIS SHEET) . O O © © © Ica, ; Wc- 2 c ^ Z �� W 0.4 < �C a I I' 2-3/4"--I ..1:1 -: ® FRONT VIEW SIDE VIEW n :-/ g PLAN VIEW f DMX IN e� ("KICKSTAND" COVER -- 2-3/4" 2-3/4" „ ■—■ 15 CONTROL CABLE PANEL RETRACTED) SIDE VIEW I �� —� I a'1/2 ( 2 U-BOLT ASSEMBLY ("KICKSTAND" COVER ® O O PANEL OPENED) DMX OUT DMX OUT PRESETS NON-DIMS WORKLIGHT MENU(� �f PRESET1 PRESET4 PRESET7 4-1/2 0°" 4-1/2" _�I 'p PRESET 2 PRESET 5 PRESET 8 C V 6 4111111°,0y0 z THIS STATION REQUIRES A RACO 090 I�- ---� PRESET3 PRESETS OFF O 4-3/S" Q(1 GANG) BACKBOX OR EQUIVALENT �—(�J 1 33 4' DMX INPUT STATION ® ® T SCALE 8" = 1-0�' 16 L -) / \ \ 6111 4iD THIS STATION REQUIRES A RACO *690 O 0 (1 GANG) BACKBOX OR EQUIVALENT L 8-1/2" 1 1 5-3/S" a Z DMX OUTPUT STATION - FLUSH MOUNT 6 DMX OUTPUT STATION - PIPE MOUNTED © W th rU SCALE 8" = T O" w th ru SCALE e* = 1-0* Portable LCD T Controller >' CC 0 <C tic II 0 SCALE � = 1-or T 0 D CC ro� Q O W 0 tE _ 17: CO I- FRONT VIEW SIDE VIEW I —1 ILI 0 PRESETS NON-DIMS WORKLIGHT_," I 87.82" { --13.10"1- PRESET 1 PRESET 4 PRESET 7{ i I v CUSTOM BACKBOX Ewa Ems �' I" - - "� 2.36 I ( PRESET 2 PRESET 5 PRESET 8 � ( FOR FLUSH WALL I 1 °p° I1'I1I111IIIII1I11i111 11111■2 °"°° ■111111111I1I111I. JI111111'1■3 °"°° I m0® ® 4 °'°° I �. 1 2 . 11115 °'°° ■1II1III1III IIII�?I11111I'1 EMI a Ii, MouNTiUS FURNISHED CO —I I PRESET 3 PRESETS OFF O 1 BY MANUFACTURER x CUSTOM i L_ T I ENCLOSURE W rxx xx xx xx -I i Dimmer Stick LCD Touchscreen - Flush Mount (Stage Manager) I o 0 o ® I SCALE 1-l/T = 1-0" O SCALE W = 1-0" 0 0 0 1 €0 thru i T 74,v 0 I 0 I 20 AMP GP \-20 AMP PBG 1 FEMALE FEMALE RECEPTACLE RECEPTACLE (tYP•) (VP.) M Ce FRONT VIEW FRONT VIEW trt J 0 5 I 24" AUXILIARY EQUIP. RACK (LOCKABLE DOOR ASSEMBLY REMOVED) X Detail - Flush 0 © LOCKABLE DOOR thru 0 SCALE W = /-011 Z IOC Ci 0000000000000000000000000000000000000000 DIMMER MODULE MEMO .— I \I:=NM • x Z T (TYPICAL) »......o..,,....... O T 18 •_ "� V ' (MAXIMUM SWING) 7. •_ - 3._.= Nis Ili 'Jim "I I ) 17,1,, E2 1 �-- 3 DMX MERGE 2:1 i SURFACE 3 �_ -� L ,1 ©© © i;' ® • o UQ 0 0 0 o • WALL 3.-__ "1 W tJ.� �— �..1;711 c• - —� O C' ,. .= r ,,;, oaoaaoa® " • 0 � _ Z 9 S ®(3) DMX °PTO-SPL!TIERS �- �V �� = n 711414 1:21INSSNag D r---) N \-----t . . z T O .= V" C _ �,3'-_ -T-": ".."1"1""""1" I 49" / I •\\ ill i _ t� !I — 1 II /-n \ 3 °(MAXIMUM SWING) Z \ r < )1 TOP VIEW BOTTOM VIEW \ L 1JA �"_, JOB NUMBER: T : � : 0-0 - 200713 i A '( . }� FILENAME: 1 mi '� \` /// 200713-TL72.dw �: -+.--©5 1.5kVA UPS 9 0000000000000000000000000000000000000000 ,0-0-0- DRAWN: .-----______- \\**\ / a_________.___L________;1 TOP VIEW KPL/MRJ FACE VIEW DATE: Aux Eq��ipment Rack 0 Aux Equipment Rack - Top View Dimmer Rack 'M SCALE 1-vr = 1-0" SCALE i-V2" et /4" SCALE 1-vr = 1-o- SET: 6/23/07 S thru , . 99% DESIGN COMPLETE PLOT: 7/25/2007 SHEET: FOR REFERENCE ONLY TL7.2 NOTFORCONSTRUCTION LIGHTING CONTROL DEVICE SCHEDULE DIMMER CABINET SCHEDULE,Cabinet 1-'DR1' DMX RELAY CABINET SCHEDULE,PANEL'RP1' PROJECT: Broadway Rose Theater BB=Backbox,who supplies backbox: PROJECT: Broadway Rose Theater PROJECT: Broadway Rose Theater Tigard,OR "M"for Manufacturer Special Box Tigard,OR Tigard,OR DATE: July 25,2007 "E"for Division 16 Standard Box DATE: July 25,2007 DATE: July 25,2007 Control MFG'S MODEL I PLAN REG'D PHYSICAL Module Dimmer Dimmer Dimmer DMX 1A DMX 113 Distribution LOAD Load Load Load PHYSICAL DMX RELAY LOCATION OR Device ID SERIES FUNCTION LOCATION/MOUNTING SHT/DETAIL BACKBOX BB SHT/DETAIL REMARKS Number Circuit Rating Type ADDRESS ADDRESS Device It's Remarks FACTOR Phase A Phase B Phase C POSITION ADDRESS TYPE DESCRIPTION LABEL DEVICE ID LOAD House Theater,Main Level fluor preset 1,quart preset 1 1 2.4KW INC/DIM 97 - 1 Stage Plug Box LD 1150 1 ETC U10002 Entry HR rear Vestibule Entrance TL1.2/1 1 GANG E TL7.2/1 1 109 120V,20A,1 Pole Stage Plug Box ND 1 ND1 P81 500 1 2 2.4KW INC/DIM 98 1 Stage Plug Box LD 1150 2 110 120V,20A,1 Pole Stage PlugBox ND 2 ND2 PB 2 500 _ Station Flush Mount in Wall 0+42"AFF 3 2.4KW INC/DIM 99 - 2 Stage Plug Box LD 1150 3 111 120V,20A,1 Pole Stage PlugBox ND 3 ND3 PB 3 500 House Theater,Main Level 2 4 2AKW INC/DIM 100 - 2 Stage Plug Box LD 1150 2 ETC 010002 Entry HL rear Vestibule Entrance TL1.211 1 GANG E TL7.2/2 - 4 112 120V,20A,1 Pole Stage PlugBox ND 4 ND4 PB 4 500 Station HL rear Mount Vestibule Wall @+42"AFF 5 2.4KW INC/DIM 101 - 3 Stage Plug Box LD 1150 5 113 120V,20A,1 Pole Stage PlugBox ND 5 ND5 PB 5 500 • House Theater,Main Level 3 6 2.4KW INC/DIM 102 3 Stage Plug Box LD 1150 6 114 120V,20A,1 Pole Stage PlugBox ND 6 ND6 PB 6 500 r 3 ETC U10002 Entry HR Front Vestibule Entrance TL1.2/1 1 GANG E TL7.2/2 7 2.4KW INC/DIM 103 4 Stage Plug Box LD 1150 7 115 120V,20A,1 Pole FOH PIPE-2;ND7 OUTLETS ND7 DUPLEX 1000 4 8 2.4KW INC/DIM 104 - 4 Stage Plug Box LD 1150 8 116 120V,20A,1 Pole FOH PIPE-1;ND8 OUTLETS ND8 DUPLEX 1000 Station Flush Mount in Wall +42"AFF 9 2.4KW INC/DIM 105 - 5 Stage Plug Box LD 1150 Stage Master Theater,Main Level 9 117 120V,20A,1 Pole EL PIPE-1;ND9 OUTLETS ND9 DUPLEX 1000 4 ETC ULCD Lighting Stage Left Wall,Qownstage TL1.211 n/a Na TL7.2/10 5 10 2.4KW INC/DIM 106 5 Stage Plug Box LD 1150 10 118 120V,20A,1 Pole EL PIPE-2;ND10 OUTLETS ND10 DUPLEX 1000 pry �••�4 Station Flush Mount in Wall (i!+48"AFF 11 2.4KW INC/DIM 107 - 6 Stage Plug Box LD 1150 11 119 120V,20A,1 Pole EL PIPE-3;ND11 OUTLETS ND11 DUPLEX 1000 Cl Stage Theater,Main Level Stage Works-Btn1 pile on 6 12 2.4KW INC/DIM 108 - 6 Stage Plug Box LD 1150 12 120 120V 20A 1 Pole Stage'HF Blues STGBL N/A 105 CO c 4KW AIRFLOW - 125 Na Wired Space 200 5 ETC U10002 Entry Backstage Left Entrance TL1.2/1 1 GANG E TL7.2/2 House Fluor,Btn 2 pile on 13 2. 13 121 120V,20A,1 Pole House HFW&SeatLights AISLES N/A 200 r n e 7 14 2.4KW 126 n/a Wired Space 200 �/ J CZ 1 Station Flush Mount In Wall @+42"AFF Matching Cancel Buttons on Devices#4&#8 - 14 122 120V,20A,1 Pole House Fluorescent EVENT-F N/A 1880 �^ 15 2.4KW AIRFLOW - 127 n/a Wired Space 1900 15 123 120V,20A,1 Pole House Fluorescent EVENT-R N/A 800 ( ll Id' a 6 (not used) --- --- --- 8 16 2.4KW - - 128 n/a Wired Space 16 124 120V,20A,1 Pole Stage Fluor Worklights StageWL N/A 1400 to $ 17 2.4KW INC/DIM - 129 n/a House Mezz Sconces LCL 180 filename:rp1 x2a O O Smart Theater,Mezz Level 9 18 2.4KW INC/DIM - 130 n/a House Thrust Downlights LCL 400 c 7 ETC UI RS Jack Control Booth TL2.2/1 1 GANG E TL7.2/4 19 2.4KW � INC/DIM - 131 n/a House Rear Downiights LCL 1500 • 4 iiiiio "--"C ° Flush Mount in Wall @+14"AFF 10 20 2.4KW INC/DIM - 132 n/a House Front Downlights LCL 1600 . 600 r X Master Theater,Mezz Level 21 2.4KW FLUOR-D - 133 n/a House Fluor Wall Wash LCL 900 8 ETC ULCD-P Lighting Control Booth TL1.2/1 N/A N/A TL7.2/8 Plugs into Device#7 11 - 2.4KW FLUOR-C - 134 n/a e 3 wire Fluorescent Dimming LCL 0 00 7:1 - _ Control Portable Device 23 2.4KW INC/DIM - 135 n/a House Side Downiights LCL 1000 ,..,^., Congo Jr Stage Theater,Mezz Level Plugs into Device#6(NET)or#11 (DMX) 12 24 2.4KW INC/DIM - 136 n/a Lower Entry Vestibule Sconces LCL 120 ^CV . 1 9 ETC with Lighting Control Booth TL1.2/1 N/A N/A N/A Provide(2)15"(min)Flat Panel monitors and all ESTIMATED CONNECTED LOAD(WATTS) 8100 7400 6300 W OWNER wing-panel Console Portable Device-Desktop data and power cables. Include two dimmed LittieLites NOTE:FEEDER TO BE 120/208 VAC, Portable Theater,Mezz Level PHASE, L2 5 WIRE(L1, L3,N,N)PLUS LONG CONTINUOUS LOAD(LCL ADDER) 25% 775 225 425 ri,,,C 5c..1), i 10 Powerware 5125 UPS Control Booth TL1.2/1 N/A N/A N/A GROUND RATED NOT LESS THAN THE LOAD DIVERSITY(LD DEDUCT) -30% -1380 -1380 -1380 < Cm:) t L 1 i).,: 0 ! OWNER 1 kVA Portable Device-Under Desktop _ CONNECTED LOAD OR AVG FEEDER AVERAGE FEEDER LOAD 7495 6245 5345 DMX Theater,Mezz Level I `"� 11 ETC ECPBDMX-IN Input Control Booth TL1.2 11 1 GANG E TL7.2/2 LOAD,WHICHEVER IS GREATER. G5 b RDM Wired Flush Mount in Wall @+14"AFF NOTE: CD'Q 1.An(E)after the remarks Indicated LOAD Is an Emergency Lighting Load awl i. Ti Theater,Mezz Level o12 ETC ECPBDMX OUT DMX House Left Wall Boom Pipe TL1.2/1 1 GANG E TL7.2/6 2.Electrical Engineer shall determine final feed size and capacity. a OUT Flush Mount to Wall NOTE:LOADS PROVIDED ARE NOT AN ENGINEERING ANALYSIS BUT MEANT TO PROVIDE INTENDED USE AND APPLICATION INFORMATION ONLY r- Theater,Mezz Level ;; .. ti 13 ETC ECPBDMX-OUT DMX House Right Wall Boom Pipe TL1.2/1 1 GANG E TL7.2/6 ` " OUT Flush Mount to Wall Breaker Panel 1C111'-SECTION 1 Mounted on Lighting Pipe PROJECT: Broadway Rose Theaters f,; 14 ETC ECPBDMX-OUT DMX FOH 2 TL2.2/1 1 GANG E TL7.2 I 7 Tigard,OR ; OUT DATE: July 25,2007 ' : ;jJr Mounted on Lighting Pipe 15 ETC ECPBDMX-OUT DMX FOH 1 TL2.2/1 1 GANG E TL7.2/7 OUTPUT AMPS/ ID PHASE ID AMPS I OUTPUT I , OUT DESCRIPTION LOCATION TO DEVICE LOAD . POLES CB1uak A B C CB1uak POLES LOAD TO DEVICE LOCATION DESCRIPTION ; Mounted on Lighting Pipe Feed for NEMA 1,150 1 X 2 1,150 NEMA Feed for 16 ETC ECPBDMX-OUT DMX EL 1 TL2.2/1 1 GANG E TL7.2/7 Lighting Equipment Dimmer Bar#25 L21-20 1,150 20/3 3 X 4 20/3 1,150 L21-20 Dimmer Bar#32 Lighting Equipment • OUT On House Left Boom Receptacle 1,150 5 X 6 1,150 Receptacle on Lighting Pipe FOH 1 Mounted on Lighting Pipe Feed for NEMA 1,150 7 X 8 1,150 NEMA Feed for 17 ETC ECPBDMX-OUT DMX EL 2 TL2.2/1 1 GANG E TL7.2/7 Lighting Equipment Dimmer Bar#26 L21-20 1,150 20/3 9 X 10 20/3 1,150 L21-20 Dimmer Bar#33 Lighting Equipment OUT On House Right Boom Receptacle 1,150 11 X 12 1,150 Receptacle on Lighting Pipe El Mounted on Ughting Pipe Feed for NEMA 1,150 13 X 14 1,150 NEMA Feed for 18 ETC ECPBDMX-OUT DMX EL 3 TL2.2/1 1 GANG E TL7.2/7 Lighting Equipment Dimmer Bar#27 L21-20 1,150 20/3 15 X 16 20/3 1,150 L21-20 Dimmer Bar#34 Lighting Equipment OUT On Lighting Pipe FOH 2 Receptacle 1,150 17 X 18 1,150 Receptacle on Ughting Pipe El Theater,Main Level Feed for NEMA 1,150 19 X 20 1,150 NEMA Feed for O 19 ETC ECPBDMX-OUT DMX Stage Right Prosc Wall TLI.2/1 1 GANG E TL7.2/6 Lighting Equipment Dimmer Bar#28 L21-20 1,150 20/3 21 X 22 20/3 1,150 L21-20 Dimmer Bar#35 Lighting Equipment Imme OUT Flush Mount to Wall @+24"AFF On Lighting Pipe FOH 2 Receptacle 1,150 23 X 24 1,150 Receptacle on Lighting Pipe El Theater,Main Level Feed for NEMA 1,150 25 X 26 1,150 NEMA Feed for 20 ETC ECPBDMX-OUT DMX Stage Left Prosc Wall TL1.2/1 1 GANG E TL7.2/6 Lighting Equipment Dimmer Bar#29 L21-20 1,150 20/3 27 X 28 20/3 1,150 L21-20 Dimmer Bar#36 Lighting Equipment OUT Flush Mount Wall l +24"AFF On LLigohtin Pipe FOH 2 Receptacle 1,150 29 X 30 1,150 Receptacle on Ughting Pipe E2 CO�/�/ O @ Lighting P O 31 X 32 1,150 NEMA Feed for 21 ETC ECPBDMX-OUT DMX Stage Right Side Wall TL1.2/1 1 GANG E TL7.2/6 Lighting Equipment Dimmer Bar#30 L21-20 1,150 20/3 33 X 34 20/3 1,150 L21-20 Dimmer Bar#37 Lighting Equipment Z OUT Flush Mount to Wall @+18"AFF On Lighting Pipe FOH 1 Receptacle 35 X 36 1,150 Receptacle on Lighting Pipe E2 UJ Theater,Main Level o NEMA 1,150 37 X 38 1,150 NEMA Feed for 22 ETC ECPBDMX-OUT DMX Stage Left Side Wall TL1.2/1 1 GANG E TL7.2/6 Lighting Equipment Dimmer Bar#31 L21-20 1,150 20/3 39 X 40 20/3 1,150 L21-20 Dimmer Bar#38 Lighting Equipment >1.1 CC OUT Flush Mount to Wall @+18"AFF On Lighting Pipe FOH 1 Receptacle 1,150 41 X 42 1,150 Receptacle on Ughting Pipe E3 Theater,Main Level O 23 ETC ECPBDMX-OUT DMX Stage HR Rear Wall TL1.2/1 1 GANG E TL7.2/6 Breaker Panel'CBI'-SECTION 2 OUT Flush Mount to Wall @+18"AFF Feed for NEMA 1,150 43 X 44 1,150 NEMA Feed for Q Theater,Main Level Lighting Equipment Dimmer Bar#39 L21-20 1,150 20/3 45 X 46 20/3 1,150 L21-20 Dimmer Bar#40 Lighting Equipment Ca 24 ETC ECPBDMX-OUT DMX Stage HL Rear Wall TL1.2 I 1 1 GANG E TL7.2/6 On Lighting Pipe E3 Receptacle 1,150 47 X 48 1,150 Receptacle on Lighting Pipe E3 < < ilok" OUT Flush Mount to Wall @+18"AFF Feed for Center NEMA 1,150 49 X 50 20/1 1,150 PB 2 Stage Piugbox Constant 2 Lighting Equipment 0 o 6-channel House Left Side Boom With 12/5 STO or SJO Stage Cable(Min 6"0"long) & Lighting Equipment Dimmer Bar Location L21-20 1,150 20/3 51 X 52 20/1 1,150 PB 4 Stage Plugbox Constant 4 Lighting Equipment 0 25 ETC Smart Bar Portable Mounted on Ughting Pipe TL1.2/1 n/a n/a TL7.2/9 L21-20P Connector On Lighting Pipe E2 Receptacle 1,150 53 X 54 20/1 1,150 PB 6 Stage Plugbox Constant 6 Lighting Equipment OWNER #SB6-10M-B Dimmer Bar with scaffold clamps furnished with unit Lighting Equipment Stage Plugboz Constant 1 PB 1 1,150 20/1 55 X 56 20/1 1,500 5-20RD Control Booth LTG Console Lighting Controls M 6-channel House Right Side Boom With 12/5 STO or SJO Stage Cable(Min 6"0"long) & Lighting Equipment Stage Plugbox Constant 3 PB 3 1,150 20/1 57 X 58 20/1 1,150 RP1-2 PlugBox 2-ND2 Lighting Controls W 26 ETC Smart Bar Portable Mounted on Lighting Pipe TL1.2/1 n/a n/a TL7.2/9 L21-20P Connector Lighting Equipment Stage Plugbox Constant 5 PB 5 1,150 20/1 59 X 60 20/1 1,150 RP1-4 PlugBox 4-ND4 Lighting Controls OWNER #SB6-10M-B Dimmer Bar with scaffold clamps furnished with unit Lighting Controls Auxiliary Rack Power CTL 41 1,150 20/1 61 X 62 20/1 1,150 RP1-6 PlugBox 6-ND6 Lighting Controls 6-channel FOH 2 Lighting Pipe With 12/5 STO or SJO Stage Cable(Min 6"0"long) & Lighting Controls PlugBox 1-ND1 RP1-1 1,150 20/1 63 X 64 20/1 105 RP1-8 Stage'HF Blues House/Work Light • Z 27 ETC Smart Bar Portable Mounted on Ughting Pipe TL2.2/1 n/a n/a TL7.2/9 L21-20P Connector Lighting Controls PlugBox 3-ND3 RP1-3 1,150 20/1 65 X 66 20/1 200 RP1-10 House'HFW&SeatUghts House/Work Light OWNER #SB6-10M-B Dimmer Bar with scaffold clamps furnished with unit Lighting Controls PlugBox 5-ND5 RP1-5 1,150 20/1 67 X 68 20/1 1880 RP1-12 House Front Fluor House/Work Light immm H 6-channel FOH 2 Lighting Pipe With 12/5 STO or SJO Stage Cable(Min 6"0"long) & Lighting Controls FOH Pipe 2-ND7 Duplex RP1-7 1,150 20/1 69 X 70 20/1 800 RP1-14 House Mezz Fluor House/ork Light 28 ETC Smart Bar Portable Mounted on Ughting Pipe TL2.2/1 n/a n/a TL7.2/9 L21-20P Connector Lighting Controls FOH Pipe 1-ND8 Duplex RP1-9 1,150 20/1 71 X 72 20/1 1400 RP1-16 Stage Fluor Worklights House/Work Light CO OWNER #SB6-10M-B Dimmer Bar with scaffold clamps furnished with unit Lighting Controls EL Pipe 1 -ND9 Duplex RP1-11 1,150 20/1 73 X 74 Wired Space unassigned 6-channel FOH 2 Lighting Pipe With 12/5 STO or SJO Stage Cable(Min 6"0"long) & Lighting Controls EL Pipe 2-ND10 Duplex RP1-13 1,150 20/1 75 X 76 Wired Space unassigned x 29 ETC Smart Bar Portable Mounted on Lighting Pipe TL2.2/1 n/a n/a TL7.2/9 L21-20P Connector Lighting Controls EL Pipe 3-ND11 Duplex RP1-15 1,150 20/1 77 X 78 Wired Space unassigned OWNER #SB6-10M-B Dimmer Bar with scaffold clamps furnished with unit unassigned Wired Space 79 X 80 Wired Space unassigned 6-channel FOH 1 Lighting Pipe With 12/5 STO or SJO Stage Cable(Min 6"0"long) & unassigned Wired Space 81 X 82 Wired Space unassigned 30 ETC Smart Bar Portable Mounted on Lighting Pipe TL2.2/1 n/a n/a TL7.2/9 L21-20P Connector unassigned Wired Space 83 X 84 Wired Space unassigned THIS SCHEDULE IS PROVIDED FOR THE PURPOSE OF CONVEYING DESIGN INTENT,CLARIFICATION OWNER #SB6-10M-B Dimmer Bar with scaffold clamps furnished with unit 6-channel FOH 1 Lighting Pipe With 12/5 STO or SJO Stage Cable(Min 6"0"long) & Estimated ph A total 29,830 AND SYSTEM COORDINATION.IT IS NOT INTENDED AS AN ENGINEERED PANELBOARD SCHEDULE 31 ETC Smart Bar Portable Mounted on Lighting Pipe TL2.2/1 n/a n/a TL7.2/9 L21-20P Connector Estimated ph B total 27,355 NOR LOAD ANALYSIS-REFER TO CONTRACT DOCUMENTS PREPARED BY THE REGISTERED ELECTRICAL OWNER #SB6-10M-B Dimmer Bar with scaffold clamps furnished with unit Estimated ph C total 28,050 ENGINEER FOR NECESSARY CALCULATIONS,CODE COMPLIANCE AND SPECIFIC MATERIAL REQUIREMENTS 6-channel FOH 1 Lighting Pipe With 12/5 STO or SJO Stage Cable(Min 6"0"long) & 32 ETC Smart Bar Portable Mounted on Ughting Pipe TL2.2/1 n/a n/a TL7.2/9 L21-20P Connector OWNER #SB6-10M-B Dimmer Bar with scaffold clamps furnished with unit 6-channel EL 1 Lighting Batten With 12/5 STO or SJO Stage Cable(Min 6"0"long) & 33 ETC Smart Bar Portable Mounted on Lighting Pipe TL2.2/1 n/a n/a TL7.2/9 L21-20P Connector OWNER #S86-10M-B Dimmer Bar with scaffold clamps furnished with unit 6-channel EL 1 Lighting Batten With 12/5 STO or SJO Stage Cable(Min 6"0"long) & STAGE LIGHTING DISTRIBUTION DEVICE SCHEDULE 34 ETC Smart Bar Portable Mounted on Lighting Pipe TL2.2/1 n/a n/a TL7.2/9 L21-20P Connector PROJECT: Broadway Rose Theater OWNER #SB6-10M-B Dimmer Bar with scaffold clamps furnished with unit Tigard,OR 6-channel EL 1 Lighting Batten With 12/5 STO or SJO Stage Cable(Min 6"0"long) & DATE: July 25,2007 limmm 35 ETC Smart Bar Portable Mounted on Lighting Pipe TL2.2/1 n/a n/a TL7.2/9 L21-20P Connector OWNER #SB6-10M-B Dimmer Bar with scaffold clamps furnished with unit ID PLAN TYPE/ PHYSICAL 6-channel EL 2 Lighting Batten With 12/5 STO or SJO Stage Cable(Min 6"0"long) & Location SHT/DETAIL MOUNTING Receptacles Feed Label SHT/DETAIL Remarks Z la 36 ETC Smart Bar Portable Mounted on Lighting Pipe TL2.2/1 n/a n/a TL7.2/9 L21-20P Connector OWNER #S136-10M-B Dimmer Bar with scaffold clamps furnished with unit Proscenium Wall Plug Box (2)20GSP-FL DR1:1,2 97,98 6-channel EL 2 Lighting Batten With 12/5 STO or SJO Stage Cable(Min 6"0"long) & 1 Downstage Right TLI.2/1 Surface (1)20GSP-FL RP1: 1 ND1 TL7.2/14,15 Mount at+18"AFF 37 ETC Smart Bar Portable Mounted on Ughting Pipe TL2.2/1 n/a n/a TL7.2/9 L21-20P Connector Wall Mounted (1)5-20RD C61:49 Constant 1 = W OWNER #SB6-10M-B Dimmer Bar with scaffold clamps furnished with unit Proscenium Wall Plug Box (2)20GSP-FL DR1:3,4 99,100 D J 6-channel EL 3 Lighting Batten With 12/5 STO or SJO Stage Cable(Min 6"0"long) & 2 Downstage Left TL1.2/1 Surface (1)20GSP-FL RP1:2 ND2 TL7.2 1 14,15 Mount at+18"AFF 38 ETC Smart Bar Portable Mounted on Lighting Pipe TL2.2/1 n/a n/a TL7.2/9 L21-20P Connector Center Left Wall Mounted (1)5-20RD CBI:50 Constant 2 J a D OWNER #SB6-10M-B Dimmer Bar with scaffold clamps furnished with unit Stage Side Wall Plug Box (2)20GSP-FL DR1:5,6 101,102 / Q ' 6-channel EL 3 Lighting Batten With 12/5 STO or SJO Stage Cable(Min 6"0"long) & 3 Stage Right TL1.2/1 Surface (1)20GSP-FL RP1:3 ND3 TL7.2/14,15 Mount at+18"AFF W II 39 ETC Smart Bar Portable Mounted on Lighting Pipe TL2.2/1 n/a n/a TL7.2/9 L21-20P Connector Wall Mounted (1)5-20RD CB1:51 Constant 3 ■. ■ OWNER #SB6-10M-B Dimmer Bar with scaffold clamps furnished with unit Stage Side Wall Plug Box (2)20GSP-FL DR1:7,8 103,104 W 6-channel EL 3 Lighting Batten With 12/5 STO or SJO Stage Cable(Min 6"0"long) & 4 Stage Right TL1.2/1 Surface (1)20GSP-FL RP1:4 ND4 TL7.2/14,15 Mount at+18"AFF 40 ETC Smart Bar Portable Mounted on Ughting Pipe TL2.2/1 n/a n/a TL7.2/9 L21-20P Connector 9 9 Pe Wall Mounted (1)5-20RD CB1:52 Constant4 < 1... co OWNER #SB6-10M-B Dimmer Bar with scaffold clamps furnished with unit Stage Rear Wall Plug Box (2)20GSP-FL DR1:9,10 105,106 AUXILIARY Theater,Main Level contains control devices: 5 Upstage Right TL12/1 Surface (1)20GSP-FL RP1:5 ND5 TL7.2/14,15 Mount at+18"AFF U 41 ETC CUSTOM EQUIPMENT Stage Left Equip Rm TL1.2/1 n/a n/a TL7.2/11 42,43,44,45,46,47 Wall Mounted (1)5-20RD CB1:53 Constant 5 RACK Wall Mounted Stage Rear Wall Plug Box (2)20GSP-FL DR1:11,12 107,108 limn ° 42 (not used) n/a n/a --- 6 Upstage Left TL1.2/1 Surface (1)20GSP-FL RP1:6 ND6 TL7.2/14,15 Mount at+18"AFF j -- --- --- .si Wall Mounted (1)5-20RD CBI:54 Constant 6 DMX Located inside Aux Rack NOTES: filename:dist.x2a 43 PATHWAY 1 UNIT Merge Control Device#41 TL1.2/1 n/a n/a TL7.2/11 1. ALL Distribution devices shall be UL Listed and Labeled 2:01 3 UNITS DMX Located inside Aux Rack 44 PATHWAY each at Opto-Sputter Control Device#41 TL1.2/1 n/a n/a TL7.2/11 6+THRU (RDM ready) { JOB NUMBER: 45 (not used) --- --- --- n/a n/a --- 200713 UPS Located inside Aux Rack 46 Powerware 5125 1.5kVA Control Device#41 TL1.2/1 n/a n/a TL7.2/11 True Sinewave FILENAME: Rack Mount Dimmer Theater,Main Level Provide with integral Unison Processor Module 8/14/07: CORRECTED INFORMATION FOR CONTROL DEVICE #47 200713-TL80x.dwg 47 ETC Unison Cabinet Stage Left Equip Rm TL1.2/1 n/a n/a TL7.2/13 CME-Arch DR12 'DR1' Wall Mounted • RELAY Theater,Main Level contains(16)20/1, 120V relays see RELAY SCHEDULE DRAWN: 48 PCI DMX Keeper PANEL Stage Left Equip Rm TL1.2/1 n/a n/a n/a 16 'RP1' Wall Mounted KPL/MRJ Panel 84-pole Theater,Main Level - 1 49 varies Board breaker panel Stage Left Equip Rm TL1.2/1 n/a n/a n/a DATE: 2-section'CBI' Wall Mounted SET: 8/14/07 All General Comments: 1. 9 9 O,/ DESIGN comF)LETE PLOT: 8/14/2007 1. All contractor furnished gang backboxes shall be one-piece,masonry style,with device ears inward;minimum 3.5"deep. 2.Although this information is believed to be correct and has been provided to the best of our ability,variants from one manufactuer to the other and SHEET: equipment design changes by the manufacuter may result in changes. The manufacturer submittals are the final authority on all device requirements. 3.Cross Reference This Schedule With Plans, System Interconnect Diagram,Details,&programming schedule for additional information FOR REFERENCE ONLY 4.Verify exact requirements of all devices with manufacturers prior to fabrication. 5.Items marked as"OWNER"shall be Owner Furnished and Installed. TL8.1 �.x2a NOT FORCONSTRUCTION, , 1 HOUSE LIGHTING FIXTURE SCHEDULE Breaker Panty'CB1'-SECTION 1 PROJECT: Broadway Rose Theater PROJECT: Broadway Rose Theater Tigard,OR Tigard,OR DATE: July 25,2007 DATE: July 25,2007 (*DENOTES"NO SUBSTITUTION ALLOWED") - . - OUTPUT AMPS/ ID PHASE ID AMPS/ OUTPUT QUAN. TYPE DESCRIPTION LAMP(S) MOUNTING REMARKS DESCRIPTION LOCATION TO DEVICE LOAD POLES CB1111oc A B C Cell= POLES LOAD TO DEVICE LOCATION DESCRIPTION Feed for NEMA 1,150 1 X 2 1,150 NEMA Feed for HA (not used) Lighting Equipment Dimmer Bar#25 L21-20 1,150 20/3 3 X 4 20/3 1,150 L21-20 Dimmer Bar#32 Lighting Equipment * On House Left Boom Receptacle 1,150 5 X 6 1,150 Receptacle on Lighting Pipe FOH 1 Feed for NEMA 1,150 7 X 8 1,150 NEMA Feed for • HA1 (not used) Lighting Equipment Dimmer Bar#26 L21-20 1,150 20/3 9 X 10 20/3 1,150 L21-20 Dimmer Bar#33 Lighting Equipment r > * On House Right Boom Receptacle 1,150 11 X 12 1,150 Receptacle on Lighting Pipe El �,,,,/ Gotham#CA9-8AR-LS-PM-DBL 200W Frosted Pendant Provide rated cord. Feed for NEMA 1,150 13 X 14 1,150 NEMA Feed for HB Cylinder with Specular Clear Aizak Reflector A21 Mounted on Set socket to A21 distribution Lighting Equipment Dimmer Bar#27 L21-20 1,150 20/3 15 X 16 20/3 1,150 L21-20 Dimmer Bar#34 Lighting Equipment * Matte Black Exterior,for cable suspension. 120V aircraft cable Fixture top at bottom of giu-lams On Lighting Pipe FOH 2 Receptacle 1,150 17 X 18 1,150 Receptade on Lighting Pipe El p'ww', Gotham#CA9-8AR-LS-PM-DBL 100W Frosted Pendant Provide rated cord. Feed for NEMA 1,150 19 X 20 1,150 NEMA Feed for C N HB1 Cylinder with Specular Clear Aizak Reflector A21 Mounted on Set socket to A21 distribution Lighting Equipment Dimmer Bar#28 L21-20 1,150 20/3 21 X 22 20/3 1,150 L21-20 Dimmer Bar#35 Lighting Equipment Iln CC * Matte Black Exterior,for cable suspension. 120V aircraft cable Fixture top at bottom of glu4ams On Lighting Pipe FOH 2 Receptacle 1,150 23 X 24 1,150 Receptacle on Lighting Pipe El n O t P Gotham#CA9-8AR-LS-PM-DBL 100W Frosted Pendant Provide rated cord. Feed for NEMA 1,150 25 X 26 ' 1,150 NEMA Feed for v j $ m Lighting Equipment Dimmer Bar#29 L21-20 1,150 20/3 27 X 28 20/3 1,150 L21-20 Dimmer Bar#36 Lighting Equipment W 1 HC Cylinder with Specular Clear Aizak Reflector PAR38/HIR/40 Mounted on Socket and Reflector for PAR38 lamp � a « On Ughting Pipe FOH 2 Receptacle 1,150 29 X 30 1,150 Receptacle on Lighting Pipe E2 Matte Black Exterior,for cable suspension. 120V aircraft cable Fixture top at bottom of 0u-tams Elliptipar#F113-H242-F-81-T-00-0 (2)CFTR42W/GX24q External Yoke Lutron Type SE 3-Wire Dimming Ballast Feed for NEMA 1150 31 X 32 1,150 NEMA Feed for Ca) cej O P HD Wail Wash 120V on Canopy Lighting Equipment Dimmer Bar#30 L21-20 1,150 20/3 33 X 34 20/3 1,150 L21-20 Dimmer Bar#37 Ughting Equipment 0 L A 1 On Lighting Pipe FOH 1 Receptacle 1,150 35 X 36 1,150 Receptacle on Lighting Pipe E2 * Feed for NEMA 1,150 37 X 38 1,150 NEMA Feed for �� k C °eto Winona#46134-120V-0A-BB-STD 60W 710 ent Wall Mount Lighting Equipment Dimmer Bar#31 L21-20 1,150 20/3 39 X 40 20/3 1,150 L21-20 Dimmer Bar#38 Lighting Equipment Cf)HE Wall Sconce incandescent at+78" - N * 120V ADA On Lighting Pipe FOH 1 Receptacle 1,150 41 X 42 1,150 Receptacle on Lighting Pipe E3 /� 1 , .) 1 Eicast Lighting Model#1210-2-PL13W-120-MB-CPB (1)13watt PL wall recesed (110) tO CO ? HF Safety step light with black metal louver and CFL lamp varies Breaker Panel'CB1'-SECTION 2 N Q, ° EEii Lighting Model ti between 1 9watt PL wall recesed Feed for NEMA 1,150 43 X 44 1,150 NEMA Feed for W Ig 9 gel O Lighting Equipment Dimmer Bar#39 Ul.20 1,150 20/3 45 X 46 20/3 1,150 L21-20 Dimmer Bar#40 Lighting Equipment CZ, C4'1 (i) j HFW Safety step light with black metal louver CFL lamp varies On Ughting Pipe E3 Receptacle 1,150 47 X 48 1,150 Receptade on Lighting Pipe E3 rill t. I Feed for Center NEMA 1,150 49 X 50 20/1 1,150 PB 2 Stage Plugbox Constant 2 Lighting Equipment t�°) E Lighting Equipment Dimmer Bar Location L21-20 1,150 20/3 51 X 52 20/1 1,150 PB 4 Stage Piugbox Constant 4 Lighting Equipment '` Gotham#AF-1/32TRT-BAR 120V (1)32W/TRT Ceiling Recessed g g O � `~2, HG Recessed Compact Fluorescent Downlight CFL,3000K On Lighting Pipe E2 Receptacle 1,150 53 X 54 20/1 1,150 PB 6 Stage Plugbox Constant 6 Lighting Equipment F Lighting Equipment Stage Plugbox Constant 1 PB 1 1,150 20/1 55 X 56 20/1 1,500 5-20RD Control Booth LTG Console Lighting Controls ^ Oj,C z Clear Specular Aizak Cone �'� • �; Lighting Equipment Stage Plugbox Constant 3 PB 3 1,150 20/1 57 X 58 20/1 1,150 RP1-2 PlugBox 2-ND2 Lighting Controls • • Z Lithonia#LT8-DBL Surace mounted Provide feed and connection and mounting filings � .Q Lighting Equipment Stage Plugbox Constant 5 PB 5 1,150 20/1 59 X 60 20/1 1,150 RP1-4 PlugBox 4-ND4 Lighting Controls O HH Single circuit,,8'track assembly Na on ceiling as needed. g a• 5 Lighting Controls Auxiliary Rack Power CTL 41 1,150 20/1 61 X 62 20/1 1,150 RP1-6 PlugBox 6-ND6 Lighting Controls ° Black finish Lighting Controls PlugBox 1-ND1 RP1-1 1,150 20/1 63 X 64 20/1 105 RP1-8 Stage'HP Blues House/Work Light CL Uthonia#LT2-DBL Surace mounted Provide feed and connection and mounting filings Lighting Controls PlugBox 3-ND3 RP1-3 1150 20/1 65 X 66 20/1 200 RP1-10 House'HFW&SeatLights House/Work Light k HHM Single circuit,2'track assembly n/a on ceiling as needed. Lighting Controls PlugBox 5-ND5 RP1-5 1,150 20/1 67 X 68 20/1 1880 RP1-12 House Front Fluor House/Work Light Black finish Lighting Controls FOH Pipe 2-ND7 Duplex RP1-7 1,150 20/1 69 X 70 20/1 800 RP1-14 House Mezz Fluor House/Work Light .;` ,'y� L'rack la#LTC-LPHR-PAR38-DBL 120V PAR16 MFL Mount on type H track Aim down at work counter. Lighting Controls FOH Pipe 1-ND8 Duplex RP1-9 1,150 20/1 71 X 72 20/1 1400 RP1-16 Stage Fluor Worklights House/Work Light �"` o HH1 Track lampholder 120V Lighting Controls EL Pipe 1-ND9 Duplex RP1-11 1,150 20/1 73 X 74 Wired Space unassigned ti m Lighting Controls EL Pipe 2-ND10 Duplex RP1-13 1,150 20/1 75 X 76 Wired Space unassigned gi, '2.44' Lighting Controls EL Pipe 3-ND11 Duplex RP1-15 1,150 20/1 77 X 78 Wired Space unassigned not used unassigned Wired Space 79 X 80 Wired Space unassigned - unassigned Wired Space 81 X 82 Wired Space unassigned Remarks: unassigned Wired Space 83 X 84 Wired Space unassigned 1)All Fixtures Must Be 120 Volt Rated. THIS SCHEDULE IS PROVIDED FOR THE PURPOSE OF CONVEYING DESIGN INTENT,CLARIFICATION 2)Lamp Manufacturer to Be Either General Electric,Osram,or Phillips. No Off-Brand Lamps Shall be permitted. Estimated ph A total 29,830 AND SYSTEM COORDINATION.IT IS NOT INTENDED AS AN ENGINEERED PANELBOARD SCHEDULE 3)All House Lighting Fixtures,lamps and accessories shall be furnished and installed under Division 16 Estimated ph B total 27,355 NOR LOAD ANALYSIS-REFER TO CONTRACT DOCUMENTS PREPARED BY THE REGISTERED ELECTRICAL I house.x2a ,Estimated ph C total 28,050 ENGINEER FOR NECESSARY CALCULATIONS,CODE COMPLIANCE AND SPECIFIC MATERIAL REQUIREMENTS 1 z 0 Wa Ci) > 00 CrZ W ?ate: W O pI- ci oc W c2 I _ I- m F- W 0 IZ 111.1111 Ing. CD X W ■ ■ 1 11.111111 0Z i I- X CO _ a- W Q5J 7. 1.10D fir WPi I Ili limn Z U i < r.... in W = , I--=C'3 1 -J 1 1 JOB NUMBER: 200713 FILENAME: i 200713-TL80x.dwg DRAWN: KPL/MRJ I DATE: SET: 6/23/07 99% DESIGN COMPLETE PLOT: 71"25/2007 SHEET: I FOR REFERENCE ONLY TL8.2 NO T FOR CONSTRUCTION , ,