Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
BU P2010-00173 THIRSTY LION 10205 SW WASHINGTON SQUARE RD , , , Structural Sketches & Calculations for Thirsty Lion II - Exterior Trellis Tigard, Oregon for Concept Entertainment Y F ..J 1 , = E "i r4_ b ° f . ,,,, ,,:.._,a, ,,..c:: rx<xv.,.arn 7\00007 A e Ry..„.,,{ T� / L=wasa..m,an•.>..,..e>M,rcr,a,�,aed. ,.r j ry=awe.ru„. �',xus:z«$.ma.-*M1 .. »* N..,..,.,,,aF+.-=e� , These Calculations Are Void If Seal And Signature Are Not Original * * * LIMITATIONS * * * ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND/OR LIABILITY IS ASSUMED BY,OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. FCE# 10-T241 July 27, 2010 "JUL 2 9 2010 II ECE mi Y Ur i l i FROELICH CONSULTING ENGINEERS 1K MAIN OFFICE i I CENTRAL OREGON 0 6969 S.W.Hampton Street 745 NW Mt.Washington Dr.,Suite 204 Portland,Oregon 97223 Bend,Oregon 97701 503.624.7005 541.383.1828 '# K! C.z:. PAGE / CI 6969 SW Hampton Street CLIENT: E Portland,Oregon 97223 FAX 503 624 9770 PROJECT: 1-1,I rt r IV • FROELICH 503 624 7005 71 745 NW Mt Washington Drive NUMBER: 1 I CONSULTING Suite 204 Bend,Oregon 97701 ENGINEERS,INC FAX 541 383 7696 DATE: 541 383 1828 • BY: wvvw froelich-engineers com Pci rp rr-7 < a tv c-3 .! L5 r--0,) c71 r2 r fs-- ,r 1,1 1.7.5)c I e-A0 . r7 K." fr t,717 '114 S r P.'22 ft-: 7 I"i (.. -r;-17 FC7 rE (,/ ii -.A. CLIENT: rV('11-4 iZi: C ac)kAr PAGE / a 0 6969 SW Hampton Street NE Portland,Oregon 97223 ..T.' r23-7-1- ' ,..'. FAX 503.624.9770 PROJECT: , , FROELICH 503 624 7005 4 [71 745 NW Mt.Washington Drive NUMBER .. --1.-- ?, 4-i : 4 CONSULTING Suite 204 Bend,Oregon 97701 2 ifel;•/ ,0 t 0 E N EER , 18 . FAX 541 383.7696 541.383. 28 DATE: www.froelich-engineers.com X BY: vv''''r'175-1-1 si—r2_L-ic—f--L4 rti...4--1,_ 1,-1.c. "-r5 ..... II 1,-,,.:-2:S tC,....L.--!7E7.t-2,-,-. P 5 rt-, L.,4,--r F7 r- E 1:2,-r-I,-_,),-.." c7 r2-e-57Gc.fr-71- 57-- ... 121c 714,-(2-2tcc 4Sr,ti7C7 A, i,,°Ty er:. 0 173 a7 'e:-' fr5-C.t-.7 7 7l,t kL, 5.ri.:*!.:„-I.-, ! 1-1 It :FIT ( 19 5 L,r.,:,,,,)-r:- C,1,,,x„„;)‘,„fr- il.: fr-f i -1" 7. k„, :2.„.(.-,,,7 i-,1, li:,—77,..7,3 ( /,--, C.-5 '4"1.7-4/-r5'e:_ A 3 9 . lc? c c>(,)ye,0! Li,,,,:-.1---,5z,„ c,,,...4, L_v,,,A. ,.t,' '-i-f, [ k'c,, -:,-t Fn 1,4 I S k t1 T( l'-'r*2 C-1-1` I--il- i 1....t 6,—L,CA L-ANJ-1,1 5 Tz) A.,„ .- „.. cr"&5-7 t. Lt.)4-v -,---, 47: Er ---,.(zT Hs 5 . r.---,t=2_,_,-,ra -1..,"L... /,-)-1 1 , Ssrri5 riF t,. '-'` 6 C)K-172, a FcE [71 6969 SW Hampton Street CLIENT: ki..1. Li-it,d, ,2, ,...7,:, ,.„-- c„..,..),,,,,,,,c.., PAGE ( / Portland,Oregon 97223 FAX 503.624.9770 PROJECT: ---r H 503.624 7005 7 -2-_-T- ,,,,,,, FRoEucH fAi [71 745 NW Mt Washington Drive NUMBER: E '- -1—-2...4- . c suite 204 Bend,Oregon 97701 FX 5413837696 DATE: 7(23( ENGINEERS,INC .. A . . 541.383.1828 ,. ... r2 c..)r---;17c!,T, www.froelich-engineers.com a BY: L ) :1 __.-.-- . ----- .- r-: 7-6'''.- ---- s 9..,....s—,',...c.h......,..., -4- , , i - - - , Mt- --Z i __J C> ,... 1.4; -- i ''' < • S )1 I' -1..-•:•-,--E4' s '-, fr..) . ,1 r lc' ., , ( . .--- ( l . _1 11,,,, 11_2 Li L.) " 1 1 —1 t , . 5C e 4_ \ ______ p r,,t,,,, •7)--7-)4 1 7— 4L . . '''' 3)7 7 \ s i ...,....._.-- , . ,., ............„.._,„,...,_ \H Si 4 2-Kr 4-K 3/1(... - \ \ \// ) Z r„2„.,,,,,,,:iT-. r%i...--.1 r::.-. \pi , / -1---- ------- ,c„ ,„,:., ,,,,-, r---''rc:- i „/ r) r4 1— , i, , ..i.... 1 t..., , -L„,,>,c, 1,-- 1 I H-5-5 4--,,-,c'i-,. Ylc., ‘..•Gk... -6.110- ( r'T.P. ,.. r-1-e- . (.4-„) c.,7 pL-7,7:7-1-4 -10 Loc7-lc) 1,----fs —..-- ET;E 7: 45' ----1-- K--.:-..•,, -rt1:1 rt.. r::----rc,. t CF,7 I.6344.1 alp • ig,,,)-i-. .1-1--1 rii-;•,....S-- ,e , r , ! On I I I, f 'i, ,42‘, ,/,-, F7'P' - i -- 8 r,L -i,,,,, -,,,,:),-- I t--, 6v-L---- lcl r'1`-------- ' 1/4„....„ c() N , I 1 . • - i - '".,--...2.7--, •.--,,-; cezt-1 rt.,- i c..• ••,...1 42 .,•.EL-%Pit•-,R C.....0 1,,.. (5) • f:::.— P--I a K i s-r-c . — cr....2T'. 9-,kri rz•--L.t.„.„.V I : p 5 7/s r-4,72q ,- 4, t 0..,,,,,o`it-- -':!-c..---- — , ,...) ok-i-0 e P tri,- . W ------..„:. ..- 5/h-t ...,,, satettionwir.,: // , , .. ll 1 7 4 - t(--is-:\) v ,!___ ,,e) ....._ 1 - ' Is CLIENT: Vin Li-14 ZE 6.,,r-c.),„.4 PAGE 2--- I 71 6969 SW Hampton Street EE Portland,Oregon 97223 FAX 503 624 9770 PROJECT: --1--*1.4 1 r.Z.,57 Cr Li 1,1 =I' 503.624 7005 FROELICH 0 745 NW Mt.Washington Drive NUMBER: i---C)' r 2—4- CONSULTING Suite 204 Bend,Oregon 97701 7-1 :;,.,-r.D cz ENGINEERS,INC . FAX 541.383.7696 541 383 1828 DATE: 7 / 7 t - I 1,-, 1.4 r2-c.)v•,--, e-1-.7.•, --.., wvvw froelich-engineers.com a BY: . / /k 3/ tr 't 5 — *S. N:77-- 4.„.. ._ vv, , S c..)LI'5 -7 cr;r'c:-/*Nt,-; , / \,I- .,...,,,,,.. L,•/ -\ e' // 13 L.c...).---c. T- . .07 / . lore...1Di,',crr i / tf, 4_ cr i \ / „„ _1. --- --__- - - - „- 6•L 5-4,„(41, /7----7 /7 '-i , /;/ .. t. / \ / ,. / :ierioniakio 1 ?? V ---(rt-r / / - ,,,,,, • i ----- 3 / 1\ ..,-, .><,-1,--.„, ,,./' / fe, I ....-------- I v") C? i i..4:-%..9 /-;c-r-;---; / / ---„, / / 7 ; ; H--5 S I'1,),, 4-?-;• -?-li co, -- ---;- i1 /,,, 1,, ! , --, , .„•,,,, ,.... ,, • . tD 5 H A PAGE / V11 1- t2..- 6".r2—C-)L _r I, it J 6969 SW Hampton Street CLIENT: Portland,Oregon 97223 FAX 503.624.9770 PROJECT: -r-H I r2..s-rr- 1...,i,....),....! 2:::c 503.624 7005 FROELICH 0 745 NW Mt.Washington Drive I C Suite 204 Bend,Oregon 97701 NUMBER: 1 C} ,.-- r -2—4'- E EE 1 FAX 541 383.7696 541.383 1828 DATE: -2/"?-3,/ www.froelich-engineers com is BY: L. I.::,, Ki----0 i'vl 11-> I .----I I/ 1 --f, \ \ /_____ 6,..L c.3 S LA R ri... it / ,---- .„-- ,• ' ......... ' ..----- . 4 ___---------7I 1 -;,,/ -:-....7--1,7— i. 1! i(13 I ik !I H 5 S 4-),.. 4- 1 a '...--, CLIENT: V c-i i-4- R CF:... 6,Q.C...)LA '-i' PAGE 6969 SW Hampton Street Portland,Oregon 97223 FAX 503 624 9770 PROJECT: l i--=' ! t2- ,5-1- '''''i' ! 1 C.)L 503 624 7005 , 745 NW Mt Washington Drive 0 CONSULT Suite 204 Bend,Oregon 97701 NUMBER: I C;" ..- 1 1_ 4- 1 ENGINEERS,INC . FAX 541 383.7696 541 383 1828 DATE: 7/ - t www froelich-engineers corn • BY: L.-. K.,12-c..)1,-1,-1 rf, T.-- 4..'; L ......, 00oof N '\ N \ A ) N 1 1 \„I / • -- ',1 7 — --- I— -, /1 i i 1 1 -----11-r------T---i -- (4- -1---- --L: i ........., , , , , , Ali 19 P--- --J It ly f 4, 1 — i •-c.) . \ 57 --- (2_ i , 'f d) - I l-t- ),/ \It L..w c --,/, ....51 1 1 1 .., ,,, i 3 ....1_____....._ . ir .,,,t; 1 I , , k -ST. ,..\ '\ :Si 1 . to (2.,) 6\L Lit I—fA---rvi i \ li if --— 7c:-.T i, li -...;\ 1A....-:t. 47,71-7-'- — 4 t \ \i- t -----,1 :1 \I & ,. , _._...... 1 . 0 >,c 10 \----(-----7o co L--. • s , I I i • ii 0 6969 SW Hampton Street v4 CLIENT rvi Portland,Oregon 97223 FAX 503 624 9770 : (-1- lz PAGE / 6.,!7„.....(0 LA r_ PROJECT -7--H ,,i(--5 :- r- L.1 c) J „,"„ 503 624 7005 FROELIcH [7, 745 NW Mt.Washington Drive NUMBER: i C.) — 1- -2-4-I CONSULTING Suite 204 Bend,Oregon 97701 ENGINEERS,INC . FA.541 383.7696 541.383 1828 bATE: 7 fr ?„.3/ ';',.6, Q ,., 0 froelich-engineers com BY: www SI r, 6. 6tr, — - :3 ,1„—. 7,:,:-* ',--, \--i-e•f I- ic., 4,,, // ,1 ---:',. 9 / — , L11,,,;>c...;fr;,,-,.y---,--, _______ / H / / .4.,_„,...._. __, ,,, --- ,i.,,',1 / t; I P 1-- 1,- v.) ,...„ Z Vs 1-1-C,)Les-)--r r:c.,.?rz C.,LI,-V:7-!—cl ,-- /c (t f t r E C, 1A. r;,.::,... e>c'T 6.47,,L i,,, 1..00.----- C, k LI ,...,__ 1.... 7 ------------._,S :3://';., i..... Lr5 P- S VI c.)'Le--i,.....! p-,)rt._c.,LA r2 J.Tr. . I — NI\ i 5 I ,L__ I 1._c7 tf s, • [11 6969 SW Hampton Street CLIENT: Ki'l, 141Z L-5- 6... 12-<,) L.4 re PAGE 6,/ Portland,Oregon 97223 FAX 503.624.9770 PROJECT: --r-F-4-I rZ s Ttr t„,_ t c..) ,,,r J . 503.624.7005 ,..„. FRoEucH 0 745 NW Mt.Washington Drive .....-- NUMBER: 1 0 --- I, "2 CONSULTING Suite 204 .--4-1 Bend,Oregon 97701 NIN INC A 7 696 DATE: 7( 3 7 2-,c2 t cEGEEK_ , ._ _. wwwfroelich-engineers.com • BY: L---,, : R(..? vi'l ri-, ‘7-1 1,4 ,..—_,...., \Ai-C) 0 ,........ 3/ t' 4, ?■ t. '2..".... t If •6 . --C. W-C,*' -1;5A,rt 1*'(-C,,, 7" -- 'S i I .r:::. 1-1— S z tc.,..>„.., (4.--,,),„77 1 —7.?..# . , \ . \ / \ , ''',1''' \ / 1 1 - ' /T1.7*., ..i.......... / / /-1 .. / 4 p / .' II AI 4.1` '".--- 4/1\,S I F- 1‘v-'4" e 1 0 4,N' ' *2 1:1\''I/h'''' ''' 444, \\3 , 4 ,4- 1 - III- ./ / t' L'''''ll C4`//',,) 57E,1 Pt.) k: S 5 it-11 I 5 F V _ __________ -- .......==• _ . ,,, ,.. . . . , / 1-1-1 ra,,E;;#1.,ti.)Fr" \ . . PN.rD ht 5 5 1 v-7; ez;),ST- s t (T' . , ( T: (5 1 114 le 5 1.---r s FT-) 0. I I^ , • i 1; a • 4-2—Ss 1 T )c.?k--1 S L.A.," 1"7'14 1; Ii 5 S '____ ) p, Y: 1 'T--'& '2 C- 67 c?t,...1-c.... 2c-i-riz p en-e_. ,. . . .,. _ .,... —.-- _N-4-'-- . 1 . ., 7----4-- 7 • ., a - NE 0 6969 SW Hampton Street CLIENT: V14 Lor I-4 12-rz 6,112.L.D LA P PAGE / / Portland,Oregon 97223 FAX 503 624 9770 PROJECT: —ir ki I r2,„_s7 -1-- 1_,,,,I c„,,,,) 503 624.7005 c' '4 FROELICH , 745 NW Mt Washington Drive CONSULTING Suite 204 Bend,Oregon 97701 NUMBER: IC) - 1.-- 2_ (-- ENGINEERS,IIIC .. FAX 541 383 7696 541 383 1828 DATE: 2 1 2- By, L—, ) --r .C..) V.,..1 tl,ri-7- !Li www froelich-engineers com MI 1, irni S S C-c,d)1_ , 3 , t t _ -1,„),-- L c....) Nc- 1 ...D --1-7 CC) -2, d)y.:(,:, ----- et- T: e—c.... 11/4,.t r -..1.„ 1.$,5 i -,, . 1z,...)i)s N, 1 ...., CP--- 0 CO 1 1 i —43/ 1 , 1 r— II k, c„, - ',c_k- (-: ' • -:.,>- / L,4,-,t3 A.,:-1.: Cci LAA ryi I, ---, 2.5 <"--- -------- 1 — (-- -I ; (- ---) ?„ I _.,.....-- ,,,,,,,„,.... 1 - ,--- ,-,.., ,, ,. CLIENT: V1--74 (-1'14 1-2--E. C---.---, C„,LA r • ., 0 6969 SW klampton Street CLIENT , PAGE t / gEPFortia5n0d3,6024re9g77097223 F 503 624 7005 [71 745 NW Mt Washington Drive PROJECT: '. a.s7-3,--,--4- _4_ CSTIG Suite 204 Bend,Oregon 97701 : IC) —7—-2 ONUL N NUMBER I ( ENGINEERS,INC _ FAX 541.383.7696 541 383 1828 DATE: 2/ 2.‘ 3/2_c,1 L , wwwfroelich-engineers com II BY: @ - —4 1.._LA 1_ix-,i.--,----\ ..* 1 r V 7,--6 '''',,, ..... /77-1-773 -.c. -...., / T 1 1 , / 11 (7------ilees-------- H r i---127 ---------- i 1; ---------"'---"----•--....,;',4 ..1...==":-' j 2.:f2f-, I t-'.,:. i--- el'. - II;1-4.3 t-,i5:::::tr."1 7' C 7- 2, .‘, 1 1 .N. .J -------i ± '(1 it , I _____± ti i \ III d ....._ -----,7-- / . 1 1_, L LA L,A,,,try-) r7,,,rz7.,,,,,,,,i,,,,, ___ i ( 1 — ;---, •ca..--:, c: ;,::::..-,-;;;2 ..... ......, . ...- / uc f 1 , . • NE 6969 SW Hampton Street CLIENT: 1^'_ +y �' r2...E " Cr v PAGE / / Portland,Oregon 97223 FAX 503.624.9770 PROJECT: —r 1-4 1 2-S'C'v�J' L I J tiJ Er- FROELICH 503.624.7005 El 745 NW Mt.Washington Drive NUMBER: IC..)— 'L 4 f 'CONSULTING Suite 204 Bend,Oregon 97701 r FAX 541.383.7696 DATE: '7 r 14-- tc7 f 1.ca ENGINEERS,INC 541.383.1828 vi.froelich-engineers.com • BY: L• jG-r1v✓vt-Fs qr- S L-1 '- ,S I-4 A.,.13 f 3 w, L �,, ►�- f Z.. C. 5 r. 4; r.. I � +2 C"r 5 I (-) S L t r7 r V Pe/'SGAFes. h. Y6 Z3- �1 4 I t. i - h- 4( .-... .... .-. C 12 - I ( r i L-/,‹-r r rL / L Lc)ft I 12---C31 S T Y Gc)L L r-t 5 f,:r-rfrcc G v f-r C�►°Z f I ,off r S L7 =9 1-0 C7 LA 6 1.174* r2-5 I A.,/ !"�,�? .C: .`� "^: rte•-r r` '-r#.. I'I Ei re—) `1-1F4": ''r1 L.L/1 ve, 5 er 15 -�; ,., r H 6 ci L LA vv"k r,-d L . C.7741 t- 'C.. ,` ; 3 r : w� � 0 6969 SW Hampton Street CLIENT: ir"'3"�. ''H "� 6. e PAGE `�1,._ / Portland,Oregon 97223 FAX 503.624.9770 PROJECT: 1"M/Pg.rrt7 F OE L 111 ICH 503-624.7005 lK1 71 745 NW Mt.Washington Drive NUMBER: 1,.c.)` 7 Suite 204 'CONSULTING Bend,Oregon 97701 ENGINEERS INC FAX 541.383.7696 DATE: 7/i 541.383.1828 www.froelich-engineers.com • BY: / / -C)rr•.6„'a`'/+' r kit__ e'ci L.L.,.r-1, ",/ Ac c 14- ' T. r T L f� c i C,r�1.. ., t f ,�- G �/1 Y� LIZ- "1-. H411 r V Lc/ 11 Pr 6,. f 1, ` \;_ �'1r,_T.k L/L. '`-r V 1 M✓ F' f 5,z �r/r '3 7 C(.c.. e w✓ c�►2 1'0}c J c� L-1 C d 1 t_ t /4L—T– I- L-4 L..-/x,: k-v-■ 12-rs-Lyn v-L c_rc _ P ,? r It (Z) C L L4 L. 1-v..J r. � f , {c�1c r� L�:CAA\Ke C cam_ K (; c ' c; Cr S%-r-- " . k. ` 1 Ea e pAc.,t;-x c `" L 4:x,.. M,"t C c.1 v/ 1 'ca. t—Ti C.,.Cl 1.L, f�o'k r, Lam( -r 0 `■ [73 6969 SW Hampton Street CLIENT: rZ_tr PAGE / Portland,Oregon 97223 FAX 503.624.9770 PROJECT: 714 ! Ye-Sr ` FROELICH 503.624.7005 CI 745 NW Mt.Washington Drive NUMBER: f CONSllTl Nj Suite 204 Bend,Or egon 97701 ENGINEERSIIN( FAX 541.383.7696 541.383.1828 DATE: ; f 1 4f www.froelich-engineers.com ■ BY: L 1 :"-ci 4 fir^ \Z- 773 1 I 2 1 3 1 4 I 5 I 6 ' RE • GROUP a r c h i t e c t s 700 SW Taylor Street.Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com . THIRSTY LION PUB & GRILL - e ?i ,..., , .0 VED Rr: 9 JUL 2 9 ZOiO D�- Y/Si- /A 10145 SW WASHINGTON SQ RD . BOLDING I I. v tra c4 1 i. a l 5 E TIGARD , OREGON • PO AND, OR IF OR VICINITY MAP: 10145 SW WASHINGTON SQUARE RD. BUILDING DESCRIPTION DRAWING INDEX 0 MYHRE GROUP ARCHITECTS YH DRAWINGS R CARIE E CHE AO PAERRTE Y NOF T BUILDING CODE: 2007 OREGON STRUCTURAL SPECIALTY CODE ,,,»YY,;:•• TO BE REPRODUCED IN ANY MANNER,EXCEPT • 1 $< �•:raatttt{kt,{i:1-?z>.{.:r\9999.. ,ar,\`::.:»l:»>}:.}}}Y}}>}}}}}}'-:.1:-Yea;:di>::;:i;>>;::;::}::;:::::`;.::':{:{}o-;,';z.�:;:5::;:: :}t.:::.::-:-:;{.:}YVYlY. ON .,k k..................: :;,::.}1111:}}>:.}}:Y}::Y: y. . 1991•.:-:-:::::r::::::::}. s. 'z WITH THE PRIOR WRITTEN APPROVAL , ._t::::t:t..:::::.::::::::::?. �`�;�1:»::>::::>:>::>::>::>::}::}>:: :::;::,:>:<:»::>>::;::>::>::>::>1111>::::::2»::>:>:.......... ARCHITECTURAL >} <.<x��: :f.::::::,1199 :k : ' BUILDING CONSTUCTION TYPE. V-B 'Intl < xk OF MYHRE GROUP ARCHITECTS. 2 :.:-:z::: .ra :.t:-9111 : :.:-:.:::..a ..:-:::::::::.,:,......h,Y..,.a-.a.:._,9999 '<'�, 1~111' 1 : 9999..�x... 9919..:..::..., n ..............:... : '.f :iE;:::S > .s.-::-h::::.a:,.;.{.:-1111:rr: }:.'v:,,.:a:...:�.::::::::.-:,- _ :a._1191::�:.�.�::::.:,.: ..R ':Gisi> e {i-E;z{z-}?1999. 1 w�}}jy[ __ _ ___ ..�-:.,. >:.;:>:.:::::-1111..: }. {'{i ivv??}}--??ii:Li'-}-:-...J":i.'.'::1: ..-:::.:::::. :::::.v:::': .... :: 9999 ` .5 .}....x}9999.r..............:"9999 a:t: .a 1{. vn :._1111. v.:::::.{1111::ivi{i{}}v,:::{,.. _ .:.r 9999: ..V•}:.2a•.t:vv{{a..a,h, :::\.._.-:h....... .v. '1111. , ,.9999 9999.r.....v{..............:.?}v?'{{:-Y.•'a.h.................. .. .:::......................::::::::::::.:. Ci.ti. .{ f..nin.hn.........r..............•..:-..a.,.x.:a�4.a ...:d 9199.. v .-v:}:.vY)i}}::iY}:}}:Y:-v:?:::{.:'::,}'191'1:is::::::. - .,,,?. v:4 a2{{{2i n-}}:-?:-::{•}:vi: $:E Y '::2..v:ji':•iiY'Ji}:_�?:�i:�:: . �. }}.a,..:.a..t,.........................v.•...t..,...,... .v 3. ::2ri ::i:i:::i::;::;;:i:i:'..:i;.:: :i}:':i;. : - .. ..k- a{ ��x-i.>x:i-:?:::{t{..c{•??.-::r::•?::-x.-?:-::.::-xt-:,{.:t-}::::.tt.::.at..a-:::::::.:.,-: .:.r;�::>;;::?: .t-.a.:.a.:::a:..::.a.::.:::.:::::_,.:a �.Y:..:�.{.:.:1�.:{{.}Y}Y}laY:.}:}:.}}:.}:.}Y::.::.:•.::.}Y}:{}:::.:::..>:a:,991, •{�>::>...,n:.:; OCCUPANCY CLASSIFICATION: A-2 :: .3 :..t::.t,,,.:::::::.:_a:.: ?c{ oar:.,-::::.:.:::::::::::::: . ... ,t'.':}z-:z:-;::`z::xri::$;;;;::>:$;::;::;::;:$s2::x ei::::..9999.. .':�z::.;:.}::<{-:{.>};:.:>:.:-•}::::>::;::... ,_a-h-:::}::.{.}t,-::.,i-:_5}. # :::'v.-<a�v-<;.Y,.1:,.1.}>}:;.}»>}:-;}}?i'.: ....:::.:::..: ..:\.:r:::::Y YV.>?19;19;>s::}] :. :n : .,u. 9191 ..r::.. .-....}...:.-:-n......:............}...w+i{_vaa.v_.::::}.v-:. :':: ..`.?f-. :.:h.............. -.4i€ � ': 9919 r-. Pvr'i:.:i ":{-_.n.:n{vfr}r:_:v'i:}_}:.}}}?}:{-:{-}}:tv4v..v 9,999... a aa. --:a:-:. :..........:'.999.::Y•..:.1999.:...:::'.�:�..: :;':.:::: : '� ...h{U.a.:....::-:-::::::::::::9999.-:.:-.vv-,va,.. -__ .::R ,§):•}1191}:::::: :`�::.:::-1119>::. :::::. ah.-; 2y .'k �tr::.... .. 9999 .. .'tv{{2.':•:iii}i}{::ii r. '::Y}}}:.}1991 .:.:ii`;;:i;:Yi;}:::::::{i:::i': ,� CS COVER SHEET A3.11 FINISH FLOOR PLAN NORTH : }:.:{.?"9119}:.}::::::::.?}1911.:,' � .;..9911 n.....-r.t,Y}}}}?ii ........1119\9999.v::::.xv-::v:--•. - ... .v: '¢+��, \. .-»-9111-}}:is}}:}?}}1111 ::}:�:}111::':::2::-{{:'.::�:� '.. ':' .h:........ 9999 v:::.a.v.+Y:t:•:::ih`a4.. i'+ v:::::::::. 9999.9199... t �9999....-.nv::::::..........r...-.}v:Y .... ,a v::::::::::C:-.,v a... g t.:. :.:. ':.: .St:....r.. .. 9911.,?ha .,,,,,90.T.� t 1199 .................. 9999. 9999:,.>:.�:.:���. ... - -t.a- :........:{tt-:-::::::::::-1111:??::-:r.:-}:-x.{:.:i::-::....a{.a..}:.}::x{::.,•..... ,:}}»19;19}1919:.}>: .,.v.}:.:>:.»}:.}:.}}Y:.......»...::::::::::..................::..,.::::..::... .- +.-�'. .•.::•.:.............................................at.,....t.t............., i. =.:>r.}::.}:.}:.Y:.:;. r.:1:�:.:. ':_Y::}}:Y:.:. }.::;;;20:: ::-}:.>Y:.:;;;.}:2� . . ,:{.>:.:;::;.>::. 9 9 9 9 x::?::,,hh Ktt,,,t-.t-::::::....:„...........:.:::....:...ta,va at,..::.::,v..... :..w.'.� 1111.. :::-9191, e.. a.,.:.:...;,.,..::::, le'"' - 2... :I.:.a-..r:::::::::::::::::..:: :::::::::1111:::r.:::::Y::.ta.::.....,, ----- ����...h.'...^.."------°°---_•-•..................a...... - {.>};Y;}}}}:.}}}Y:;;{.::.}}?>:}:} ...�":}:.>}::.:`",��;^•`v.Y>:.>:;:.::: ` .;}:}:�.:.}1199'.;}>}}> <s § .:,�{:.}}r.}}}}}.:-:::}}:::::,:.:•.::::_::::::::::::.:::::::::::::::::::•:::}}1999.>..., _`^�;'::m:. .::v::.:::::..t.. "�`.:�. __ _ _____ _ G0.10 ASSEMBLY TYPE DETAILS A3.12 S & S FINISH FLOOR PLAN SOUTH ::. .:. � .�• s oo sou �� � ---:.9999.----.-.....:..:.:....,.--- } + ........ ..............a.....a-.,a.a, t..,aa i.: .2:}:.::::::::}:.:.}}}:.?:.::{.;Y:;::;:>:9191::>::......:�}..v��:;i.:::} �... '. 3re..R.}:>4{: ::::>`:: ' >._ v.xuuv:::{:{:::.v::::...................:Y:-...:::-::v}1111:::-1111.-:.w::.va•.a-_va..ava ..4..a vl ......................................\'" ..1.::-}::::-.::::.:::.::....................... y.}%::ni?}}-nv-..}:i????i%.......9999.................}Y}Y}i}}::Yi::i::}.x}}}a}�}:.......... ..+v�#.. :: '{i k $ K:� �i�4v:v?'-1119}v..........................................:::::::::::::.aav:.v:::::::::::::-t_a.::'<..-.. .v.................................:......'�(.C�. .........a•..._.a-.+v.a� 9999.. .::v:.Y::.:Y::.}}}:{i{ii{:i{{v,-::.:::::::::::1911. � ' , .: -:..4}.....J.............................r.....:..:.:::: ::......:}vv.�:... 99.99 ... \.Y:YYi:{.:i{.}::.}:Yii:.}:.;:�::.:is}::.::::.:. J .r - }ia..........r.r.......r.................................................a..a..ataa,.,,._..'ta..a�.,a a .......,.::::::'<. ..t.:.:::::::::::.:::::F.::::::..::.::::::::::::::. { aj Y __ __ _ _ ___ _- . \ }1191}}}}Y:}> {Ci: : :Y}}:>:.}}:.:' ::Y?::? SCOPE. .., a 9991 ._ rY.:..t.:?: ..�.: ::: ::::::::::::.:_:::::::::::::::::::::Y:.::::.}:t,{,.a,{<{.,{{{w{:t. .Y ,,», . ., h n 99 ,919.. :. OF WORK R K . :.tt-::::::?::::::._::::::::::::::::::::. :::: ::a :: .::::::a:::_:: 19,99,-:..{ } : . :. : .'y ,xxt.::-::::::.::::r:::::::::::::::::::::::::::::::::::::::::::::::::::::::.:.,a,aa..-:.-...-1111::. .,t..2 .:. v. ::t::. :::.�._:::::::::.:_.v.,:...::.::�:::.:::. �-����:. ..::::..:::;:::::::::::.,�:: : �' f.r':::h-::::::?:::::._.::::r::r::::::::::::t.:::::::::.:ttta:taa.::::::::::::.::::.__.::�::.a..::A� .. `:_ �:: :: : :::._.�::::..:.,.�.}::..:. ,.�.-:.: ::n.:n,.:::.:::.::::.::: G0.21 GENERAL SPECIFICATIONS A3.51 POWER& DATA PLAN NORTH rJ::i.:{.:}x:.??::r?x.??".?:.?--?:.?tt. attY':::.:�.:-:i-:.:-99,91 a:::i{-,.. '•a 9111:::.v::::..v::::.�.:v:.:::::::...::.v:;;91.11,x{'::::.n';:::::.:.._:.....::.Y:-1119 i:2" :.t}9911.>}:•. .+ ...h.....¢.. - .a.............. :,... .. 9,119 •}1191::J:}:•:}119:�:,:2:};}:::Y: +�, ..4 \::: ::::}::-::-}}YYY::.}::i.:}?::-::-::v::{.:}1119:,1111.>:}}1111?11.19 -...<,"..r ..-;. � .'{t _..,: •...........}.....}:-i}}X::-}:ti-i:-}?....'.....n....;x::-:{-:i}:,ii.::nv}?:.a'.t.:::e,-:.:.L-::::..a.a :v i .................................., : : ..v _ •.v:............v........;................uvvnv:.rt-.-.vv..::..v 1999 va a..._......... 9999 - \...................................:::::::::::.::.v:::::::n .."::.:::::::::::.:_:::::.:::. ....a-------------------:..:..t---�----�---t-.--.......a..:.:..:.:..:.,t..>.>::a..a:vaa... .2. ::::._..:....._...... .:::::::::.:::::::::::.:,: .:.�::::::.:::.,_.:::::::::. ♦'kFre. `Y° .. ..:::::a:t:2:,.:::.:a::::::::::::a};..?:}::tt \ i 191 1:{::.v:.�:: . -v :. ...v::::..4.:::::::::.�.: ::::::16: ::i.??:i::%: r:::i::isii>{;:?}:::?:{;::>}}::2:;2;;{}}.a...,..,.....,... ..........:... BUILDING ':P .. $„,kfYt.}r.n....:.:.....:.:.:..:...:...:.:....a.:_.:::.:..v.2,.a..adv::.:!vaaav:::::::::}}v}y.,aa 4 �: {i}:i.}Y::.::i:...- :}: i:.} ., 9991 ':�Yi::.>Y}: }:+.��".::::::.::.::�:::.:.i}1191 v,,,.na,. L`-:..h,v:?an::.::::::::::::.v::{v:x::.v-. y. v.iw,v.::: ...: :::•?`:q.�•.:•::::•:::r:::v. U DING KEY PLAN ,� r..a..,.::::.}:.t,::.::::::::.,.,..:.,-::.:::..�4.�'vx::2.>.>�{{>.ax2:}�}>?t..,?:.}?>}:}>}�:...222::' � :. :. . ?: A 2 9999�.'• ..:.::«11;19:� <.:.::. .:::..<.:: G0.22 GENERAL SPECIFICATIONS 3 5 POWER DATA PLAN�s.�+ 9999 ,; ::-. O & A LA SOUTH -- «9,911:.:.:::::.:.:::::.:::::.:....... . ..<. .�...::::.:::.,:•, r..............::::::::::::a.......:a:,'.a'-9199 9111- ....._:..::::.::::::.:::.:..:::::..:::::::.:....._._..._.. .r...............:. /�/�/���}�'\/\/�/,a, . ,;-.;:...•a;•::.:h•{-.v:.::............ ,.....,...iv2lv.:;.;};;:::::::::.:.:::::::::1119:::'. ... �.'.... ...�:::•:::•:::::::::V"?i. �{/-:.h <}}•.?{;.v.Y;.}w.}.\`•.}•{.:i{.::'•:<iit„»,{W:::Y•, r:•4'•:i.::•::^::::2.::....� 9999. .............,v:::::<.,........+.� 1999 :-'-':�::.:::.:i.:::.:::::?:}v}}}:::n:-::::-:::.:J::{_-h.::{{{{ ..v ..................... 9999. .. ..,.................a........... ..............\,����..................:::...:..:::::.. :.. :::::::.:::::.:�::::.:�.•:::.:...:.::::.,..,y.l+..:±i:\ir::::::::i:::t:::i::::i:::.>."0•:.-.>:.>}}>}>::.9119:.:.. .:. .. ...................:........::Y»......_.a....,t..a........................... 9999. .........................,.t..............................:.:...........w ...........--_. � � ,.,a..:�...:.9991.:::........a,_,.._.................._......_._.._.... ......9999. k 99,99... .......,. ....__a.a..a,..a..............._...._..... 9999 99 {:.Y:>:::::.>:{.>:-:.1:.::»:,:,:,>YY:;Y}Y>:;;.::.{.>'::;;>;.>;}:,:..>:;.;>Y;:;}k.�:.>:;{.»:;.;;v:.:..::::. :. +._: _ .>.::---:.::.:::.:„::.::.h,.:a::::a:,l:::::}aa:.:::::.::::,::::::::: ..::..:. ,}}YY:.;?:.>?::.YYY»>::.Y:::J:.,}::.Y:.Y},::}?}}}}}::';1111;;}}};}>}>}}}>}};};}}}}}::y::.;}}:Y:;;9999-:. �. .-a,aaaa,a,<..:a{t...::::19.19}:::.,,:.,..aa„-1111-.a.: ..- •:::::::::.:-:: •••::•.,....-_.............._............. ........ti......... G0.23 GENERAL SPECIFICATIONS DEMOLITION REFLECTED CEILING PLAN NORTH :.. 99. � , a::...:::.::.::::-:':'-:--'-'----,a,.:_a..�.. ...... ____ �. .._.....: ...:..::.:,:.. ::_.:.::: ..:..:: :::�.:::::::: INTERI R TENANT I P- •--9999. � „, ...:,_,:....__:.::.:.:..:.,.::h::.?....:.:.. . _ � :.::::::: . :::::::::::.�:::.:.a:..:. ::; ::::::: :::::::::::::r<.:.:.::.. O M ROVEMENT AND MINOR EXTERIOR REMODEL OF AN 1111. r ,r �, a..a.»t..----",..a{:.:..:..::..�.:.:,...�.................._...... :. �> ..:,....................................._........._..............._........._.::....:}rr:::: ..:.:9999.. - - -. �..:<•i:::{:::.,..Ya:-:•:..:.....ta.t..,.....aa+,a..�::::::::::.:::::::.:::::::.......... ..t y. 9999:..:.::..::....:::..::.::::....::::...::::::::::::.�::::::::: :::::::::.,... ......... -;-i:::-i:_-Y. ': .. .:.,,,:::.;'{::.}:.:�}:}:ry}r>}iv.Y'6}:::'.:v`...... ........................................ .3 .::.'1111. .': Y•:: ::::.::,.:..::::.::.:::::::::::::::::::::::::::::::::.::::::..S.v:::n.. }` iv......a.a...................,.\999,9 a.a..vaa................................. 999�:..♦ 9999 \.{�mw.:1191.. ...::. 9991 ...:::::.::::::.::::::::::::::::::.::::::::.v:.:.i,y:.v:\. ...,.v:::n,-.a••:v:::::::Y::T,.:::t-:.v:h•:1.:::::.::::::::...:::::::::::: : :...v. ._.. :::¢ :v. •{ ::. :. �s .:::•:::::::::.:::::::::::::::::::::::::::.:.,•::.v:::: r' ,..�..:,..:.,n•}.v::-.,:::.::.:v-,._t:t_.. .....::.............:...-.:-:........ , v. ..,:A. .. 9999. 4............................................�.v........ . . a.::.,a::::.::::::::::::::::::::::::?1119-:.�: : ..:.,,......:.a,.n,.. . , tv {.:::::.::....... .. ............. . . . ..Ao......... A4. 2 1• . ....h..a...........................t<.. __ __ _.......... . . ._. ._ . , ......... G0.30 FIRE, LIFE & SAFTEY PLAN 0 DEM LITI N REEL E ,a: _ �., :...:.a.}�.:}:::::.a-::::.:::::: :.tt..a.::h_:: 9999. .}9,9,99:. � -._ .+::::,..:.::.,..::::.:.:.,:. ...:_.. .... . .. .... ...... ......... O O ECT D CEILING PLAN SOUTH . .. :. ..,{.::::.:::.�:::::::::.::::..::::.::: :a. __.,_-.----------.._...� .A»n, •.. •. :... .::.:..::..:.::..:::..:.::::::::: ::::..2.: .::: EXISTING RESTAURANT COMPRISED OF APPROXIMATELY 7 125 SQUARE :n ::h4u i ,':.:{,{..{{ •:{{9999.. 9999 - .. ..1..:9.999:9999.:....:... .........}u +'"., � '1199.#1111}ii:-i::: . 999 �.1,'.i•:i•:{+:v}}::.::.?::?:-?::?::.::.:>Y:::::.v:.i}'}?:::::::i::::::::::::�:::: :�:::i:�i:::::: :~:: .}},:::: :::•:: ............ v x .v ........................... 9999.......................9999 9999.. .. 1111::r:::v: 1111 :.,:}::.v.:v::: 9999 9999..._ ............ v � v ..........t........v...............v.a..,ay......a.....9999...9999........... ..� ..............,...,............................................ ....9999 ........... 9191 ............ �J x.a..v..v...............ay......vvvt av a.:::.:v.:::.::::::.::::::.:::::::.::::.-..:.'Ti.�.{5 9999.......................................................:..:::..:.:.:...... .......... ............. v ..__... .,.......9999... 9999..�.h.9999.................:.......9999 ...< r......,.....,................................................................. ........... ••••••••. a....a.........a.......................:a. ..a 9999................... -. ,,. .._9999_ . _......................... ........... ........Y............ A4.11 9999. Y a. . ..a----------- ------�--�------ -.. __ _ _ . ............._......................... .......................... .......... G0.60 ACCESSIBILITY STANDARDS REFLECTED CEILING PLAN NORTH :.... ......_ ...._..............::.:.:...:.:::::r:::w•. ,. �.,,,.9999.,.............._,..._»9999 , _,. _. _ _ . A :::: ::•:.:. :::::::::::::::::::::::::::: :::. :::::::::•-2-:: FEET. NEW CONSTRUCTION INCLUDES INTERIOR PARTITION WALLS, ::: ::::::::::::.:::.:.::.:::::::.:.::::.:.......:.,..r ,a, }�----9999.----'-:::.::...:::::- --�--_ .. # .........:...::...._:._.._.............._-.... .::.::::::.::: ...::.?1911' . .._..... ..:::.:: ::>::>:::::::::;,11;12:{Y::>::>:;;�:; } 9999... ..... ................. ...t . ..... .... Er 6 - ,o,'..' ..t...............v,....................9999 9999.9999 9999..............9999. .. L»,. �.. ..vi��. v. ..v..........................................................x.... -...--- 9999............................r... 9999... -..,...............9999.9999.........a... 9999.....................9999. :k. .... .... }................................................>.................. r 9999 F ,..................,...?q.................................................................. 9999... f• ,--.a..............a.......v.:........................................... ... 9999... a ss tti 9999...-....,.{..r...v.............9999 ..............9999.. .. ;� . 999 12 >:::::::::_:>::::_:>::::::::>:;.::::>::>::>::: ::::::>;;>::»::>:�>:?::::,::::::,: _ar.......r.a..:.a.a..-......---a.{. _. .,n _ __.._.. ............. .2 ...._........_............_........{9999... Al A1.10 SITE PLAN 9999... _ .F ---.9999.----9999.--�-��---...:.:t__9999_ _ �n• . .... ..........._........._................................... .......,......_.. S REFLECTED CEILING PLAN SOUTH ...._. ..............__...---...... ..........,...�... }_ E. 9999.. 9999 _:_..........:.. s »99,99... ...__--..........................r.J 99... . , .> 9999------------------------- �...................-,.,-::.{,..:,,,-:::......._...:.::::.:::::: :::::.x�::::::::::::::. FINISHES, CASEWORK AND MINOR MODIFICATIONS TO EXTERIOR 9999... � ., _..-9199..-•---i.n..r.-----t--:lh.:..,..�:9111::: .. :::::::,:. ...----- ..... --�- -- -�-v4------99 ��..r::::.:.:::::::..:.,.:.._....._...,,,:, ............._... .................. r.},i 9999.- - --9991:~~, �:t�a .,::.h..a.. h. . ........... ...............t.t.... .... = J 99... ---�- }.r.� ----•--�'' ............... ............9999. 9999 ... __ ............. _........... ...........,.................................-- .:::::::::::.:::.:::: ;1911:-:;_::::::::>::::i::Y:'_Y 1-�-----.. .....:::}i:;}}>::,r:r 9999... ....r:......v v..t.v:u 4.:. v:.,.....::::......::.:::.�::::::::.:♦�,..�}. 2.::::.v:v::::::::::::..............::" :::: ::::::::::: ::::"a2.................... ,9999..............:.::...�........?i:�::iiY:{:{:::.:.:':.::J..:... 99... .v , -.....:...lv..}..4..a...vv 9999.................................^.FF.. .......................................,.......................................,.................... .._9999_..._....._............:............::.:.::.:..::}::.i x:: ,�w v:v::v:yr..:�..a.0 aw.vv.a..... _..v,»9911 9999 999 9 ... ..........r.J.. v Yi}}i}} '.. ,.':\:,22.:{v.v..a.�a. ...J4..4..a..:t.0.R\ ».:v .v. 1111::::n.�::::::.v:::::::.:..:::::.::.:::::.::::::::::::::::::.:::::::::::. 1111::1991:.::::::::: ,.,y -.- h t ., �.. .. 2........:........._..._.._...._..................._......................}.{..................... .:;.}:-1;-;911{<.i?i:.:{-Y:a:.:,:;:}-Y:-?»;:o:;;>YY:.}:{{.Y.::.�.�:::.r.:../' :1::111 S.St, a __....9,.111,..v.:a-.vv:.?t::vE:4-a::t.-vrv-:.c.-.4 ,v v } t ......................................,.........................................2..................... ....................:........r... 9999, .'t... ..t...t...\v..r-. tt.+�}}.. ,.............................................................................,..................... .......................... ...........................r.. a 9999-9119 ..t sr.,<r}..:. .. ... :::.7�.3 ,Y '� n .::.r::::::::..::::::::::::..:,::::::::::::::::.�::::::.:::::::::.,t::::........:::.::t, .::._.:.�._:::::.�:-::.�::::-1111:9111:..r.:.•::•::::...,r,/J, 9991::x.�.:.t..t...a.r-��:�.t.:.�...:A.�}�:}.... A .1 J...�::{., < ... y .. .-a---- ..�..�.t.:.....�- -A-- r. . . ::.::::.::::...::::::::::.:::::,:::::::::: :::::::::::.. A2.01 DEMOLITION N F R PLAN :._:::::::::::.::::::.:::::::.:::{.:r:}:::.:......,.. . .r 9 ���--,---t---.:.r::.a..rr.�..... .....: ,. #.::.:.:::.::>.:.::..::.::._:::a::::::: :::::::_.:::::::::::: .::::::.:._:::.a:::. O O LOO LAN NORTH ENLARGED RESTROOM PLANS .� .......... ........ PATIO WALL AND ROOF. - --'--r:.::.::::::::.:.....:::.::.,.....::.r....r. .}}:{:.} �„ �. : '9191 Y",;�.�.�.. �: :,2. z............._a: - �. .. x �.. �--�-' 9119::.-"`-'r. v.:.v tAt.t. ,..:•} 9911 h, ,9999 9999 ---9999 9999... .. }_9111::---N 9999 .. r.t.::::� .. � ... ...:.:.....:..:_: _..................... 9999. ., an ----.::,--- -2 ---- < ..............................:.::::::::.:::::::::.�::::::::::::::_9111:. 1111:.�:::_9111 9119 ,� �.{:�:..... -----9999._........-::.:.:.;::;:.�.{.:::::.>::}:' -..{..1111 .{••t i� -- - ``•.'•:/•%J�:i'> 1 1991$ ::.::.:.:.::.::.:::v2:-:.: >}}111;1 '.. .� < 9199.:,1919}t}-' i J: {.,9111.} '- �``at. •.} - .. .. ... 91 �::?::::::;::::;:::;;..2.::i::;:.:.:.::i::i-:;:i:-::-:::-::;;::::::::i........................ M J>,� .} �(�, . :::-::::.:C%:i::i::i::i:}i i}i4?r}ii .:.. ..:4,10'>.' K,C' a )e..: , r� .. "4�.�{., +C , .� : � .-3 ??i.................v........................................,��................ ... - _ .:ii:::ii:'Y.i':::"i::.:::J.rr::::•: ,. .W' ,.JJ. r, 'v... \ "iN' , +/' �!. ._,,'�. aka..,. ... 9999..-'-'2v.... ......: �....../r. 999..!.. `{;::::::i;::i:2:;i;;:iiiiiiii: �.t�: ::.�:::::.�:.�..:}::::::::.�:....... ....r 9999. ..r::::i::Y:}:.: s r I . .,,.:::.:Y. v.t.. .+'ck• `L'x ,v,_. ::::::.k. � .::>:->:;.:.;;;:.;:>;:>±»>:.;:.>;'-;:-;::;.}:;:.;:.;:.;;:-;::_:_-;>-'->:_-:-;::.;::::.::_:.va.�: 9999.. .r./.f. r:..../r...r.1119�.,::a s xf .,. { {t. +. , ,... {, �rfr../r .::::::.r::}:.,,,. }, A2. A7.10 .:::::>::::>:::::>:>:>>::::>:::::::::,{i:: :•:r:J rr,{.:::::.r:.vv�_ r �. a.a.,..a....,-.a�.a.:n«„-::--..--.....::::-_-------::-::-:::::.._:::::::::�:- 02 DEMOLITION FLOOR PLAN SOUTH EXTERIOR ELEVATIONS ...� �...,�,,::..:,,.a f•}:::�v....... . : f::: 2•,..,,{a1v.. , rJ•. t. .--•-�--...-•-"----- , ,t...::___.t.._,.. ,:.8..,} { 9___999__ :-:::C:YJ ri: �':Ii..JJ..i}Y::f.:{.}�i}.444. '3 :.i:-Y?Y-1111:::.iv?1111:ryv:;..,....:hy}:4:•:v:::.:. 1999 � ' ,. w:::...:h.. V.3•............ ........... -.. 99.99. .- h•....:r r.•}i::•.. ..Y +} �..vi:{.i::Y:�::: :.:J.r::r:::.:.�.:::rir:��••:i:�i:. rrJr:::nv::::: :........ 1. ... -. v : a...::::::::.:-::r 1911::'-11'91�.�:.: ,::_ ii '•JY:1 .r.JJ r:... L'.::-19'1,rt..............:.. '>, 9,,999•.v:.}.:��y� ,: ,•, x ; ::: ...,r:...:...,.. .:<.Y�..t...h,.t.t,:.:,> :.::.::::iiiriiii::':�:.x{::;: rl...,..1,r..../::�� ,:,� ,.,l.Y� .Y` e, # .. e� Q ':.r,- %/.,.r..:::::/.•r:.�iJ.. ..:zs r. �+, llL.1 AV.10 .r.......r.: .�. 0 FLOOR PLAN MASTER INTERI R LEVA ;_;:.:_:ii::i::i:::::::<:is<% ,:::: .;J,.:........... fir•:{>.>:>,.>::» a"� �`. 9999 �+ �-:;<:>:< ::::::::><::<:<:: .:::::. 99_,99 .. �, � ,E k :� � -��` A2 11 FLOOR PLAN NORTH A11 20 EXTERIOR DETAILS • 9999. ,,, �;.,,.,._�-:_:-:_:���`��a -�, f.: E :>�r.:• k ` , ...,t,a„ r1 _i FLOOR PLAN SOUTH•� r A11.50 INTERIOR DETAILS �. INTERIOR DETAILS { 217 z,'= .'z��`"•., "� > .r .a.. ti ,k>.:;::.;:-;;:;.._;;=1111}11;11, ,+:, - Al2.20 DOOR AND RELITE SCHEDULE � -�: ,r ,e �.�°� -:� �#.: t. 0 3' -{v 99,99' d ........... ...............................:............. Y,t3:_--9999 �a1- _ i:::}inv:::.v::::.v:::::::.v::::n'F:::::n,...:::::.vi::. :::::::::.:.v::: �::i{„y +s{ R <::?1111': ::i:::: $.} j� ,}, '.� . y � . » o- .1"?. : 9999 .] ;T: ,•,vF.: 7 a av .a.:{\\\\44},1•Y 4•vtvt.�:.;i + ?af *; fit$ \,,,9999..-` f..... { ARCHITECT/INTERIOR DESIGNER LANDLORD/TENANT COORDINATOR MECHANICAUELECTRICAUPLUMBING Y• i,�..::; '::_ 9999._ 3 3. Vii; ` 1' s i _ .2 MYHRE GROUP ARCHITECTS MACERICH TBD .-'`• a ` = 9999. '- '' 2': ' t.: SUITE 400 9585 SW WASHINGTON SQUARE ROAD t• '.-x .xuv...ty>:f:�avra.., # k � � d.F .n(RI,3 l �$'. {"xl n - - Z-,-: it 99{99..+:...,..,,,.,. + .a4 v5gi'•:< h-, J t- v 2 j ,x,. _ _......... -- :A.. 999 9 .. 9919.'" .Yh • , ... a. - -� 97205 . n»...,•.•_ L '••' L ::' .a„�k i.°nr§'4}' 3�. 'PVJ. a i'k•a" : .- 9�,'±C +9999. v •' 2 : -< ;14,.. . .: ;„ „ Ax P: 503.236.6000 PORTLAND OREGON 97223 : - F 503.236.7500 >".{ _� -. .. � 9999 9999...:. we a �Y'v • • 503.352.8884 xt 2= F: 503.620.5612 F: CONTACT: MICHAEL MCLAUGHLIN: michaelm @myhregroup.com VALUATION OF CONSTRUCTION LEGAL DESCRIPTION LIZ KALE: lizk @myhregroup.com CONTACT: CONTACT: TOMOMI MARIAN TBD LOT NUMBER RNO STATE ID SECTION W406957 R2124272 1S135BA03600 GENERAL CONTRACTOR TENANT SHORE CONSTRUCTION INC. FORESIGHT DEVELOPMENT 2206 SE WASHINGTON 829 SE 9TH AVE. MILWAUKIE, OR 97222 SUITE 201 P: 503.314.7380 PORTLAND, OREGON 97214 CCB # 120329 P: 503.236.2696 CONTACT: F: 503.221.2152 SHAWN SHORE: shoreconst@gmaii.com CONTACT: PERMIT JOHN PLEW DAN LENZEN REVIEW TYPICAL ABBREVIATIONS TYPICAL MATERIAL TAGS TYPICAL SYMBOLS NOTES: 1 NOT ALL ABBREVIATIONS SHOWN MAY BE USED NOTES: NOT ALL MATERIAL TAGS SHOWN MAY BE USED NOTES: NOT ALL SYMBOLS SHOWN MAY BE USED SPECIAL I ECTION REQUIRED 2 ABBREVIATIONS MAY BE USED IN CONJUNCTION WITH EACH OTHER State of Oregon Structural Specialty Code m TAG DESCRIPTION ® Concrete and Reinforcing Steel C ANGLE ELEV ELEVATOR OTS OPEN TO STRUCTURE I ACT- ACOUSTICAL CEILING TILE NUMBER CI Bolts Installed in Concrete r C CENTER LINE ENCL ENCLOSURE Thirshi lion I CHANNEL ENM ENAMEL PL PLATE or PLASTIC LAMINATE or I BMU-__ BRICK MASONRY 0 Special Moment-Resisting Concrete Frame (,,,,,..,_._:__,,,0 DEGREE(S) EO ELECTRIC OUTLET PROPERTY LINE 0 DIAMETER ETR EXISTING TO REMAIN PT PRESSURE TREATED CPT- CARPET CELL Q Reinforcing Steel &Prestressing Steel Tendons i,4. " INCH (ES) EX EXISTING PWD PLYWOOD CON- CONCRETE A _ _ Al y,�uctural Welding -- �O.MO 0.00 FOOT (FEET) EXT EXTENSION or EXTERIOR CI High-Strength Bolting .r # NUMBER QT QUARRY TILE CG-__ CORNER GUARD -i- PERPENDICULAR (F) FIELD DATA QTY QUANTITY LETTER SHEET 0 Structural Mason ICU O Q QU Masonry k P PLATE (FA) FIELD ADJUSTED CMU- CONCRETE UNIT MASONRY C3 Reinforced Gypsum Concrete ,,N F x BY ( 2x4 ) F&I FURNISH & INSTALL (R) REMOVED REFERENCE GRID LINES BUILDING SECTION y:; < FRC- _ FIBER REINFORCED CONCRETE 0 Insulating Concrete Fill riliti &giill FA FIRE ALARM R RADIUS, RISER AB ANCHOR BOLT FABX FIRE ALARM BOX RB RESILIENT BASE FRP-_ FIBERGLASS REINFORCED PANEL/ PLASTIC D Spray Applied Fire-Resistive Materials A/C AIR CONDITIONING FE FIRE EXTINGUISHER & BRACKET RD ROOF DRAIN FGS- FRAMED GLAZING SYSTEMS 1 CELL CELL 0 Pilings, Drilled Piers and Caissons - ACT ACOUSTICAL CEILING TILE FEC FIRE EXTINGUISHER CABINET RELOC RELOCATE(D) or(ION) -- �►- g AD AREA DRAIN FF FINISHED FLOOR REPL REPLACE GMU- _ GLASS BLOCK MASONRY 4 Al 2 / A ® Shotcrete ADJ ADJUST(ABLE) FFE FINISH FURNISH EQUIP or REQ REQUIRED A 0 10 �0.�0 AFF ABOVE FINISH FLOOR FURNITURE FIXTURE EQUIPMENT RET RETURN or RETENTION GL-__ GLAZING ® Special Grading,Excavation and Filthy ALT ALTERNATE, ALTERNATIVE FND FOUND(ATION) RF RESILIENT FLOORING 3 SHEET SHEET 0 Smoke-Control Systems THIRSTY LION PUB&GRILL AOS APPARENT OPENING SIZE FO FACE OF RM ROOM GYP-__ GYPSUM BOARD /SHEATHING a Other Inspections FOC FACE OF CONCRETE RO ROUGH OPENING INTERIOR ELEVATION TAG PARTIAL SECTION - BATT BATE INSULATION FOF FACE OF FINISH RT RESILIENT TILE GT--- GROUT BD BOARD FOM FACE OF MASONRY MF-__ METAL FLASHING BLDG BUILDING FOS FACE OF STEEL or FACE OF STUD SAC SUSPENDED ACOUSTIC CEILING BLK BLOCK FOW FACE OF WALL STN STONE SLABNENEER Ml-_ MIRROR CELL CITY OF TIGARD 10145 SW WASHINGTON BLKG BLOCKING SV SHEET VINYL Approved...... .{.,.,............»...t - SQUARE RD. MP-__ METAL PANEL Al -NUMBER +Conditional) A robed 4 TIGARD, OREGON BMU BRICK MASONRY UNIT GMU GLASS MASONRY UNIT SYM SYMBOL OR SYMMETRICAL Y Approved...... o� BO BOTTOM OF GYP GYPSUM T TEMPERED OR TILE OR TREAD MR- METAL ROOFING '•00 See Letter to:. ------•- [ I ' ` BOC BACK OF CURB GYP BD GYPSUM BOARD T&B TOP & BOTTOM SHEET o'-oo"AFF A ,, ,,,, , P- PAINT Pemnit N' mb+�:� �� '�°,�t BOT BOTTOM GYP SH GYPSUM SHEATHING ' T&G TONGUE & GROOVE -- ri y BS BOTH SIDES TD TRENCH DRAIN - . 0 B HCAP HANDICAPPED THK THICK(NESS) PL-__ PLASTIC LAMINATE EXTERIOR ELEVATION TAG CEILING HEIGHT TAG By �I�►- Date. �da' I'd CB CATCH BASIN HDRL HANDRAIL T/M TO MATCH PC- __ PRECAST CONCRETE, ARCHITECTURAL (REFERENCED FROM LEVEL BELOW) CBA CEMENT BACKER BOARD HDW HARDWARE TO TOP OF DES y CFCI CONTRACTOR FURNISHED HT HEIGHT TOD TOP OF DECK I CT-__ QUARRY TILE . . CONTRACTOR INSTALLED HVAC HEATING, VENTILATING, &AIR TOP TOP OF PARAPET or TOP OF RB-__ RESILIENT BASE •CFO' CONTRACTOR FURNISHED CONDITIONING PAVEMENT I '' o * OWNER INSTALLED TOR TOP OF ROOF RF- RESILIENT FLOORING ROOM NUMBER ROOM-....--ROOM NAME CG CORNER GUARD JAN JANITOR NAME �. G CO GU TOS TOP OF SLAB or TOP OF STEEL - ocfoA DOOR LETTER ROOM NUMBER """'"' ' �� CJ CONTROL JOINT JC JANITOR'S CLOSET TOW TOP OF WALL RP- RESILIENT PANEL 1 000 o CL CENTER LINE T-STAT THERMOSTAT Other o CLG CEILING LAV LAVATORY TS TUBE STEEL SD-__ SIDING "" "` cv CLO CLOSET LOC LIMITS OF CONSTRUCTION TYP TYPICAL SF-__ SPECIALIZED FINISH DOOR TAG ROOM TAG Approved plans w CLR CLEARANCE) PP • w _ CMU CONCRETE MASONRY UNIT MAX MAXIMUM UNO UNLESS NOTED OTHERWISE I SSM-__ SOLID SURFACING MATERIAL shall be Ofl JO& site. REV DATE FILE 59 CP CEMENT PLASTER MDF MEDIUM DENSITY FIBERBOARD UOS UNDERSIDE OF STRUCTURE co I ST- SURFACE TREATMENT �,- - - _ DETAIL BUBBLE CPT CARPET MI MIRROR __ cp CSMT CASEMENT MIN MINIMUM VCT VINYL COMPOSITE TILE _ 1 / CELL 1 CSWK CASEWORK MO MASONRY OPENING VEN VENEER STN- _ STONE, STONE VENEER 1 1 OHIO', P E CT CERAMIC TILE MTL METAL VERT VERTICAL I T-__ TILE 1 Al 1 NOTE: CTR CENTER VIF VERIFY IN FIELD I 1 A 0.0 III SEE SHEET FOR ri CTSK COUNTERSINK (N) NEW I WC-__ WALL COVERING 1 1 SHEET IFC01I MORE INFORMATION _1 N&C NAIL & CAP W WEST or WIDTH (WIDE) - �%. ... aro a) WD WOOD, WOOD VENEER ri DEMO DEMOLITION N&D NAIL & DISK W/ WITH -- I�-° DIA DIAMETER N&T NAIL &TIN WD WOOD or WOOD VENEER WOM- WALK OFF MAT DETAIL REFERENCE BUBBLE FLOOR/CEILING/ROOF ASSEMBLY TAG > DIM DIMENSION NIC NOT IN CONTRACT WF WIDE FLANGING P. DN DOWN NTS NOT TO SCALE WG WIRE GLASS L N DP DAMPPROOFING or DIMENSION WH WATER HEATER in POINT OC ON CENTER W/O WITHOUT CELL cz PM: L. KALE DW DISHWASHER OD OUTSIDE DIAMETER or W PANEL WOOD PANELING A OVERFLOW DRAIN WRGB WATER RESISTANT GYPSUM Al PA: M. MCLAUGHLIN o (E) EXISTING OFCI OWNER FURNISHED WALL BOARD .0.01 ©4 NOTE: DRAWN BY: _L EA EACH CONTRACTOR INSTALLED WF WELDED WIRE FABRIC 0© SEE SHEET FOR JOB NO: 092020 WV VF EXPANSION BOLT OFO! OWNER FURNISHED OWNER SHEET MORE INFORMATION DATE: 07.28.2010 //n� \.J °a E EJ EXPANSION JOINT INSTALLED .m - EL ELEVATION OH OVERHEAD a DETAIL REFERENCE TAG WALL ASSEMBLY TAG c N 0- - :i- ' >,(D L N CS I-.3 , -) o c0 N N N COVER SHEET o = 0 oa- '''1 cA o I I I I I • 1 I 2 1 3 I 4 j 5 1 6 .<. . GROUP GENERAL NOTES architects 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com NOTE: A. CODE SUMMARY SHEETS INDICATE CODE REQUIREMENTS ONLY AND MAY BE ASSEMBLY TO EXTEND FROM TOP OF FLOOR STRUCTURE TO UNDERSIDE OF CEILING SUPERCEDED BY OWNER/TENANT REQUIREMENTS DESCRIBED ELSEWHERE IN THE ASSEMBLY ABOVE CONTRACT DOCUMENTS. , 2X STUDS @24"O.C. 2X STUDS @24"O.C. BATT INSULATION ( ,D.A�I'�. MIN 1-1/2"THICK . . , . .. �.. ... .. .. .. . .: . . ... ..... ,. r . .. . . .-.... -- - .-.. :.>.. .. -. _ .. � �_..rte.,: . --- ( J: Y R. ,�..." Eli 4 ilo ASSEMBLY NOTES fi ' c�• •E ` A. ASSEMBLY COMPONENTS SHOWN HERE REFLECT THE MAJOR CONSTRUCTION POR I AND,OR MATERIALS;ADDITIONAL AND ALTERNATE MATERIALS AND/OR CONSTRUCTION METHODS MAY BE INDICATED IN REFERENCED ASSEMBLIES. ` � �F ORS EPDXY PAINT 1/2"DENSSHIELD B. PROVIDE NECESSARY STRUCTURAL BLOCKING, BACKING, FRAMING WITHIN THE (1)LAYER 5/8"GYP BD EA SIDE AND TILE;TBD TILE BACKER APPROPRIATE WALLS FOR WALL-MOUNTED FIXTURES,ACCESSORIES, FURNISHINGS AND EQUIPMENT. VERIFY CONDITIONS AT EXISTING WALLS TO RECEIVE FIXTURES. ADVISE ARCHITECT OF RECORD OF ANY CONDITIONS DETRIMENTAL TO INSTALLATION. ©MYHRE GROUP ARCHITECTS C. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE INTEGRITY IS TO BE MAINTAINED THESE DRAWINGS ARE THE PROPERTY OF MYHRE GROUP ARCHITECTS AND ARE NOT AT PENETRATIONS FOR ELECTRICAL, MECHANICAL, PLUMBING AND CONDUITS, PIPES TO BE REPRODUCED IN ANY MANNER,EXCEPT AND SIMILAR SYSTEMS AND IS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF WITH MYHRE PRIOGROUP WRITTEN A APPROVAL GOVERNING CODES,AUTHORITIES OR OWNER REQUIREMENTS,WHICHEVER IS MORE RESTRICTIVE. NON-RATED INTERIOR PARTITION TYPICAL 'DAMP' INTERIOR PARTITION D. WALL ASSEMBLIES: PROVIDE TYPE"X"GYPSUM BOARD THROUGHOUT, UNLESS NOTED A B OTHERWISE. PROVIDE WATER RESISTANT GYPSUM BOARD TYPE"X"AT ALL ROOMS BUILDING KEY PLAN ED SCALE: NTS SCALE: NTS WHERE PLUMBING FIXTURES OCCUR. PROVIDE GLASS-MAT WATER-RESISTANT GYPSUM BOARD TYPE"X"AT ALL HIGH HUMIDITY AREAS. E. PROVIDE SOUND ATTENUATING BATT INSULATION FULL HEIGHT OF WALL AT ALL TOILET .... ROOM WALLS. _:::_ ::- J. WHERE LARGER STUDS O R FURRING ARE REQUIRED TO CO VER DUCTS PIPING ... CONDUIT ETC. THE LARGER STUD SIZE OR FURRING S HAL L BE PROVIDED AND SHALL EXTEND THE FULL SURFACE OF THE WALL LENGTH AND HEIGHT T WHERE THE FURRING A-..: OCCURS. K. STAGGER VERTICAL AND HORIZONTAL JOINTS OF GYPSUM BOARD IN ALL CONDITIONS, UNLESS NOTED OTHERWISE. L. INSTALL CONTINUOUS FIRE SEALANT AT TOP AND BOTTOM OF WALLS AS REQUIRED TO MAINTAIN RATINGS. M. APPLY VAPOR BARRIER AT INTERIOR SIDE OF ALL EXTERIOR WALLS BENEATH FINISH MATERIAL WHERE ALTERATIONS OCCUR,TYPICAL. D WOOD VENEER 6 1/2" OVER 2 LAYERS OF / / 3/4"PLYWOOD. co ,. .X5/8„ PAINTED GYP.GYP. BD. PARTIAL HEIGHT PERMIT WALL. j REVIEW z O W J . W W W .. EXISTING COLUMN C T 1ürsiLon • WOOD BASE TO ..,: MATCH EXISTING. v7te".... h 2X STUDS 1! , i - - -. , .77X ..I- i ....._, ' ,_ _ _. . , „,,„.. ,, ,,,,,,,, _.:,,,,:„....„.„..,,,, ,...,,,,,,„ , .,....... pub &grill C3 COLUMN WRAPPING DETAIL PARTIAL HEIGHT INTERIOR PARTITION A 11.511 SCALE: 1 1/2”= 1 C SCALE: 1 1/2"= 1-0" SIMPSON DTC CLIP TO 2 X 6 FLAT SIMPSON DTC CLIP TO EXISTING ROOF BLOCKING @ 32"O.C. a JOIST @ 32"O.C. ' a ' THIRSTY LION PUB&GRILL . Q Q .....,-- ii 111 iii- — 1 OM 7 \ ■, MI EXISTING CEILING ASSEMBLY TO REMAIN EXISTING CEILING ASSEMBLY TO REMAIN y FIRE CAULKING @ RATED WALLS j FIRE CAULKING @ RATED WALLS 10145 SW WASHINGTON SQUARE RD. 11' DOUBLE TOP PLATES ' DOUBLE TOP PLATES TIGARD,OREGON li WALL ASSEMBLY PER PLANS j_- WALL ASSEMBLY PER PLANS B :i =1 I. C) II * PERPENDICULAR TO JOISTS * PARALLEL TO JOISTS u) B3 CONNECTION AT UNDERSIDE OF STRUCTURE (NON-LOAD BEARING) W G0.10 SCALE: 1 1/2"= 1-0" w REV DATE FILE u) F.."-- 0 w o Q 5/8"GYP BD —I co = 3-1/2"MIN. E STUD !IiiIIiAF■IKII METAL HANDDRAIL ai Q ..�._ TO TURN CORNERS c a N U u) w0 PLAN c.1-- w a Er- O U2 g HSS VERTICAL O < ct 2-112"X2-1/2"X3/16" N W STEEL TUBE POST 6 WALL ASSEMBLY PM: L. KALE E s1 PER PLAN O z PA: M. MCLAUGHLIN A 0 > 0 w 3/4" r° DRAWN BY: °o BOTTOM PLATE _ X L FIRE CAULKING @ RATED WALLS fj 3-1/2"X 8"X 3/16" JOB NO: 092020 O • 0 0 STEEL PLATE DATE: 07.28.2010 c S E :.1,1 'i� FINISH FLOOR I '0. r I O . ` ��►�1 a MATCHING PROVIDED �/ PliMv ANCHORS o (E)CONRETE SUBFLOOR ISOMETRIC (4)1/2"DIAM G0 . 10 ▪N '; BOLT ANCHORS WITH 0 N 2-1/2"MIN EMBED CNI o ASSEMBLY TYPE �, o A3 CONNECTION AT FLOOR A5 HANDRAIL @ ELEVATED DINING & DETAILS �°oy G0.10 SCALE: 1 1/2"= 1-0" G0.10 SCALE: 1 1/2"= 1-0" ca 0 0 I I I I I 1 1 2 1 3 I 4 1 5 1 6 DIVISION 1 - GENERAL REQUIREMENTS DIVISION 1 - GENERAL REQUIREMENTS DIVISION 1 - GENERAL REQUIREMENTS DIVISION 1 - GENERAL REQUIREMENTS DIVISION 6 - WOOD PLASTICS AND DIVISION 6 - WOOD PLASTICS AND • G o u P ' ' a r c h i t e c t s (CONTINUED) (CONTINUED) (CONTINUED) COMPOSITES COMPOSITES (CONTINUED) 70OSW Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com SECTION 010000 - GENERAL REQUIREMENTS SECTION 013300 - SUBMITTAL PROCEDURES SECTION 017700 - CLOSEOUT PROCEDURES (CONTINUED) SECTION 024119 - SELECTIVE STRUCTURE DEMOLITION SECTION 061000 - ROUGH CARPENTRY SECTION 061600 - SHEATHING (CONTINUED) 1.1 INCLUDED ITEMS (CONTINUED) 1.1 GOVERNING CODES 1.2 COMPLETION 1.3 PREPARATION 1.1 INCLUDED ITEMS 3.1 EXECUTION A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR A. ALL MATERIALS, EQUIPMENT,AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE SUBMITTING SHOP DRAWINGS, PRODUCT DATA SAMPLES,AND OTHER SUBMITTALS. A. PRELIMINARY PROCEDURES: BEFORE REQUESTING OBSERVATION FOR DETERMINING A. SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND A. LUMBER: DOC PS 20 AND APPLICABLE RULES OF GRADING AGENCIES INDICATED. IF NO A. DO NOT USE MATERIALS WITH DEFECTS THAT IMPAIR QUALITY OF SHEATHING OR PIECES FOLLOWING APPLICABLE CODES, REGULATIONS,STANDARDS, LAWS, STATUES, DATE OF SUBSTANTIAL COMPLETION, COMPLETE THE FOLLOWING. LIST ITEMS BELOW DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, GRADING AGENCY IS INDICATED, PROVIDE LUMBER THAT COMPLIES WITH THE THAT ARE TOO SMALL TO USE WITH MINIMUM NUMBER OF JOINTS OR OPTIMUM JOINT • D ORDINANCES AS REQUIRED BY LOCAL AND STATE AUTHORITIES HAVING JURISDICTION THAT ARE INCOMPLETE IN REQUEST: STREETS,WALKS, WALKWAYS,AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. APPLICABLE RULES OF ANY RULES-WRITING AGENCY CERTIFIED BY THE ALSC BOARD OF ARRANGEMENT. ``C}4,,FOR THIS PROJECT(LATEST EDITION): 1.2 SHOP DRAWINGS REVIEW. PROVIDE LUMBER GRADED BY AN AGENCY CERTIFIED BY THE ALSC BOARD OF �1. PREPARE A LIST OF ITEMS TO BE COMPLETED AND CORRECTED(PUNCH LIST),THE B. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REVIEW TO INSPECT AND GRADE LUMBER UNDER THE RULES INDICATED. B. CUT PANELS AT PENETRATIONS, EDGES,AND OTHER OBSTRUCTIONS OF WORK; FIT y If ' 'EY R. ' 1. INTERNATIONAL BUILDING CODE (IBC) A. SHOP DRAWINGS: PREPARE PROJECT-SPECIFIC INFORMATION, DRAWN ACCURATELY TO VALUE OF ITEMS ON THE LIST,AND REASONS WHY THE WORK IS NOT COMPLETE. REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND TIGHTLY AGAINST ABUTTING CONSTRUCTION, UNLESS OTHERWISE INDICATED. W k RE �0- SCALE. DO NOT BASE SHOP DRAWINGS ON REPRODUCTIONS OF THE CONTRACT FACILITIES TO REMAIN. B. ENGINEERED WOOD PRODUCTS: PROVIDE ENGINEERED WOOD PRODUCTS ACCEPTABLE I . )-3 2. AMERICANS WITH DISABILITIES ACT(ADA) DOCUMENTS OR MANUFACTURERS'STANDARD PRINTED DATA. 2. ADVISE OWNER OF PENDING INSURANCE CHANGEOVER REQUIREMENTS. TO AUTHORITIES HAVING JURISDICTION AND FOR WHICH CURRENT MODEL CODE C. USE COMMON WIRE NAILS, UNLESS OTHERWISE INDICATED. SELECT FASTENERS OF SIZE • E 1.3 PRODUCT DATA/SAMPLES C. TEMPORARY SHORING: PROVIDE AND MAINTAIN SHORING, BRACING,AND STRUCTURAL RESEARCH OR EVALUATION REPORTS EXIST THAT SHOW COMPLIANCE WITH BUILDING THAT WILL NOT FULLY PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED PO LAND,OR • 3. INTERNATIONAL FIRE CODE(IFC) 3. SUBMIT SPECIFIC WARRANTIES, WORKMANSHIP BONDS, MAINTENANCE SERVICE SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT, CODE IN EFFECT FOR PROJECT. TO VIEW OR WILL RECEIVE FINISH MATERIALS. MAKE TIGHT CONNECTIONS. INSTALL AGREEMENTS, FINAL CERTIFICATIONS,AND SIMILAR DOCUMENTS. SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN,AND TO FASTENERS WITHOUT SPLITTING WOOD. , 4. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) A. SAMPLES: SUBMIT SAMPLES FOR REVIEW OF KIND,COLOR, PATTERN,AND TEXTURE FOR PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF 2.1 WOOD-PRESERVATIVE-TREATED LUMBER A CHECK OF THESE CHARACTERISTICS WITH OTHER ELEMENTS AND FOR A COMPARISON 4. OBTAIN AND SUBMIT RELEASES PERMITTING OWNER UNRESTRICTED USE OF THE CONSTRUCTION BEING DEMOLISHED. D. COORDINATE WALL SHEATHING INSTALLATION WITH FLASHING AND JOINT-SEALANT �F ��� OF THESE CHARACTERISTICS BETWEEN SUBMITTAL AND ACTUAL COMPONENT AS A. PRESERVATIVE TREATMENT BY PRESSURE PROCESS: AWPA C2, EXCEPT THAT LUMBER 5. UNIFORM PLUMBING CODE(UPC) WORK AND ACCESS TO SERVICES AND UTILITIES. INCLUDE OCCUPANCY PERMITS, INSTALLATION SO THESE MATERIALS ARE INSTALLED IN SEQUENCE AND MANNER THAT DELIVERED AND INSTALLED. OPERATING CERTIFICATES,AND SIMILAR RELEASES. 1.4 SELECTIVE DEMOLITION, GENERAL THAT IS NOT IN CONTACT WITH THE GROUND AND IS CONTINUOUSLY PROTECTED FROM PREVENT EXTERIOR MOISTURE FROM PASSING THROUGH COMPLETED ASSEMBLY. 6. INTERNATIONAL MECHANICAL CODE(IMC) LIQUID WATER MAY BE TREATED ACCORDING TO AWPA C31 WITH INORGANIC BORON SECTION 016000 - PRODUCT REQUIREMENTS 5. PREPARE AND SUBMIT PROJECT RECORD DOCUMENTS, OPERATION AND A. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT (SBX). E. DO NOT BRIDGE BUILDING EXPANSION JOINTS; CUT AND SPACE EDGES OF PANELS TO 7. NATIONAL ELECTRICAL CODE(NEC) MAINTENANCE MANUALS, FINAL COMPLETION CONSTRUCTION PHOTOGRAPHS, REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO MATCH SPACING OF STRUCTURAL SUPPORT ELEMENTS. ©MYHREGROUPARCHITECTS 1.1 INCLUDED ITEMS DAMAGE OR SETTLEMENT SURVEYS, PROPERTY SURVEYS,AND SIMILAR FINAL COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS. B. KILN-DRY LUMBER AFTER TREATMENT TO A MAXIMUM MOISTURE CONTENT OF 19 THESE DRAWINGS ARE THE PROPERTY OF MYHRE GROUP ARCHITECTS AND ARE NOT 8. UNDERWRITER'S LABORATORIES STANDARDS(UL) RECORD INFORMATION. PERCENT. DO NOT USE MATERIAL THAT IS WARPED OR DOES NOT COMPLY WITH F. COORDINATE SHEATHING INSTALLATION WITH INSTALLATION OF MATERIALS INSTALLED TO BE REPRODUCED IN ANY MANNER,EXCEPT A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR B. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST REQUIREMENTS FOR UNTREATED MATERIAL. WITH MYHRE PRIOR SELECTION OF PRODUCTS FOR USE IN PROJECT; PRODUCT DELIVERY,STORAGE,AND DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED BY ARCHITECT, OVER SHEATHING SO SHEATHING IS NOT EXPOSED TO PRECIPITATION OR LEFT EXPOSED 9. LOCAL UTILITY COMPANY REQUIREMENTS 6. DELIVER TOOLS, SPARE PARTS, EXTRA MATERIALS,AND SIMILAR ITEMS TO LOCATION AT END OF THE WORKDAY WHEN RAIN IS FORECAST. HANDLING; MANUFACTURERS'STANDARD WARRANTIES ON PRODUCTS;SPECIAL DESIGNATED BY OWNER. LABEL WITH MANUFACTURER'S NAME AND MODEL NUMBER ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING C. MARK LUMBER WITH TREATMENT QUALITY MARK OF AN INSPECTION AGENCY APPROVED 10. INDUSTRIAL SAFETY AND HEALTH LAWS AND REGULATIONS WARRANTIES; PRODUCT SUBSTITUTIONS;AND COMPARABLE PRODUCTS. WHERE APPLICABLE. SELECTIVE DEMOLITION, CLEANED,AND REINSTALLED IN THEIR ORIGINAL LOCATIONS BY THE ALSC BOARD OF REVIEW. G. INSTALLATION OF FLEXIBLE FLASHING: 1.2 SUBMITTALS AFTER SELECTIVE DEMOLITION OPERATIONS ARE COMPLETE. 11. ENERGY CODES 7. MAKE FINAL CHANGEOVER OF PERMANENT LOCKS AND DELIVER KEYS TO OWNER. 1.5 DISPOSAL OF DEMOLISHED MATERIAL D. APPLICATION: TREAT ALL ROUGH CARPENTRY, UNLESS OTHERWISE INDICATED. 1. INSTALL FLEXIBLE FLASHING PER MANUFACTURER'S WRITTEN INSTALLATION BUILDING KEY PLAN ED A. PRODUCT LIST: SUBMIT A LIST, IN TABLE FORM,SHOWING SPECIFIED PRODUCTS. ADVISE OWNER'S PERSONNEL OF CHANGEOVER IN SECURITY PROVISIONS. 2.2 FIRE-RETARDANT-TREATED MATERIALS REQUIREMENTS AND IN ACCORDANCE WITH THE RECOMMENDATIONS OF AAMA 2400. 12. SHEET METAL AND AIR CONDITIONING CONTRACTORS'NATIONAL ASSOCIATION INCLUDE GENERIC NAMES OF PRODUCTS REQUIRED. INCLUDE MANUFACTURER'S NAME A. GENERAL: EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE RECYCLED,REUSED, STANDARDS(SMACNA) AND PROPRIETARY PRODUCT NAMES FOR EACH PRODUCT. 8. COMPLETE STARTUP TESTING OF SYSTEMS. SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN OWNER'S PROPERTY, A. GENERAL: COMPLY WITH PERFORMANCE REQUIREMENTS IN AWPA C20(LUMBER)AND 2. INSTALL FLEXIBLE FLASHING FOLLOWING THE SHINGLE PRINCIPLE OF OVERLAPPING r I REMOVE DEMOLISHED MAT ER I ALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM AWPA C27(PLYWOOD). MATERIALS. OVERLAP FLEXIBLE FLASHING WITH AIR BARRIER PER MANUFACTURERS 13. AMERICAN SOC IETY OF HEATIN G REFRIGERATING AND AI R CONDITIONING ENGINEERS PRODUCT SUBSTITUTIONS 9 SU BMIT TEST/ADJUST/BALANCE R E CO R D S IN AN EPA-APPROVED LANDFILL. RECOMMENDATIONS. STANDARDS(ASHRE) B IDENTIFY FIRE-RETARDANT-TREATED WOOD WITH APPROPRIATE CLASSIFICATION ` ,A. SUBSTITUTION REQUESTS: SUBMIT THREE COPIES OF EACH REQUEST FOR 10.TERMINATE A ND REMOVE TEMPORARY FACILITIES FROM PROJECT SITE ALONG WITH 1.6 SALVAGING DEMOLITION WASTE 3. COVER FLEXIBLE FLASHING WITH FINISH MATERIAL WI THIN THE MANUFACTURERS MARKING OF TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING B. THE CODES OR STANDARDS LISTED ABOVE ARE NOT MEANT TO BE INCLUSIVE. SHOULD CONSIDERATION. IDENTIFY PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE MOCKUPS, CONSTRUCTION TOOLS,AND SIMILAR ELEMENTS. RECOMMENDED TIME. JURISDICTION. OTHER CODES OR STANDARDS NOT MENTIONED BE IN EFFECT,THEN THEY SHALL BE REPLACED. INCLUDE SPECIFICATION SECTION NUMBER AND TITLE AND APPLICABLE A. SALVAGED ITEMS FOR REUSE IN THE WORK: :}-> .. <:;; ADHERED TO IN STRICT COMPLIANCE. DRAWING NUMBERS AND TITLES. 11.ADVISE OWNER OF CHANGEOVER IN HEAT AND OTHER UTILITIES. C. FOR EXPOSED ITEMS INDICATED TO RECEIVE A STAINED OR NATURAL FINISH, USE H. AIR BARRIERS: INSTALL AIR BARRIERS IN ACCORDANCE WITH MANUFACTURER'S 1. CLEAN SALVAGED ITEMS. CHEMICAL FORMULATIONS THAT DO NOT BLEED THROUGH, CONTAIN COLORANTS,OR INSTRUCTIONS OVER EXTERIOR SHEATHING. SECURE THE AIR BARRIER SO THAT THE C. THE REQUIREMENTS AND RECOMMENDATIONS OF EACH OF THE CODES OR STANDARDS B. SUBSTITUTION REQUEST FORM TO BE PROVIDED BY ARCHITECT. 12.SUBMIT CHANGEOVER INFORMATION RELATED TO OWNER'S OCCUPANCY, USE, OTHERWISE ADVERSELY AFFECT FINISHES. SUBSURFACE IS PROTECTED FROM WEATHER UNTIL FINISH MATERIAL CAN BE INSTALLED. LISTED ABOVE SHALL BE MET OR EXCEEDED. OPERATION,AND MAINTENANCE. 2. PACK OR CRATE ITEMS AFTER CLEANING. IDENTIFY CONTENTS OF CONTAINERS. C.SUSUBSTITUTIONS REQUESTED AFTER AWARD OF CONTRACT D. APPLICATION: TREAT ALL ROUGH CARPENTRY, UNLESS OTHERWISE INDICATED. 1. FIRST,WRAP PENETRATIONS USING MATERIALS AND METHODS AS RECOMMENDED BY SECTION 011000 - SUMMARY 13.COMPLETE FINAL CLEANING REQUIREMENTS, INCLUDING TOUCH-UP PAINTING. 1 1. SUBSTITUTIONS WILL NORMALLY NOT BE CONSIDERED AFTER AWARD OF 3.1 EXECUTION 1.1 WORK COVERED BY THE CONTRACT DOCUMENTS CONSTRUCTION CONTRACT, EXCEPT DUE TO UNFORESEEABLE CIRCUMSTANCES. 14.TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED EXPOSED FINISHES TO 3. STORE ITEMS IN A SECURE AREA UNTIL INSTALLATION. 2. START FROM THE BOTTOM, UNROLL THE AIR BARRIER, MECHANICALLY FASTEN TOP ELIMINATE VISUAL DEFECTS. A. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES WITH MEMBERS PLUMB TRUE AND BOTTOM, 2'-0"O.C.. A. AS INDICATED ON DRAWINGS. 2. ARCHITECT WILL RECEIVE AND CONSIDER CONTRACTOR'S REQUEST FOR 4. PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE. TO LINE, CUT,AND FITTED. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION; SCRIBE SUBSTITUTION AFTER AWARD OF CONTRACT WHEN ONE OR MORE OF THE FOLLOWING B. OBSERVATION: SUBMIT A WRITTEN REQUEST FOR OBSERVATION FOR SUBSTANTIAL AND VERTICAL LAPS IN AIR BARRIER SHALL BE A MINIMUM OF 6"WITH TAPED JOINTS OR 12" AND COPE AS NEEDED FOR ACCURATE FIT. LOCATE FURRING NAILERS BLOCKING D 1.2 USE OF PREMISES CONDITIONS ARE SATISFIED,AS DETERMINED BY THE ARCHITECT. IF THE FOLLOWING COMPLETION. ON RECEIPT OF REQUEST,ARCHITECT WILL EITHER PROCEED WITH 5. INSTALL SALVAGED ITEMS TO COMPLY WITH INSTALLATION REQUIREMENTS FOR NEW GROUNDS,AND SIMILAR SUPPORTS TO COMPLY WITH REQUIREMENTS FOR ATTACHING WITHOUT TAPE. HORIZONTAL LAPS SHALL BE A MINIMUM OF 6". CONDITIONS ARE NOT MET,ARCHITECT WILL RETURN THE REQUESTS WITHOUT ACTION OBSERVATION OR NOTIFY CONTRACTOR OF UNFULFILLED REQUIREMENTS. ARCHITECT MATERIALS AND EQUIPMENT. PROVIDE CONNECTIONS,SUPPORTS,AND OTHER CONSTRUCTION. A. IN GENERAL: CONTRACTOR SHALL HAVE FULL USE OF PREMISES FOR CONSTRUCTION EXCEPT TO RECORD NONCOMPLIANCE WITH THESE REQUIREMENTS. WILL PREPARE THE CERTIFICATE OF SUBSTANTIAL COMPLETION AFTER OBSERVATION OR MISCELLANEOUS MATERIALS NECESSARY TO MAKE ITEMS FUNCTIONAL FOR USE SECTION 062013 - EXTERIOR FINISH CARPENTRY OPERATIONS, INCLUDING USE OF PROJECT SITE, DURING CONSTRUCTION PERIOD. WILL NOTIFY CONTRACTOR OF ITEMS, EITHER ON CONTRACTOR'S LIST OR ADDITIONAL INDICATED. B. FRAMING STANDARD: COMPLY WITH AF&PA'S"DETAILS FOR CONVENTIONAL WOOD FRAME CONTRACTOR'S USE OF PREMISES IS LIMITED ONLY BY THE OWNER'S RIGHT TO PERFORM A) THE SPECIFIED PRODUCT CANNOT BE PROVIDED WITHIN THE CONTRACT TIME. ITEMS IDENTIFIED BY ARCHITECT,THAT MUST BE COMPLETED OR CORRECTED BEFORE „ 1.1 INCLUDED ITEMS WORK OR TO RETAIN OTHER CONTRACTORS ON PORTIONS OF THE PROJECT. ARCHITECT WILL NOT CONSIDER THE REQUEST IF THE PRODUCT CANNOT BE CERTIFICATE WILL BE ISSUED. 1.7 CLEANING CONSTRUCTION, UNLESS OTHERWISE INDICATED. PROVIDED AS A RESULT OF FAILURE TO PURSUE THE WORK PROMPTLY OR A. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT,AND DEBRIS C. FRAMING WITH ENGINEERED WOOD PRODUCTS: INSTALL ENGINEERED WOOD PRODUCTS A. THIS SECTION INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: B. USE OF SITE: LIMIT USE OF PREMISES TO AREAS WITHIN THE CONTRACT LIMITS COORDINATE ACTIVITIES PROPERLY. 1. RE-OBSERVATION: REQUEST RE-OBSERVATION WHEN THE WORK IDENTIFIED IN CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. INDICATED ON THE CONTRACT DOCUMENTS. DO NOT DISTURB PORTIONS OF THE PREVIOUS OBSERVATIONS AS INCOMPLETE IS COMPLETED OR CORRECTED. CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 1. TRELLIS&CANOPY COMPONENTS. PROJECT SITE BEYOND AREAS IN WHICH THE WORK IS INDICATED. B) THE SPECIFIED PRODUCT CANNOT RECEIVE NECESSARY APPROVAL BY A D. METAL FRAMING ANCHORS: INSTALL METAL FRAMING TO COMPLY WITH MANUFACTURER'S • GOVERNING AUTHORITY,AND THE REQUESTED SUBSTITUTION CAN BE APPROVED. 2. RESULT FINAL F COMPLETED COMPLETION. - OBSERVATION WILL FORM THE BASIS OF REQUIREMENTS DIVISION 5 METALS WRITTEN INSTRUCTIONS. 2. SCREEN PARTITION COMPONENTS. 1.3 WORK RESTRICTIONS FOR C) THE SPECIFIED PRODUCT CANNOT BE COORDINATED WITH OTHER MATERIALS AND 3. SIDING AND TRIM. A. ON-SITE WORK HOURS: WORK SHALL BE GENERALLY PERFORMED ON THE PROJECT SITE THE CONTRACTOR CERTIFIES THAT THE PROPOSED SUBSTITUTION CAN BE E. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS, UNLESS OTHERWISE DURING NORMAL BUSINESS WORKING HOURS AS MUTUALLY AGREED UPON BY THE COORDINATED. 1.3 FINAL COMPLETION SECTION 055000 - METAL FABRICATIONS INDICATED. 2.1 MATERIALS, GENERAL OWNER AND CONTRACTOR, MONDAY THROUGH FRIDAY, UNLESS OTHERWISE DIRECTED BY THE LOCAL AUTHORITIES HAVING JURISDICTION. D) THE SPECIFIED PRODUCT CANNOT PROVIDE THE REQUIRED WARRANTY AND THE A. PRELIMINARY PROCEDURES: BEFORE REQUESTING FINAL OBSERVATION FOR 1.1 INCLUDED ITEMS F. PROVIDE BLOCKING AND FRAMING AS INDICATED AND AS REQUIRED TO SUPPORT FACING A. LUMBER: DOC PS 20 AND APPLICABLE GRADING RULES OF INSPECTION AGENCIES CONTRACTOR CERTIFIES THAT THE PROPOSED SUBSTITUTION PROVIDES THE DETERMINING DATE OF FINAL COMPLETION,COMPLETE THE FOLLOWING: MATERIALS, FIXTURES, SPECIALTY ITEMS,AND TRIM. CERTIFIED BY ALSC'S BOARD OF REVIEW. B. HOURS FOR UTILITY SHUTDOWNS: AS MUTUALLY AGREED UPON BY THE OWNER AND WARRANTY. A. METAL SURFACES, GENERAL: PROVIDE MATERIALS WITH SMOOTH, FLAT SURFACES, CONTRACTOR AND AS ALLOWED BY LOCAL AUTHORITIES HAVING JURISDICTION IN 1. SUBMIT A FINAL APPLICATION FOR PAYMENT ACCORDING TO DIVISION 01 SECTION , G. PROVIDE FIRE BLOCKING IN FURRED SPACES, STUD SPACES,AND OTHER CONCEALED 1. EXTERIOR EXPOSED LUMBER: CONJUNCTION WITH LOCAL UTILITY COMPANIES. "PAYMENT PROCEDURES". UNLESS OTHERWISE INDICATED. FOR METAL FABRICATIONS EXPOSED TO VIEW IN THE CAVITIES. E) THE REQUESTED SUBSTITUTION OFFERS THE OWNER A SUBSTANTIAL ADVANTAGE IN COMPLETED WORK, PROVIDE MATERIALS WITHOUT SEAM MARKS, ROLLER MARKS, ROLLED COST,TIME, OR OTHER CONSIDERATIONS AFTER DEDUCTING ADDITIONAL OWNER'S TRADE NAMES, OR BLEMISHES. A) CLEAR; GRADE A;WESTERN RED CEDAR OR REDWOOD; MAXIMUM MOISTURE SECTION 013100 - PROJECT MANAGEMENT AND COST OF COMPENSATION TO THE ARCHITECT FOR REDESIGN AND EVALUATION 2. SUBMIT CERTIFIED COPY OF ARCHITECT'S SUBSTANTIAL COMPLETION OBSERVATION H. SORT AND SELECT LUMBER SO THAT NATURAL CHARACTERISTICS WILL NOT INTERFERE CONTENT 19%. SERVICES, INCREASED COST OF OTHER CONSTRUCTION,AND SIMILAR LIST OF ITEMS TO BE COMPLETED OR CORRECTED(PUNCH LIST), ENDORSED AND 2.1 MATERIALS WITH INSTALLATION OR WITH FASTENING OTHER MATERIALS TO LUMBER. DO NOT USE COORDINATION CONSIDERATIONS. DATED BY ARCHITECT. THE CERTIFIED COPY OF THE LIST SHALL STATE THAT EACH MATERIALS WITH DEFECTS THAT INTERFERE WITH FUNCTION OF MEMBER OR PIECES g) SURFACE: SMOOTH 1.1 INCLUDED ITEMS ITEM HAS BEEN COMPLETED OR OTHERWISE RESOLVED FOR ACCEPTANCE. A. STEEL,ASTM A-36 THAT ARE TOO SMALL TO USE WITH MINIMUM NUMBER OF JOINTS OR OPTIMUM JOINT PERMIT E. SUBSTITUTIONS NOT PERMITTED ARRANGEMENT. 2.2 FABRICATION A. THIS SECTION INCLUDES ADMINISTRATIVE PROVISIONS FOR COORDINATING 3. SUBMIT EVIDENCE OF FINAL, CONTINUING INSURANCE COVERAGE COMPLYING WITH B. SHEET METAL IN GAUGES AS SHOWN ON DRAWINGS. REVIEW CONSTRUCTION OPERATIONS ON PROJECT INCLUDING, BUT NOT LIMITED TO,THE 1. SUBSTITUTIONS INDICATED OR IMPLIED ON SUBMITTED SHOP DRAWINGS OR PRODUCT INSURANCE REQUIREMENTS. I. COMPLY WITH AWPA M4 FOR APPLYING FIELD TREATMENT TO CUT SURFACES OF A. BACK OUT OR KERF BACKS OF STANDING AND RUNNING TRIM WIDER THAN 5 INCHES(125 FOLLOWING: DATA WITHOUT FIRST REQUESTING APPROVAL IN ACCORDANCE WITH REQUIREMENTS C. GALVANIZED METALS MUST BE IN ACCORDANCE WITH ASTM A123/A123M AS APPLICABLE PRESERVATIVE-TREATED LUMBER. MM), EXCEPT MEMBERS WITH ENDS EXPOSED IN FINISHED WORK. OF THIS SECTION. 4. SUBMIT PEST-CONTROL FINAL OBSERVATION REPORT AND WARRANTY. AND OBSERVING PRECAUTIONS IN ASTM-RECOMMENDED PRACTICES A-384 AND A-385. 1. COORDINATION OF WORK. J. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND B. EASE EDGES OF LUMBER LESS THAN 1 INCH (25 MM) IN NOMINAL THICKNESS TO 1/16-INCH 2. WHERE MANUFACTURERS, PRODUCTS, OR SYSTEMS LISTED IN THE SPECIFICATIONS 5. INSTRUCT OWNER'S PERSONNEL IN OPERATION,ADJUSTMENT,AND MAINTENANCE OF 2.2 FABRICATION, GENERAL FASTENING. (1.5-MM)RADIUS AND EDGES OF LUMBER 1 INCH(25 MM)OR MORE IN NOMINAL THICKNESS 2. PROJECT MEETINGS. ARE NOT FOLLOWED WITH"OR APPROVED"OR"SUBSTITUTIONS: PROVIDE IN PRODUCTS, EQUIPMENT,AND SYSTEMS. TO 1/8-INCH(3-MM)RADIUS. ACCORDANCE WITH REQUIREMENTS OF SECTION-PRODUCT SUBSTITUTION A. SHOP ASSEMBLY: PREASSEMBLE ITEMS IN THE SHOP TO GREATEST EXTENT POSSIBLE. K. USE COMMON WIRE NAILS, UNLESS OTHERWISE INDICATED. SELECT FASTENERS OF SIZE 3. REQUESTS FOR INTERPRETATION (RFI). PROCEDURES," IT IS INTENDED THAT SUBSTITUTIONS ARE NOT PERMITTED. B. OBSERVATION: SUBMIT A WRITTEN REQUEST FOR FINAL OBSERVATION FOR DISASSEMBLE UNITS ONLY AS NECESSARY FOR SHIPPING AND HANDLING LIMITATIONS. THAT WILL NOT FULLY PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED C. FINGER-JOINTING OF STANDING AND RUNNING TRIM IS NOT ALLOWED. ACCEPTANCE. ON RECEIPT OF REQUEST,ARCHITECT WILL EITHER PROCEED WITH USE CONNECTIONS THAT MAINTAIN STRUCTURAL VALUE OF JOINED PIECES. CLEARLY TO VIEW OR WILL RECEIVE FINISH MATERIALS. MAKE TIGHT CONNECTIONS BETWEEN OBSERVATION OR NOTIFY CONTRACTOR OF UNFULFILLED REQUIREMENTS. ARCHITECT MARK UNITS FOR REASSEMBLY AND COORDINATED INSTALLATION. MEMBERS. INSTALL FASTENERS WITHOUT SPLITTING WOOD; DO NOT COUNTERSINK NAIL 3.1 EXECUTION C 1.2 COORDINATION OF WORK WILL PREPARE A FINAL CERTIFICATE FOR PAYMENT AFTER OBSERVATION OR WILL NOTIFY HEADS, UNLESS OTHERWISE INDICATED. SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND CONTRACTOR OF CONSTRUCTION THAT MUST BE COMPLETED OR CORRECTED BEFORE B. CUT, DRILL,AND PUNCH METALS CLEANLY AND ACCURATELY. REMOVE BURRS AND EASE A. EXAMINE SUBSTRATES,WITH INSTALLER PRESENT, FOR COMPLIANCE WITH Zhiriiii.1 Ilan A. COORDINATE CONSTRUCTION OPERATIONS INCLUDED IN DIFFERENT SECTIONS OF THE CERTIFICATE WILL BE ISSUED. EDGES TO A RADIUS OF APPROXIMATELY 1/32 INCH (1 MM), UNLESS OTHERWISE L. FOR EXPOSED WORK,ARRANGE FASTENERS IN STRAIGHT ROWS PARALLEL WITH EDGES REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING SPECIFICATIONS TO ENSURE EFFICIENT AND ORDERLY INSTALLATION OF EACH PART OF DISPOSAL INDICATED. REMOVE SHARP OR ROUGH AREAS ON EXPOSED SURFACES. OF MEMBERS,WITH FASTENERS EVENLY SPACED,AND WITH ADJACENT ROWS PERFORMANCE. THE WORK. COORDINATE CONSTRUCTION OPERATIONS INCLUDED IN DIFFERENT ' 1.1 INCLUDED ITEMS 1. RE-OBSERVATION: REQUEST RE-OBSERVATION WHEN THE WORK IDENTIFIED IN STAGGERED. SECTIONS,THAT DEPEND ON EACH OTHER FOR PROPER INSTALLATION, CONNECTION, PREVIOUS OBSERVATIONS AS INCOMPLETE IS COMPLETED OR CORRECTED. C. FORM BENT-METAL CORNERS TO SMALLEST RADIUS POSSIBLE WITHOUT CAUSING GRAIN B. EXAMINE FINISH CARPENTRY MATERIALS BEFORE INSTALLATION. REJECT MATERIALS 2 �` AND OPERATION. 3.2 PROTECTION A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR THE 1.4 FINAL CLEANING SEPARATION OR OTHERWISE IMPAIRING WORK. THAT ARE WET, MOISTURE DAMAGED,AND MOLD DAMAGED. n *`E FOLLOWING: 1.3 PROJECT MEETINGS A. PROTECT WOOD THAT HAS BEEN TREATED WITH INORGANIC BORON (SBX)FROM A. GENERAL: PROVIDE FINAL CLEANING. CONDUCT CLEANING AND WASTE-REMOVAL D. FORM EXPOSED WORK TRUE TO LINE AND LEVEL WITH ACCURATE ANGLES AND C. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN 5,,,, WEATHER. IF DESPITE PROTECTION INORGANIC BORON-TREATED WOOD BECOMES WET 1 SALVAGING NON-HAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. OPERATIONS TO COMPLY WITH LOCAL LAWS AND ORDINANCES AND FEDERAL AND LOCAL SURFACES AND STRAIGHT EDGES. CORRECTED. A. GENERAL: SCHEDULE AND CONDUCT MEETINGS AND CONFERENCES AT PROJECT SITE APPLY EPA-REGISTERED BORATE TREATMENT. APPLY BORATE SOLUTION BY SPRAYING UNLESS OTHERWISE INDICATED. ENVIRONMENTAL AND ANTIPOLLUTION REGULATIONS. TO COMPLY WITH EPA-REGISTERED LABEL. D. CLEAN SUBSTRATES OF PROJECTIONS AND SUBSTANCES DETRIMENTAL TO APPLICATION. V 2 .RECYCLING NON-HAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. E. WELD CORNERS AND SEAMS CONTINUOUSLY TO COMPLY WITH THE FOLLOWING: ' B. PRECONSTRUCTION CONFERENCE: SCHEDULE A PRECONSTRUCTION CONFERENCE B. PROTECT ROUGH CARPENTRY FROM WEATHER. IF DESPITE PROTECTION, ROUGH E. PRIME LUMBER TO BE PAINTED, INCLUDING BOTH FACES AND EDGES. CUT TO REQUIRED 3. DISPOSING OF NON-HAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. - 1. USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP STRENGTH BEFORE STARTING CONSTRUCTION,AT A TIME CONVENIENT TO OWNER AND ARCHITECT, CARPENTRY BECOMES WET,APPLY EPA-REGISTERED BORATE TREATMENT. APPLY LENGTHS AND PRIME ENDS. EXISTING CONDITIONS AND CORROSION RESISTANCE OF BASE METALS. ' BUT NO LATER THAN 15 DAYS AFTER EXECUTION OF THE AGREEMENT. HOLD THE BORATE SOLUTION BY SPRAYING TO COMPLY WITH EPA-REGISTERED LABEL. CONFERENCE AT PROJECT SITE OR ANOTHER CONVENIENT LOCATION. CONDUCT THE 1.2 GENERAL F. DO NOT USE MATERIALS THAT ARE UNSOUND,WARPED, IMPROPERLY TREATED OR MEETING TO REVIEW RESPONSIBILITIES OF OWNER,CONTRACTOR,AND ARCHITECT AND 2. OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP. FINISHED, INADEQUATELY SEASONED, OR TOO SMALL TO FABRICATE WITH PROPER A. DEVELOP WASTE MANAGEMENT PLAN THAT RESULTS IN END-OF-PROJECT RATES FOR SECTION 024119 - SELECTIVE STRUCTURE DEMOLITION SECTION 061600 - SHEATHING JOINTING ARRANGEMENTS. PERSONNEL ASSIGNMENTS. 3. REMOVE WELDING FLUX IMMEDIATELY. SALVAGE/RECYCLING OF 75 PERCENT BY WEIGHT OF TOTAL WASTE GENERATED BY THE 1.1 INCLUDED ITEMS 1.4 REQUESTS FOR INTERPRETATION (RFI) WORK. 1.1 INCLUDED ITEMS G. INSTALL EXTERIOR FINISH CARPENTRY LEVEL, PLUMB,TRUE,AND ALIGNED WITH 4. AT EXPOSED CONNECTIONS, FINISH EXPOSED WELDS AND SURFACES SMOOTH AND ADJACENT MATERIALS. USE CONCEALED SHIMS WHERE NECESSARY FOR ALIGNMENT. A. PROCEDURE: IMMEDIATELY ON DISCOVERY OF THE NEED FOR INTERPRETATION OF THE B. EXCEPT FOR ITEMS OR MATERIALS TO BE SALVAGED, RECYCLED, OR OTHERWISE BLENDED SO NO ROUGHNESS SHOWS AFTER FINISHING AND CONTOUR OF WELDED A. THIS SECTION INCLUDES THE FOLLOWING: CONTRACT DOCUMENTS,AND IF NOT POSSIBLE TO REQUEST INTERPRETATION AT A. THIS SECTION INCLUDES THE FOLLOWING: SURFACE MATCHES THAT OF ADJACENT SURFACE. THIRSTY LION PUB&GRILL REUSED, REMOVE WASTE MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF 1. WALL SHEATHING. SECTION 062023 - INTERIOR FINISH CARPENTRY • PROJECT MEETING, PREPARE AND SUBMIT AN RFI IN THE FORM SPECIFIED. THEM IN A LANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING 1. DEMOLITION AND REMOVAL OF SELECTED PORTIONS OF BUILDING OR STRUCTURE. JURISDICTION. 1.1 INCLUDED ITEMS 1. RFI SHALL ORIGINATE WITH CONTRACTOR. AN RFI SUBMITTED BY ENTITY OTHER F. FORM EXPOSED CONNECTIONS WITH HAIRLINE JOINTS, FLUSH AND SMOOTH, USING 2. SUBLIMING. THAN CONTRACTOR WILL BE RETURNED WITH NO RESPONSE. 2. DEMOLITION AND REMOVAL OF SELECTED SITE ELEMENTS. CONCEALED FASTENERS WHERE POSSIBLE. WHERE EXPOSED FASTENERS ARE A. THIS SECTION INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: SECTION 017700 - CLOSEOUT PROCEDURES REQUIRED, USE PHILLIPS FLAT-HEAD(COUNTERSUNK)SCREWS OR BOLTS, UNLESS 3. FLEXIBLE FLASHING AT OPENINGS IN SHEATHING. 3. SALVAGE OF EXISTING ITEMS TO BE REUSED OR RECYCLED. OTHERWISE INDICATED. LOCATE JOINTS WHERE LEAST CONSPICUOUS. 2. COORDINATE AND SUBMIT RFI IN A PROMPT MANNER SO AS TO AVOID DELAYS IN 1. INTERIOR STANDING AND RUNNING TRIM. 10145 SW WASHINGTON CONTRACTOR'S WORK OR WORK OF SUBCONTRACTORS. 1.1 INCLUDED ITEMS 2.1 PRODUCTS 1.2 PROJECT CONDITIONS G. FABRICATE SEAMS AND OTHER CONNECTIONS THAT WILL BE EXPOSED TO WEATHER IN A SQUARE RD. A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR MANNER TO EXCLUDE WATER. PROVIDE WEEP HOLES WHERE WATER MAY ACCUMULATE. A. PLYWOOD: EITHER DOC PS 1 OR DOC PS 2, UNLESS OTHERWISE INDICATED. 2. PANELING. TIGARD,OREGON B. ARCHITECT'S ACTION:ARCHITECT WILL REVIEW EACH RFI, DETERMINE ACTION REQUIRED, CONTRACT CLOSEOUT, INCLUDING, BUT NOT LIMITED TO,THE FOLLOWING: A. OWNER MAY OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO SELECTIVE AND RETURN IT ALLOW SEVEN WORKING DAYS FOR ARCHITECT'S RESPONSE FOR EACH 3. SHELVING. RFI. RFIS RECEIVED AFTER 1:00 P.M.WILL BE CONSIDERED AS RECEIVED THE FOLLOWING DEMOLITION AREA. CONDUCT SELECTIVE DEMOLITION SO OWNER'S OPERATIONS WILL H. CUT, REINFORCE, DRILL,AND TAP METAL FABRICATIONS AS INDICATED TO RECEIVE FINISH B. THICKNESS: AS NEEDED TO COMPLY WITH REQUIREMENTS SPECIFIED, BUT NOT LESS WORKING DAY. 1. OBSERVATION PROCEDURES. NOT BE DISRUPTED. HARDWARE,SCREWS,AND SIMILAR ITEMS. THAN THICKNESS INDICATED. 2.1 MATERIALS, GENERAL 2. WARRANTIES. B. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT 3.1 EXECUTION C. FACTORY MARK PANELS TO INDICATE COMPLIANCE WITH APPLICABLE STANDARD. 1. AN RFI WILL BE RETURNED WITHOUT ACTION IN THE FOLLOWING CIRCUMSTANCES: DOCUMENTS BEFORE PROCEEDING WITH SELECTIVE DEMOLITION. A. LUMBER: DOC PS 20 AND APPLICABLE GRADING RULES OF INSPECTION AGENCIES B A 3. FINAL CLEANING. A. FORM METALS TO SHAPE AND SIZE WITH SHARP LINES AND ANGLES,AND WITH SMOOTH CERTIFIED BY ALSC'S BOARD OF REVIEW. A) REQUESTS FOR APPROVAL OF SUBMITTALS. SURFACES AND FACES. SHEARING AND PUNCHING SHALL LEAVE CLEAN TRUE LINES AND D. PRESERVATIVE TREATMENT BY PRESSURE PROCESS: AWPA C9. C. HAZARDOUS MATERIALS: IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE SURFACES FREE FROM DISTORTION. MISS FASTENINGS TO A CLOSE FIT. PROVIDE B. SOFTWOOD PLYWOOD: DOC PS 1. v, B) REQUESTS FOR APPROVAL OF SUBSTITUTIONS. ENCOUNTERED IN THE WORK. NECESSARY RIVETS, LUGS AND BRACKETS, ETC.,SO THAT WORK CAN BE ASSEMBLED E. MARK PLYWOOD WITH APPROPRIATE CLASSIFICATION MARKING OF AN INSPECTION AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. v. 1. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE NEATLY. C. HARDBOARD: AHA A135.4. co C) REQUESTS FOR COORDINATION INFORMATION ALREADY INDICATED IN THE a CONTRACT DOCUMENTS. ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER. F. APPLICATION: TREAT ALL PLYWOOD, UNLESS OTHERWISE INDICATED. OWNER WILL REMOVE HAZARDOUS MATERIALS UNDER A SEPARATE CONTRACT. B. USE PLUG WELDS WHEREVER PRACTICABLE IN WORK EXPOSED TO VIEW. USE FILLET D. MDF: ANSI A208.2, GRADE 130, MADE WITH BINDER CONTAINING NO UREA-FORMALDEHYDE a) WELDS ONLY WHERE PLUG WELDING IS IMPRACTICAL. WHERE WELDS ARE EXPOSED TO G. AIR BARRIERS: FLASH SPUNBONDED, POLYEFIN, NON-WOVEN, NON-PERFORATED RESIN. •: D) REQUESTS FOR ADJUSTMENTS IN THE CONTRACT TIME OR THE CONTRACT SUM. VIEW, LEVEL MEMBERS PRIOR TO WELDING AND WELD FULL. GRIND WELDS FLUSH AND SECONDARY WEATHER RESISTANT BARRIER MEETING THE REQUIREMENTS OF ASTM 1677, o D. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE IS NOT PERMITTED. SMOOTH, LEVEL WITH ADJACENT SURFACES SO THAT THE RESULTANT WELD PROVIDES E. PARTICLE-BOARD: ANSI A208.1,GRADE M-2, MADE WITH BINDER CONTAINING NO E) REQUESTS FOR INTERPRETATION OF ARCHITECT'S ACTIONS ON SUBMITTALS. TYPE 1 AIR BARRIER; E 84 CLASS CLASS A FLAME SPREAD;AND ASTM E 96 FOR WATER NI E. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND THE APPEARANCES AND STRENGTH OF A CONTINUOUS MEMBER OF UNIFORM THICKNESS. VAPOR TRANSMISSIONS.TYVEK COMMERCIAL WRAP(TM)BY DUPONT WEATHERIZATION UREA-FORMALDEHYDE RESIN. o PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. SYSTEMS(800)448-9835 WWW.TYVEK.COM (NJ F) INCOMPLETE RFI OR AN RFI WITH NUMEROUS ERRORS. C. ERECT ALL METAL ITEMS IN PROPER POSITION, SECURELY FASTENED, PLUMB, IN LINE AND F. MELAMINE-FACED PARTICLE-BOARD: PARTICLE-BOARD COMPLYING WITH ANSI A208.1, o LEVEL. THE COMPLETED INSTALLATIONS SHALL BE FREE OF SHARP EDGES AND ROUGH H. FLEXIBLE FLASHING: COMPOSITE, SELF-ADHESIVE, FLASHING PRODUCT CONSISTING OF A GRADE M-2, FINISHED ON BOTH FACES WITH THERMALLY FUSED, MELAMINE-IMPREGNATED w C. THE RFI FORM SHALL BE PROVIDED BY ARCHITECT. SPOTS. TOUCHUP ALL ABRASIONS AND METAL CUTS, BOLTS AND NUTS WITH THE PLIABLE, RUBBERIZED-ASPHALT COMPOUND, BONDED TO A HIGH-DENSITY, DECORATIVE PAPER COMPLYING WITH LMA SAT-1. Ili MATERIAL USED FOR SHOP PRIMING SO THAT THE ENTIRE ASSEMBLY AS ERECTED CROSS-LAMINATED POLYETHYLENE FILM TO PRODUCE AN OVERALL THICKNESS OF NOT REV DATE FILE i PRESENTS A COMPLETE SMOOTH PRIME COAT OF PAINT. LESS THAN 25MIL(0.64 MM). F.-- O a) N O _I 0 u) E ab 0_ �I c 0 U 0 E- a) s L Q N PM: L. KALE a) PA: M. MCLAUGHLIN A EP_ o DRAWN BY: 0 o JOB NO: 092020 7L 0 DATE: 07.28.2010 '4E _o a m to Q.M C N 0 "- J ' >,O U O ...E c\J GO .21 ,___,_ , ...y .c. N N 0 .. �� GE L NERA .9'I"" SPECIFICATIONS cz,CL O coo I I I 1 I 2 1 3 I 4 I 5 1 6 DIVISION 6 - WOOD, PLASTICS, AND DIVISION 8 - OPENINGS (CONTINUED) DIVISION 8 - OPENINGS (CONTINUED) DIVISION 9 - FINISHES (CONTINUED) DIVISION 9 - FINISHES (CONTINUED) DIVISION 9 - FINISHES (CONTINUED) R E • O R O U P a r c h i t e c t s COMPOSITES (CONTINUED) 700 SW Taylor Street,Suite 400 Portland.Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com SECTION 062023 - INTERIOR FINISH CARPENTRY SECTION 081113 - HOLLOW METAL DOORS AND FRAMES SECTION 088000 - GLAZING SECTION 092216 - NON-STRUCTURAL METAL FRAMING SECTION 092216 - NON-STRUCTURAL METAL FRAMING SECTION 092900 - GYPSUM BOARD (CONTINUED) (CONTINUED) (CONTINUED) (CONTINUED) (CONTINUED) 1.1 INCLUDED ITEMS 2.3 SUSPENSION SYSTEM COMPONENTS 3.5 INSTALLING FRAMED ASSEMBLIES E. FLEXIBLE TYPE: MANUFACTURED TO BEND TO FIT RADII AND TO BE MORE FLEXIBLE THAN 2.2 FABRICATION D. KNOCK-DOWN HOLLOW METAL(KDHM) FRAMES: STANDARD REGULAR-TYPE GYPSUM BOARD OF SAME THICKNESS. A. GLAZING AS INDICATED ON DRAWINGS. A. GRID SUSPENSION SYSTEM FOR CEILINGS: ASTM C 645, DIRECT-HUNG SYSTEM A. RETAIN FIRST PARAGRAPH BELOW IF STUDS WILL ABUT DISSIMILAR METALS AT A. BACK OUT OR KERF BACKS OF THE FOLLOWING MEMBERS EXCEPT THOSE WITH ENDS 1 GENERAL: FABRICATE FRAMES OF CONSTRUCTION INDICATED. CLOSE CONTACT COMPOSED OF MAIN BEAMS AND CROSS-FURRING MEMBERS THAT INTERLOCK. EXTERIOR WALLS OR EXTERIOR MASONRY WALLS THAT MAY BECOME DAMP. 1. THICKNESS: 1/4 INCH-(6.4 MM). ' D A i EXPOSED IN FINISHED WORK. EDGES OF CORNER JOINTS TIGHT WITH FACES MITERED AND STOPS BUTTED OR 1.2 PERFORMANCE REQUIREMENTS ''j` MITERED. DIE-MITERED CORNER CONNECTIONS WHICH LOCK TOGETHER ONCE THE �� FRAME IS INSTALLED. COMPLY WITH ANSI A250.8. 1. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS B. WHERE STUDS ARE INSTALLED DIRECTLY AGAINST EXTERIOR MASONRY WALLS OR 2. LONG EDGES:TAPERED. �"J A. GENERAL: PROVIDE GLAZING SYSTEMS CAPABLE OF WITHSTANDING NORMAL THERMAL ~ j F ' Y R. "� B. EASE EDGES OF LUMBER LESS THAN 1 INCH (25 MM) IN NOMINAL THICKNESS TO 1/16-INCH THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO, DISSIMILAR METALS AT EXTERIOR WALLS, INSTALL ISOLATION STRIP BETWEEN STUDS ,t. y (1.5-MM)RADIUS AND EDGES OF LUMBER 1 INCH(25 MM)OR MORE IN NOMINAL THICKNESS MOVEMENT AND WIND AND IMPACT LOADS (WHERE APPLICABLE)WITHOUT FAILURE, THE FOLLOWING: AND EXTERIOR WALL. F. CEILING TYPE: MANUFACTURED TO HAVE MORE SAG RESISTANCE THAN REGULAR-TYPE 4t,1 , RE n TO 1/8-INCH (3-MM)RADIUS. A) DOOR FRAMES FOR OPENINGS 48 INCHES(1219 MM)WIDE OR LESS: FABRICATED INCLUDING LOSS OR GLASS BREAKAGE ATTRIBUTABLE TO THE FOLLOWING: DEFECTIVE GYPSUM BOARD. g4 a FROM 0.06-INCH-(1.52-MM-)THICK STEEL SHEET. MANUFACTURE, FABRICATION,AND INSTALLATION; FAILURE OF SEALANTS OR GASKETS TO 2. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE C. INSTALL STUDS SO FLANGES WITHIN FRAMING SYSTEM POINT IN SAME DIRECTION. ' C. FINGER-JOINTING OF STANDING AND RUNNING TRIM IS NOT ALLOWED. REMAIN WATERTIGHT AND AIRTIGHT; DETERIORATION OF GLAZING MATERIALS; OR OTHER FOLLOWING: 1. THICKNESS: 5/8 INCH (15.9 MM). • *0 ` • ' '1 AND, OR • A. ARMSTRONG WORLD INDUSTRIES, INC.; DRYWALL GRID SYSTEMS. OTHERWISE INDICATED.: 2. LONG EDGES:TAPERED. , cS.5° 3.1 EXECUTION C) HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO ANSI/NAAMM-HMMA 861 B. GLASS DESIGN: GLASS THICKNESS DESIGNATIONS INDICATED ARE MINIMUMS AND ARE WITH REINFORCING PLATES FROM SAME MATERIAL AS FRAME. FOR DETAILING ONLY. CONFIRM GLASS THICKNESSES BY ANALYZING PROJECT LOADS ` O B. CHICAGO METALLIC CORPORATION; [640-C][FIRE FRONT 650-C] [660-C][FIRE D. INSTALL TRACKS(RUNNERS)AT FLOORS AND OVERHEAD SUPPORTS. EXTEND FRAMING G. FOIL-BACKED TYPE: A. EXAMINE SUBSTRATES, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH OF AND IN-SERVICE CONDITIONS. PROVIDE GLASS LITES IN THE THICKNESS DESIGNATIONS FRONT 670-C] DRYWALL FURRING SYSTEM. FULL HEIGHT TO STRUCTURAL SUPPORTS OR SUBSTRATES ABOVE SUSPENDED REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING E. FABRICATION TOLERANCES: FABRICATE HOLLOW METAL WORK TO TOLERANCES INDICATED FOR VARIOUS SIZE OPENINGS, BUT NOT LESS THAN THICKNESSES AND IN CEILINGS, EXCEPT WHERE PARTITIONS ARE INDICATED TO TERMINATE AT SUSPENDED 1. CORE: 5/8 INCH (15.9 MM)TYPE X. PERFORMANCE. INDICATED IN SDI 117. STRENGTHS (ANNEALED OR HEAT TREATED)REQUIRED TO MEET OR EXCEED THE C. USG CORPORATION; DRYWALL SUSPENSION SYSTEM. CEILINGS. CONTINUE FRAMING AROUND DUCTS PENETRATING PARTITIONS ABOVE FOLLOWING CRITERIA: CEILING. 2. LONG EDGES:TAPERED. B. EXAMINE FINISH CARPENTRY MATERIALS BEFORE INSTALLATION. REJECT MATERIALS F. HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO ANSI/NAAMM-HMMA 861 WITH D. <INSERT MANUFACTURER'S NAME; PRODUCT NAME OR DESIGNATION.> MYHRE GROUP ARCHITECTS THAT ARE WET, MOISTURE DAMAGED,AND MOLD DAMAGED. REINFORCING PLATES FROM SAME MATERIAL AS DOOR FACE SHEETS. 1. GLASS THICKNESSES: SELECT MINIMUM GLASS THICKNESSES TO COMPLY WITH THESE DRAWINGS ARE THE PROPERLY OF 1. SLIP-TYPE HEAD JOINTS: WHERE FRAMING EXTENDS TO OVERHEAD STRUCTURAL H. ABUSE-RESISTANT TYPE: MANUFACTURED TO PRODUCE GREATER RESISTANCE TO MYHRE GROUP ARCHITECTS AND ARE NOT ASTM E 1300. 2.1 STEEL FRAMING FOR FRAMED ASSEMBLIES SUPPORTS, INSTALL TO PRODUCE JOINTS AT TOPS OF FRAMING SYSTEMS THAT SURFACE INDENTATION THROUGH-PENETRATION (IMPACT RESISTANCE) AND ABRASION TO SE REPRODUCED iN ANY MANNER,EXCEPT C. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN G. PRIME FINISH: APPLY MANUFACTURER'S STANDARD PRIMER IMMEDIATELY AFTER WITH THE PRIOR WRITTEN APPROVAL PREVENT AXIAL LOADING OF FINISHED ASSEMBLIES. THAN STANDARD, REGULAR-TYPE AND TYPE X GYPSUM BOARD. OF MYHRE GROUP ARCHITECTS. CORRECTED. CLEANING AND PRETREATING. 2.1 PRODUCTS A. STEEL STUDS AND RUNNERS: ASTM C 645. 3.1 INSTALLATION, GENERAL 2. DOOR OPENINGS: SCREW VERTICAL STUDS AT JAMBS TO JAMB ANCHOR CLIPS ON 1. THICKNESS: 5/8 INCH(15.9 MM). D. CLEAN SUBSTRATES OF PROJECTIONS AND SUBSTANCES DETRIMENTAL TO APPLICATION. A. ANNEALED FLOAT GLASS: ASTM C 1036,TYPE I (TRANSPARENT FLAT GLASS),QUALITY-Q3; 1. MINIMUM BASE-METAL THICKNESS: 0.0312 INCH (0.79 MM). DOOR FRAMES; INSTALL RUNNER TRACK SECTION(FOR CRIPPLE STUDS)AT HEAD 2. LONG EDGES:TAPERED. A. GENERAL: INSTALL HOLLOW METAL WORK PLUMB, RIGID, PROPERLY ALIGNED,AND OF CLASS INDICATED. AND SECURE TO JAMB STUDS. E. BEFORE INSTALLING INTERIOR FINISH CARPENTRY, CONDITION MATERIALS TO AVERAGE SECURELY FASTENED IN PLACE; COMPLY WITH DRAWINGS AND MANUFACTURER'S 2. DEPTH: AS INDICATED ON DRAWINGS. BUILDING KEY PLAN ( PREVAILING HUMIDITY IN INSTALLATION AREAS FOR A MINIMUM OF 24 HOURS. WRITTEN INSTRUCTIONS. 1. ULTRA-CLEAR(LOW-IRON) FLOAT GLASS: CLASS I (CLEAR);WITH A MINIMUM 91 A) INSTALL TWO STUDS AT EACH JAMB, UNLESS OTHERWISE INDICATED. L HIGH-IMPACT TYPE: MANUFACTURED WITH TYPE X CORE, PLASTIC FILM LAMINATED TO PERCENT VISIBLE LIGHT TRANSMISSION AND A MINIMUM SOLAR HEAT GAIN B. SLIP-TYPE HEAD JOINTS: DEFLECTION TRACK SHALL HAVE STEEL SHEET TOP RUNNER BACK SIDE FOR GREATER RESISTANCE TO THROUGH-PENETRATION (IMPACT F. DO NOT USE MATERIALS THAT ARE UNSOUND,WARPED, IMPROPERLY TREATED OR B. HOLLOW METAL FRAMES: INSTALL HOLLOW METAL FRAMES OF SIZE AND PROFILE COEFFICIENT OF 0.87 MANUFACTURED TO PREVENT CRACKING OF FINISHES APPLIED TO INTERIOR PARTITION B) INSTALL CRIPPLE STUDS AT HEAD ADJACENT TO EACH JAMB STUD,WITH A RESISTANCE). T FINISHED INADEQUATELY SEASONED OR TOO SM ALL TO FABRICATE C WITH PROPER INDICATED. COMPLY WITH ANSI/SDI A250.11. FRAMING RESULTING FROM DEFLECTION OF STRUCTURE ABOVE; IN THICKNESS NOT MINIMUM 1/2 INCH 12.7 MM CLEARANCE FROM JAMB STUD TO ALLOW FOR 1. CORE: 5/8 INCH 15.9 MM)THICK. JOINTING ARRANGEMENTS. ( ) O A. HEAT TREATED FLOAT GLASS: ASTM C 1048 TYPE I (TRANSPARENT FLAT GLASS LESS THAN INDICATED FOR STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS. INSTALLATION OF CONTROL JOINT IN FINISHED ASSEMBLY. Q U ALITY-Q 3 OF LA SS KIND A ND CONDITION INDICATED. . G. INSTALL INTERI R FINISH CARPENTRY LEVEL PL UMB T RUE AND ALIGNED NED WITH C FLAT STRAP AND BACKING PLATE: STEEL SHEET FOR BLOCKING AND BRACING IN 2 L ONG ED G ES.T APERED C) .XT N D J A MB S T ADJACENT MATER IA L S US E CONCEALED SHIMS WHERE NECESSARY FOR ALIGNMENT. SE TI N os 7100 DOOR HARDWARE LENGTH AND WIDTH INDICATED. UNDERSIDE OF OVERHEAD STRUCTURE. J. MOISTURE-AND MOLD-RESISTANT TYPE: WITH MOISTURE-AND MOLD-RESISTANT CORE 1.1 INCLUDED ITEMS: 3.1 EXECUTION 1. MINIMUM BASE-METAL THICKNESS: 0.0312 INCH (0.79 MM). 3. OTHER FRAMED OPENINGS: FRAME OPENINGS OTHER THAN DOOR OPENINGS THE AND SURFACES. DIVISION 8 - OPENINGS A. COMMERCIAL DOOR HARDWARE FOR FIRE RATED AND NON FIRE RATED HOLLOW METAL A. COMPLY WITH COMBINED WRITTEN INSTRUCTIONS OF MANUFACTURERS OF GLASS, SAME AS REQUIRED FOR DOOR OPENINGS, UNLESS OTHERWISE INDICATED. INSTALL 1. CORE: 5/8 INCH (15.9 MM)TYPE X. T AND WOOD SWINGING DOORS. D. COLD-ROLLED CHANNEL BRIDGING: 0.0538-INCH (1.37-MM)BARE-STEEL THICKNESS,WITH FRAMING BELOW SILLS OF OPENINGS TO MATCH FRAMING REQUIRED ABOVE DOOR SEALANTS, GASKETS,AND OTHER GLAZING MATERIALS, UNLESS MORE STRINGENT MINIMUM 1/2-INCH-(12.7-MM-)WIDE FLANGES. HEADS. SECTION 081113 - HOLLOW METAL DOORS AND FRAMES REQUIREMENTS ARE INDICATED, INCLUDING THOSE IN REFERENCED GLAZING 2. LONG EDGES:TAPERED. 2.1 SCHEDULED DOOR HARDWARE PUBLICATIONS. E. HAT-SHAPED, RIGID FURRING CHANNELS: ASTM C 645. 4. SOUND-RATED PARTITIONS: INSTALL FRAMING TO COMPLY WITH SOUND-RATED 1.1 INCLUDED ITEMS: 3.1 EXECUTION A. GENERAL: PROVIDE DOOR HARDWARE FOR EACH DOOR TO COMPLY WITH B. GLAZING CHANNEL DIMENSIONS,AS INDICATED ON DRAWINGS, PROVIDE NECESSARY BITE ASSEMBLY INDICATED. A. CUSTOM HOLLOW METAL DOORS AND FRAMES. REQUIREMENTS IN THIS SECTION AND DOOR HARDWARE SETS INDICATED ON THE ON GLASS, MINIMUM EDGE AND FACE CLEARANCES,AND ADEQUATE SEALANT 1. MINIMUM BASE METAL THICKNESS: 0.0179 INCH(0.45 MM). A. EXAMINE AREAS AND SUBSTRATES,WITH INSTALLER PRESENT,AND INCLUDING WELDED DRAWINGS. THICKNESSES,WITH REASONABLE TOLERANCES. ADJUST AS REQUIRED BY PROJECT 5. CURVED PARTITIONS: HOLLOW-METAL FRAMES AND FRAMING, FOR COMPLIANCE WITH REQUIREMENTS AND 2.1 MATERIALS: CONDITIONS DURING INSTALLATION. 2. DEPTH: AS INDICATED ON DRAWINGS. OTHER CONDITIONS AFFECTING PERFORMANCE. 1. DOOR HARDWARE SETS: PROVIDE QUANTITY, ITEM,SIZE, FINISH OR COLOR INDICATED, A) BEND TRACK TO UNIFORM CURVE AND LOCATE STRAIGHT LENGTHS SO THEY ARE D A. CUSTOM HOLLOW METAL WORK: HOLLOW METAL WORK FABRICATED AND PRODUCTS EQUIVALENT IN FUNCTION AND COMPARABLE IN QUALITY TO NAMED C. PROTECT GLASS EDGES FROM DAMAGE DURING HANDLING AND INSTALLATION. REMOVE F. RESILIENT FURRING CHANNELS: 112-INCH-(12.7-MM-)DEEP, STEEL SHEET MEMBERS TANGENT TO ARCS. B. EXAMINE PANELS BEFORE INSTALLATION. REJECT PANELS THAT ARE WET, MOISTURE ANSI/NAAMM-HMMA 861. PRODUCTS. DAMAGED GLASS FROM PROJECT SITE AND LEGALLY DISPOSE OF OFF PROJECT SITE. DESIGNED TO REDUCE SOUND TRANSMISSION. DAMAGED,AND MOLD DAMAGED. DAMAGED GLASS IS GLASS WITH EDGE DAMAGE OR OTHER IMPERFECTIONS THAT WHEN B) BEGIN AND END EACH ARC WITH A STUD,AND SPACE INTERMEDIATE STUDS B. CUSTOM HOLLOW METAL DOORS: 1. CONFIGURATION: ASYMMETRICAL OR HAT SHAPED. EQUALLY ALONG ARCS. ON STRAIGHT LENGTHS OF NOT LESS THAN 2 STUDS AT 2. SEQUENCE OF OPERATION: PROVIDE ELECTRIFIED DOOR HARDWARE FUNCTION, INSTALLED, COULD WEAKEN GLASS AND IMPAIR PERFORMANCE AND APPEARANCE. C. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN SEQUENCE OF OPERATION,AND INTERFACE WITH OTHER BUILDING CONTROL SYSTEMS ENDS OF ARCS, PLACE STUDS 6 INCHES(150 MM)O.C. CORRECTED. 1. GENERAL: PROVIDE DOORS NOT LESS THAN 1-3/4 INCHES(44.5 MM)THICK, OF G. COLD-ROLLED FURRING CHANNELS: 0.0538-INCH (1.37-MM)BARE-STEEL THICKNESS, INDICATED. D. APPLY PRIMERS TO JOINT SURFACES WHERE REQUIRED FOR ADHESION OF SEALANTS,AS SEAMLESS HOLLOW CONSTRUCTION UNLESS OTHERWISE INDICATED. CONSTRUCT DETERMINED BY PRECONSTRUCTION SEALANT-SUBSTRATE TESTING. WITH MINIMUM 1/2-INCH-(12.7-MM-)WIDE FLANGES. E. Z-FURRING MEMBERS: D. INSTALL CEILING PANELS ACROSS FRAMING TO MINIMIZE THE NUMBER OF ABUTTING END DOORS WITH SMOOTH SURFACES WITHOUT VISIBLE JOINTS OR SEAMS ON EXPOSED B. DESIGNATIONS: REQUIREMENTS FOR DESIGN, GRADE, FUNCTION, FINISH, SIZE,AND JOINTS AND TO AVOID ABUTTING END JOINTS IN CENTRAL AREA OF EACH CEILING. FACES. COMPLY WITH ANSI/NAAMM-HMMA 861. ' ' 1. DEPTH: AS INDICATED ON DRAWINGS. 1. ERECT INSULATION (SPECIFIED IN DIVISION 07 SECTION"THERMAL INSULATION") OTHER DISTINCTIVE QUALITIES OF EACH TYPE OF DOOR HARDWARE ARE INDICATED ON E. INSTALL SETTING BLOCKS IN SILL RABBETS, SIZED AND LOCATED TO COMPLY WITH VERTICALLY AND HOLD IN PLACE WITH Z-FURRING MEMBERS SPACED[24 INCHES(610 STAGGER ABUTTING END JOINTS OF ADJACENT PANELS NOT LESS THAN ONE FRAMING THE DRAWINGS. PRODUCTS ARE IDENTIFIED BY USING DOOR HARDWARE DESIGNATIONS, REFERENCED GLAZING PUBLICATIONS, UNLESS OTHERWISE REQUIRED BY GLASS MEMBER. • 2. EXTERIOR DOOR FACE SHEETS: FABRICATED FROM GALVANIZED(COMPLYING WITH AS FOLLOWS: 2. FURRING BRACKETS: ADJUSTABLE, CORRUGATED-EDGE TYPE OF STEEL SHEET WITH MM)] [600 MM]O.C. MANUFACTURER. SET BLOCKS IN THIN COURSE OF COMPATIBLE SEALANT SUITABLE FOR ASTM A924 AND A653)OR GALVANEALED STEEL SHEET(COMPLYING WITH ASTM A591) HEEL BEAD. MINIMUM BARE-STEEL THICKNESS OF 0.0312 INCH(0.79 MM). E. INSTALL PANELS WITH FACE SIDE OUT. BUTT PANELS TOGETHER FOR A LIGHT CONTACT MINIMUM 0.053 INCH(1.3 MM)THICK. 2. EXCEPT AT EXTERIOR CORNERS SECURELY ATTACH NARROW FLANGES OF FURRING 1. NAMED MANUFACTURERS' PRODUCTS: MANUFACTURER AND PRODUCT DESIGNATION AT EDGES AND ENDS WITH NOT MORE THAN 1/16 INCH (1.5 MM)OF OPEN SPACE BETWEEN 3. TIE WIRE ASTM A 641/A 641M, CLASS 1 ZINC COATING SOFT TEMPER 0.0625-INCH- MEMBERS TO WALL WITH CONCRETE STUB NAILS SCREWS DESIGNED FOR MASONRY 3. INTERIOR DOOR FACE SHEETS: FABRICATED FROM COLD-ROLLED STEEL SHEET, ARE LISTED FOR EACH DOOR HARDWARE TYPE REQUIRED FOR THE PURPOSE OF F. DO NOT EXCEED EDGE PRESSURES STIPULATED BY GLASS MANUFACTURERS FOR (1.59-MM-)DIAMETER WIRE, OR DOUBLE STRAND OF 0.0475-INCH-(1.21-MM-)DIAMETER ATTACHMENT, OR POWDER-DRIVEN FASTENERS SPACED 24 INCHES(600 MM)O.C. PANELS. DO NOT FORCE INTO PLACE. MINIMUM 0.042 INCH (1.0 MM)THICK. ESTABLISHING MINIMUM REQUIREMENTS. MANUFACTURERS NAMES ARE ABBREVIATED INSTALLING GLASS LITES. WIRE. ON THE DRAWINGS. F. LOCATE EDGE AND END JOINTS OVER SUPPORTS, EXCEPT IN CEILING APPLICATIONS 3. AT EXTERIOR CORNERS,ATTACH WIDE FLANGE OF FURRING MEMBERS TO WALL WITH 4. CORE CONSTRUCTION: PROVIDE THERMAL-RESISTANCE-RATED CORES FOR EXTERIOR G. PROVIDE EDGE BLOCKING WHERE INDICATED OR NEEDED TO PREVENT GLASS LITES H. Z-SHAPED FURRING: WITH SLOTTED OR NONSLOTTED WEB, FACE FLANGE OF 1-114 SHORT FLANGE EXTENDING BEYOND CORNER; ON ADJACENT WALL SURFACE, WHERE INTERMEDIATE SUPPORTS OR GYPSUM BOARD BACK-BLOCKING IS PROVIDED DOORS. 2.1 SCHEDULED DOOR HARDWARE(CONTINUED) FROM MOVING SIDEWAYS IN GLAZING CHANNEL,AS RECOMMENDED IN WRITING BY GLASS BEHIND END JOINTS. DO NOT PLACE TAPERED EDGES AGAINST CUT EDGES OR ENDS. INCHES(31.8 MM),WALL ATTACHMENT FLANGE OF 7/8 INCH (22.2 MM), MINIMUM SCREW-ATTACH SHORT FLANGE OF FURRING CHANNEL TO WEB OF ATTACHED MANUFACTURER AND ACCORDING TO REQUIREMENTS IN REFERENCED GLAZING STAGGER VERTICAL JOINTS ON OPPOSITE SIDES OF PARTITIONS. DO NOT MAKE JOINTS C. SOURCE LIMITATIONS: OBTAIN EACH TYPE AND VARIETY OF DOOR HARDWARE FROM A BARE-METAL THICKNESS OF 0.0179 INCH (0.45 MM),AND DEPTH REQUIRED TO FIT CHANNEL. AT INTERIOR CORNERS, SPACE SECOND MEMBER NO MORE THAN 12 A) STEEL-STIFFENED CORE: 0.026-INCH-(0.7-MM-)THICK, STEEL VERTICAL STIFFENERS SINGLE MANUFACTURER, UNLESS OTHERWISE INDICATED. PUBLICATIONS. INSULATION THICKNESS INDICATED. INCHES (300 MM}FROM CORNER AND CUT INSULATION TO FIT. OTHER THAN CONTROL JOINTS AT CORNERS OF FRAMED OPENINGS. OF SAME MATERIAL AS FACE SHEETS EXTENDING FULL-DOOR HEIGHT,WITH VERTICAL WEBS SPACED NOT MORE THAN 6 INCHES(152 MM)APART,SPOT WELDED 2 2 KEYING H. SET GLASS LITES IN EACH SERIES WITH UNIFORM PATTERN, DRAW, BOW,AND SIMILAR 2.1 AUXILIARY MATERIALS G. FORM CONTROL AND EXPANSION JOINTS WITH SPACE BETWEEN EDGES OF ADJOINING TO FACE SHEETS A MAXIMUM OF 5 INCHES(127 MM)O.C. SPACES FILLED BETWEEN CHARACTERISTICS. GYPSUM PANELS. SECTION 092900 - GYPSUM BOARD STIFFENERS WITH GLASS-OR MINERAL-FIBER INSULATION. A. KEYING SYSTEM: LOCALLY KEYED, COMPLYING WITH GUIDELINES IN HM A156.28, A. GENERAL: PROVIDE AUXILIARY MATERIALS THAT COMPLY WITH REFERENCED I. WHERE WEDGE-SHAPED GASKETS ARE DRIVEN INTO ONE SIDE OF CHANNEL TO INSTALLATION STANDARDS. 3.1 EXECUTION (CONTINUED) PERMIT 1.1 INCLUDED ITEMS APPENDIX A. 1) FIRE DOOR CORE: AS REQUIRED TO PROVIDE FIRE-PROTECTION AND PRESSURIZE SEALANT OR GASKET ON OPPOSITE SIDE, PROVIDE ADEQUATE ANCHORAGE A. INTERIOR AND EXTERIOR GYPSUM BOARD AND TILE BACKING PANELS. TEMPERATURE-RISE RATINGS INDICATED. B. KEYS: NICKEL SILVER. SO GASKET CANNOT WALK OUT WHEN INSTALLATION IS SUBJECTED TO MOVEMENT. 1. FASTENERS FOR METAL FRAMING: OF TYPE, MATERIAL, SIZE, CORROSION H. ATTACHMENT TO STEEL FRAMING: ATTACH PANELS SO LEADING EDGE OR END OF EACH REVIEW RESISTANCE, HOLDING POWER,AND OTHER PANEL IS ATTACHED TO OPEN (UNSUPPORTED)EDGES OF STUD FLANGES FIRST. 2) EXTERIOR INSULATED DOORS: PROVIDE POLYSTYRENE OR POLYURETHANE 1. STAMPING: PERMANENTLY INSCRIBE EACH KEY WITH A VISUAL KEY CONTROL NUMBER J. SQUARE CUT WEDGE-SHAPED GASKETS AT CORNERS AND INSTALL GASKETS IN A PROPERTIES REQUIRED TO FASTEN STEEL MEMBERS TO SUBSTRATES. 2.1 PERFORMANCE REQUIREMENTS FOAM CORE. MANNER RECOMMENDED BY GASKET MANUFACTURER TO PREVENT CORNERS FROM 2. QUANTITY: IN ADDITION TO ONE EXTRA KEY BLANK FOR EACH LOCK, PROVIDE THE PULLING AWAY; SEAL CORNER JOINTS AND BUTT JOINTS WITH SEALANT RECOMMENDED 2. STUD SIZE. A. GENERAL: COMPLYING WITH ASTM C 36/C 36M OR ASTM C 1396/C 1396M,AS APPLICABLE I. WOOD FRAMING: INSTALL GYPSUM PANELS OVER WOOD FRAMING,WITH FLOATING 5. VERTICAL EDGES FOR SINGLE-ACTING DOORS: BEVELED 1/8 INCH IN 2 INCHES FOLLOWING: BY GASKET MANUFACTURER. TO TYPE OF GYPSUM BOARD INDICATED AND WHICHEVER IS MORE STRINGENT. INTERNAL CORNER CONSTRUCTION. DO NOT ATTACH GYPSUM PANELS ACROSS THE FLAT (3 MM IN 50 MM). 3.1 EXAMINATION GRAIN OF WIDE-DIMENSION LUMBER, INCLUDING FLOOR JOISTS AND HEADERS. FLOAT A) CYLINDER CHANGE KEYS: THREE. K. INSPECT THE GLASS PRIOR TO FINAL CLEANING. REMOVE AND REPLACE ALL BROKEN, 1. MANUFACTURES GYPSUM PANELS OVER THESE MEMBERS, OR PROVIDE CONTROL JOINTS TO COUNTERACT 6. TOP AND BOTTOM CHANNELS: CLOSED WITH CONTINUOUS CHANNELS, MINIMUM 0.053 SCRATCHED OR OTHERWISE DAMAGED GLASS AT NO EXPENSE TO OWNER. A. EXAMINE AREAS AND SUBSTRATES,WITH INSTALLER PRESENT,AND INCLUDING WELDED WOOD SHRINKAGE. INCH (1.3 MM)THICK, OF SAME MATERIAL AS FACE SHEETS AND CONTINUOUSLY g) MASTER KEYS: FIVE. HOLLOW-METAL FRAMES, CAST-IN ANCHORS,AND STRUCTURAL FRAMING, FOR A) AMERICAN GYPSUM CO. C WELDED TO BOTH FACE SHEETS. 3.1 INSTALLATION L. PROTECT EXTERIOR GLASS FROM DAMAGE IMMEDIATELY AFTER INSTALLATION BY COMPLIANCE WITH REQUIREMENTS AND OTHER CONDITIONS AFFECTING PERFORMANCE. J. STC-RATED ASSEMBLIES: SEAL CONSTRUCTION AT PERIMETERS, BEHIND CONTROL ATTACHING CROSSED STREAMERS TO FRAMING HELD AWAY FROM GLASS. DO NOT APPLY B) BP AMERICA INC. JOINTS,AND AT OPENINGS AND PENETRATIONS WITH A CONTINUOUS BEAD OF 7. HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO ANSI/NAAMM-HMMA 861 A. MOUNTING HEIGHTS: MOUNT DOOR HARDWARE UNITS AT HEIGHTS INDICATED AS MARKERS TO GLASS SURFACE. REMOVE NONPERMANENT LABELS,AND CLEAN 1. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE ACOUSTICAL SEALANT. INSTALL ACOUSTICAL SEALANT AT BOTH FACES OF PARTITIONS AT Q t 1 Lon WITH REINFORCING PLATES FROM SAME MATERIAL AS DOOR FACE SHEETS. FOLLOWS UNLESS OTHERWISE INDICATED OR REQUIRED TO COMPLY WITH GOVERNING SURFACES. BEEN CORRECTED. C) G-P GYPSUM. PERIMETERS AND THROUGH PENETRATIONS. COMPLY WITH ASTM C 919 AND WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR LOCATING EDGE TRIM AND REGULATIONS. C. CUSTOM HOLLOW METAL FRAMES: M. PROTECT GLASS FROM CONTACT WITH CONTAMINATING SUBSTANCES RESULTING FROM 3.2 PREPARATION CLOSING OFF SOUND-FLANKING PATHS AROUND OR THROUGH ASSEMBLIES, INCLUDING f, ' '`' D) LAFARGE NORTH AMERICA INC. r �, ` CONSTRUCTION OPERATIONS INCLUDING WELD SPLATTER. IF DESPITE SUCH SEALING PARTITIONS ABOVE ACOUSTICAL CEILINGS. (!f` ' 1. GENERAL: FABRICATE FRAMES OF CONSTRUCTION INDICATED. CLOSE CONTACT 1. STANDARD STEEL DOORS AND FRAMES: DHI'S"RECOMMENDED LOCATIONS FOR PROTECTION, CONTAMINATING SUBSTANCES DO COME INTO CONTACT WITH GLASS, A. SUSPENDED ASSEMBLIES: COORDINATE INSTALLATION OF SUSPENSION SYSTEMS WITH n `ti° ;,f ARCHITECTURAL HARDWARE FOR STANDARD STEEL DOORS AND FRAMES. E) NATIONAL GYPSUM COMPANY. � ;f EDGES OF CORNER JOINTS TIGHT WITH FACES MITERED AND STOPS BUTTED OR REMOVE SUBSTANCES IMMEDIATELY AS RECOMMENDED BY GLASS MANUFACTURER. INSTALLATION OF OVERHEAD STRUCTURE TO ENSURE THAT INSERTS AND OTHER K. PROTECT INSTALLED PRODUCTS FROM DAMAGE FROM WEATHER, CONDENSATION ";{f%.' MITERED. CONTINUOUSLY WELD FACES AND SOFFITS AND FINISH FACES SMOOTH. PROVISIONS FOR ANCHORAGES TO BUILDING STRUCTURE HAVE BEEN INSTALLED TO F) ABC GYPSUM. DIRECT SUNLIGHT, CONSTRUCTION,AND OTHER CAUSES DURING REMAINDER OF THE �, :; COMPLY WITH ANSIINAAMM-HMMA 861. 2. WOOD DOORS: DHI WDHS.3, "RECOMMENDED LOCATIONS FOR ARCHITECTURAL RECEIVE HANGERS AT SPACING REQUIRED TO SUPPORT THE WORK AND THAT HANGERS ) f, ` %� f, HARDWARE FOR WOOD FLUSH DOORS." CONSTRUCTION PERIOD. f f x�f{- t' DIVISION 9 FINISHES WILL DEVELOP THEIR FULL STRENGTH. G)TEMPLE. A) DOOR FRAMES FOR OPENINGS 48 INCHES (1219 MM WIDE OR LESS: FABRICATED - . ( ) B. INSTALL EACH DOOR HARDWARE ITEM TO COMPLY WITH MANUFACTURERS WRITTEN L. REMOVE AND REPLACE PANELS (AT NO CHARGE TO OWNER)THAT ARE WET MOISTURE ,- „f,- FROM 0.053-INCH-(1.3-MM-)THICK STEEL SHEET. INSTRUCTIONS. WHERE CUTTING AND FITTING ARE REQUIRED TO INSTALL DOOR 1. FURNISH CONCRETE INSERTS AND OTHER DEVICES INDICATED TO OTHER TRADES H) USG CORPORATION. DAMAGED,AND MOLD DAMAGED. Intb r8, HARDWARE ONTO OR INTO SURFACES THAT ARE LATER TO BE PAINTED OR FINISHED IN SECTION 092216 - NON-STRUCTURAL METAL FRAMING FOR INSTALLATION IN ADVANCE OF TIME NEEDED FOR COORDINATION AND ' B) DOOR FRAMES FOR OPENINGS MORE THAN 48 INCHES(1219 MM)WIDE: FABRICATED ANOTHER WAY, COORDINATE REMOVAL, STORAGE,AND REINSTALLATION OF SURFACE CONSTRUCTION. B. REGULAR TYPE: FROM 0.067-INCH-(1.7-MM-)THICK STEEL SHEET. PROTECTIVE TRIM UNITS WITH FINISHING WORK SPECIFIED IN DIVISION 09 SECTIONS. DO 1.1 INCLUDED ITEMS 3.3 INSTALLATION, GENERAL 3.2 FINISHING GYPSUM BOARD NOT INSTALL SURFACE-MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON 1. THICKNESS: 5/8 INCH (15.9 MM). C) SIDELIGHT AND TRANSOM FRAMES: FABRICATED FROM SAME THICKNESS MATERIAL SUBSTRATES INVOLVED. A. THIS SECTION INCLUDES NON-LOAD-BEARING STEEL FRAMING MEMBERS FOR THE A. INSTALLATION STANDARD: ASTM C 754, EXCEPT COMPLY WITH FRAMING SIZES AND A. GENERAL: TREAT GYPSUM BOARD JOINTS, INTERIOR ANGLES, EDGE TRIM, CONTROL AS ADJACENT DOOR FRAME. FOLLOWING APPLICATIONS: SPACING INDICATED. 2. LONG EDGES:TAPERED. JOINTS, PENETRATIONS, FASTENER HEADS, SURFACE DEFECTS,AND ELSEWHERE AS 1. SET UNITS LEVEL, PLUMB,AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE REQUIRED TO PREPARE GYPSUM BOARD SURFACES FOR DECORATION. PROMPTLY D) BORROWED-LIGHT FRAMES: FABRICATED FROM 0.053-INCH-(1.3-MM-)THICK STEEL ATTACHMENT SUBSTRATES AS NECESSARY FOR PROPER INSTALLATION AND 1. INTERIOR FRAMING SYSTEMS(E.G., SUPPORTS FOR PARTITION WALLS, FRAMED 1. GYPSUM BOARD ASSEMBLIES: ALSO COMPLY WITH REQUIREMENTS IN ASTM C 840 C. TYPE X: REMOVE RESIDUAL JOINT COMPOUND FROM ADJACENT SURFACES. SHEET. OPERATION. SOFFITS, FURRING, ETC.). THAT APPLY TO FRAMING INSTALLATION. THIRSTY LION PUB&GRILL 1. THICKNESS: 5/8 INCH (15.9 MM). B. REFILL OPEN JOINTS AND DAMAGED SURFACE AREAS. . E) CONFIGURATION: DOUBLE EQUAL RABBITS 2. DRILL AND COUNTERSINK UNITS THAT ARE NOT FACTORY PREPARED FOR ANCHORAGE 2. INTERIOR SUSPENSION SYSTEMS(E.G., SUPPORTS FOR CEILINGS,SUSPENDED B. INSTALL SUPPLEMENTARY FRAMING,AND BLOCKING TO SUPPORT FIXTURES, EQUIPMENT FASTENERS. SPACE FASTENERS AND ANCHORS ACCORDING TO INDUSTRY SOFFITS, ETC.). SERVICES, HEAVY TRIM, GRAB BARS,TOILET ACCESSORIES, FURNISHINGS, OR SIMILAR 2. LONG EDGES:TAPERED. C. APPLY JOINT TAPE OVER GYPSUM BOARD JOINTS, EXCEPT THOSE WITH TRIM HAVING 2. EXTERIOR DOOR FRAMES: FABRICATED FROM GALVANIZED GALVANIZED(COMPLYING STANDARDS. CONSTRUCTION. FLANGES NOT INTENDED FOR TAPE. WITH ASTM A924 AND A653)OR GALVANEALED STEEL SHEET(COMPLYING WITH ASTM 2.2 NON-LOAD-BEARING STEEL FRAMING, GENERAL D. TYPE C: A591). C. FIRE-RATED DOOR ASSEMBLIES: ASSEMBLIES COMPLYING WITH NFPA 80 THAT ARE A. RECYCLED CONTENT OF STEEL PRODUCTS: PROVIDE PRODUCTS WITH AVERAGE C. INSTALL BRACING AT TERMINATIONS IN ASSEMBLIES. D. GYPSUM BOARD FINISH LEVELS: FINISH PANELS TO LEVELS INDICATED BELOW AND LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO 3. INTERIOR DOOR FRAMES: FABRICATED FROM COLD-ROLLED STEEL SHEET. 1. THICKNESS: AS REQUIRED BY FIRE-RESISTANCE-RATED ASSEMBLY INDICATED ON ACCORDING TO ASTM C 840: 10145 SW WASHINGTON AUTHORITIES HAVING JURISDICTION, FOR FIRE RATINGS INDICATED, BASED ON TESTING RECYCLED CONTENT OF STEEL PRODUCTS SUCH THAT POSTCONSUMER RECYCLED D. DO NOT BRIDGE BUILDING CONTROL AND EXPANSION JOINTS WITH NON-LOAD-BEARING DRAWINGS. SQUARE RD. 4. HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO ANSI/NAAMM-HMMA 861 ACCORDING TO NFPA 252. CONTENT PLUS ONE-HALF OF PRECONSUMER RECYCLED CONTENT IS NOT LESS THAN 25 STEEL FRAMING MEMBERS. FRAME BOTH SIDES OF JOINTS INDEPENDENTLY. 1. LEVEL 5: WHERE INDICATED ON DRAWINGS. TIGARD,OREGON WITH REINFORCING PLATES FROM SAME MATERIAL AS FRAME. PERCENT. 2. LONG EDGES:TAPERED. 3.4 INSTALLING SUSPENSION SYSTEMS 2. LEVEL 4: TYPICAL UNLESS INDICATED OR SPECIFIED OTHERWISE. RETURN TO THE 5. HEAD REINFORCEMENT: PROVIDE MINIMUM 0.093-INCH-(2.3-MM-)THICK, STEEL B. FRAMING MEMBERS, GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. SITE AFTER PRIMER IS APPLIED,AND TOUCH-UP SURFACE DEFECTS. CHANNEL OR ANGLE STIFFENER FOR OPENING WIDTHS MORE THAN 48 INCHES 1. STEEL SHEET COMPONENTS: COMPLY WITH ASTM C 645 REQUIREMENTS FOR METAL, A. INSTALLATION TOLERANCES: INSTALL SUSPENSION SYSTEMS THAT ARE LEVEL TO 3. LEVEL 3: SURFACES TO RECEIVE WALL COVERING OR TEXTURED FINISH. (1219 MM). UNLESS OTHERWISE INDICATED. WITHIN 8 INCH IN 12 FEET(3 MM IN 3.6 M)MEASURED LENGTHWISE ON EACH MEMBER B THAT WILL RECEIVE FINISHES AND TRANSVERSELY BETWEEN PARALLEL MEMBERS THAT 4. LEVEL 2: STORAGE ROOMS, MECHANICAL ROOMS,JANITORS CLOSETS AND SURFACES 2. PROTECTIVE COATING: ASTM A 653/A 653M, G60(Z180), HOT-DIP GALVANIZED, UNLESS WILL RECEIVE FINISHES. TO RECEIVE TILE OR OTHER THICK FINISH MATERIALS APPLIED TO GYPSUM BOARD OTHERWISE INDICATED. SURFACES. c') -0. 5. LEVEL 1: CEILING PLENUM AREAS, CONCEALED AREAS,CONCEALED AREAS REQUIRED U TO BE"FIRE TAPED", SURFACES IN ACOUSTICAL ASSEMBLIES THAT ARE CONCEALED w FROM VIEW AND WHERE INDICATED. a. CI? (71 O 0 1 O N 0 N C) 0 Cl) I- w REV DATE FILE ti O co N O �.) a) Co E a) d C a) U 0 H 0 > E U L Q N o PM: L. KALE rn -3 A PA: M. MCLAUGHLIN m L o DRAWN BY: O o JOB NO: 092020 L 0 DATE: 07.28.2010 o E I I mti dc) C N O- t AO L_O N L GO.22 1- 3_ , `7 N N O •• o GENERAL 6 22 SPECIFICATIONS 00 iii 0 I I I I I 1 I 2 1 3 I 4 I 5 6 DIVISION 9 - FINISHES (CONTINUED) DIVISION 9 - FINISHES (CONTINUED) DIVISION 9 - FINISHES (CONTINUED) DIVISION 9 - FINISHES (CONTINUED) DIVISION 9 - FINISHES (CONTINUED) LDIVISION 10 - SPECIALTIES (CONTINUED) a r n - G R O U P 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com SECTION 092900 - GYPSUM BOARD (CONTINUED) SECTION 093000 - TILING (CONTINUED) SECTION 096513 - RESILIENT BASE AND ACCESSORIES SECTION 096800 - CARPETING (CONTINUED) SECTION 099000 - PAINTING AND COATING (CONTINUED) SECTION 104400 - FIRE PROTECTION SPECIALTIES (CONTINUED) (CONTINUED) 6. LEVEL 0: PROVIDE AT SURFACES OF NON-FIRE RATED ASSEMBLIES CONCEALED FROM 3.2 WALL TILE INSTALLATION 2. CARPET EDGE FOR GLUE-DOWN APPLICATIONS. 6. RESILIENT MOLDINGS AND EDGE STRIPS: PRODUCT TYPES TO SUIT APPLICATION 2.3 PRIMERS/SEALERS 2.1 CABINETS VIEW IN THE FINISHED WORK, INCLUDING SURFACES TO BE COVERED BY CASEWORK, SPECIFIED IN SECTION"RESILIENT FLOORING",OF MAXIMUM LENGTHS TO MINIMIZE WOOD PANELING. A. INSTALL TYPES OF TILE DESIGNATED FOR WALL INSTALLATIONS TO COMPLY WITH D. ACCESSORIES: RUNNING JOINTS. A. INTERIOR LATEX 100 PERCENT ACRYLIC PRIMER/SEALER: MP#50. A. CABINET TYPE: SUITABLE FOR FIRE EXTINGUISHER. REQUIREMENTS IN THE WALL TILE INSTALLATION SCHEDULE, INCLUDING THOSE 3.1 PREPARATION o D E. GLASS-MAT GYPSUM SHEATHING BOARD: FINISH ACCORDING TO MANUFACTURER'S REFERENCING CA INSTALLATION METHODS AND ANSI SETTING-BED STANDARDS. 1. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY MANUFACTURER TO SUIT 1. BENJAMIN MOORE"FRESH START ALL PURPOSE 100%ACRYLIC PRIMER" (023) 1. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE 3 ``C} WRITTEN INSTRUCTIONS FOR USE AS EXPOSED SOFFIT BOARD. RESILIENT PRODUCTS AND SUBSTRATE CONDITIONS INDICATED. FOLLOWING: �'J� j 41:, B. JOINT WIDTHS: INSTALL TILE ON WALLS WITH THE FOLLOWING JOINT WIDTHS: A. CONCRETE SUBFLOORS: VERIFY THAT CONCRETE SLABS COMPLY WITH ASTM F 710 AND 2. MILLER PAINT"ALL PURPOSE STAIN BLOCKING PRIMER"(6060) C C Y R. F. GLASS-MAT,WATER-RESISTANT BACKING PANELS: FINISH ACCORDING TO A) USE ADHESIVES THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT THE FOLLOWING: A) J. L. INDUSTRIES, INC.,A DIVISION OF ACTIVAR CONSTRUCTION PRODUCTS GROUP; 4L�' ► RE �("). MANUFACTURER'S WRITTEN INSTRUCTIONS. 1. GLAZED WALL TILE: 1116 INCH (1.6 MM). WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24): 3. COMPARABLE PRODUCTS BY MANUFACTURER'S LISTED ABOVE "AMBASSADOR"SERIES. f ,I II f. ).".3 1. SLAB SUBSTRATES ARE DRY AND FREE OF CURING COMPOUNDS, SEALERS, 1) COVE BASE ADHESIVES: NOT MORE THAN 50 G/L. HARDENERS,AND OTHER MATERIALS THAT MAY INTERFERE WITH ADHESIVE BOND. 4. VOC CONTENT: E RANGE OF El. 2. OR COMPARABLE PRODUCTS BY THE FOLLOWING MANUFACTURER'S: E SECTION 093000 - TILING DETERMINE ADHESION AND DRYNESS CHARACTERISTICS BY PERFORMING BOND AND POR AND, OR� 2) RUBBER FLOOR ADHESIVES: NOT MORE THAN 60 G/L. MOISTURE TESTS RECOMMENDED BY CARPET CUSHION MANUFACTURER. B. EPDXY PRIMER: A) KIDDED RESIDENTIAL AND COMMERCIAL DIVISION, SUBSIDIARY OF KIDDE PLC. ' �` 1.1 INCLUDED ITEMS: ) `, vO 3.3 FLOOR TILE INSTALLATION SCHEDULE 2. SUBFLOOR FINISHES COMPLY WITH REQUIREMENTS SPECIFIED IN DIVISION 03 1. TENNECO SERIES"HI-BUILD EPDXOLINE II"(N69) -v A. TILING INCLUDES: 2. STAIR-TREAD-NOSE FILLER: TWO-PART EPDXY COMPOUND RECOMMENDED BY SECTION "CAST-IN-PLACE CONCRETE"AND"HYDRAULIC CEMENT UNDERLAYMENT" B) LARSEN'S MANUFACTURING COMPANY. F 0 A. INTERIOR FLOOR APPLICATION-THINS OVER CONCRETE SUBSTRATE AND CONCRETE RESILIENT TREAD MANUFACTURER TO FILL NOSING SUBSTRATES THAT DO NOT FOR SLABS RECEIVING CARPET. 2. CAMERON INTERNATIONAL"AMERCOAT"(385) 1. CERAMIC TILE. SUBSTRATES WITH WATERPROOF MEMBRANE. CONFORM TO TREAD CONTOURS. C) POTTER ROEMER LLC. 3. SUBFLOORS ARE FREE OF CRACKS, RIDGES, DEPRESSIONS, SCALE,AND FOREIGN 3. VOC CONTENT: 2. WATERPROOF MEMBRANE FOR THIN-SET TILE INSTALLATIONS.' 1. ETNA SYSTEM: SIMILAR TO F113 OR F122 AT WATERPROOF MEMBRANES. E. FLOOR POLISH: PROVIDE PROTECTIVE LIQUID FLOOR POLISH PRODUCTS AS DEPOSITS. B. CABINET CONSTRUCTION: NONRATED. RECOMMENDED BY RESILIENT STAIR TREAD MANUFACTURER. ©MYHRE GROUP ARCHITECTS C. WOOD-KNOT SEALER: SEALER RECOMMENDED IN WRITING BY TOPCOAT MANUFACTURER C. CABINET MATERIAL: STEEL SHEET. THESE DRAWINGS ARE THE PROPERTY OF 3. BACKER UNITS INSTALLED AS PART OF TILE INSTALLATIONS. 2. INSTALLATION STANDARD: ANSI A108.5. B. GENERAL: COMPLY WITH CRI 104, SECTION 7.3, "SITE CONDITIONS; FLOOR FOR USE IN PAINT SYSTEMS INDICATED. MYHRE GROUP ARCHITECTS AND ARE NOT 3.1 PREPARATION TO BE REPRODUCED fN ANY MANNER,EXCEPT PREPARATION,"AND WITH CARPET MANUFACTURER'S WRITTEN INSTALLATION 1. TRIMLESS WITH CONCEALED FLANGE: SURFACE OF SURROUNDING WALL FINISHES WITH THE PRIOR WRITTEN APPROVAL 2.4 LATEX PAINTS OF MYHRE GROUP ARCHITECTS. 3. SETTING MATERIALS: THINS MORTAR; 3/32 INCH MINIMUM THICKNESS. A. PREPARE SUBSTRATES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS TO INSTRUCTIONS FOR PREPARING SUBSTRATES. FLUSH WITH EXTERIOR FINISHED SURFACE OF CABINET FRAME AND DOOR,WITHOUT 1.1 REFERENCES: ENSURE ADHESION OF RESILIENT PRODUCTS. A. INTERIOR LATEX(SATIN): MP#43(GLOSS LEVEL 3 OR 4). OVERLAPPING TRIM ATTACHED TO CABINET. PROVIDE RECESSED FLANGE, OF SAME , B. INTERIOR FLOOR APPLICATION-THINS OVER CONCRETE SUBSTRATE AND CRACK C. USE TROWELABLE LEVELING AND PATCHING COMPOUNDS,ACCORDING TO MATERIAL AS BOX,ATTACHED TO BOX TO ACT AS[PLASTER STOP][DRYWALL BEAD]. ISOLATION MEMBRANE. B. CONCRETE SUBSTRATES FOR RESILIENT STAIR TREADS AND ACCESSORIES: PREPARE MANUFACTURER'S WRITTEN INSTRUCTIONS,TO FILL CRACKS, HOLES,DEPRESSIONS, A. TILE COUNCIL OF NORTH AMERICA(TCNA): ACCORDING TO ASTM F 710. AND PROTRUSIONS IN SUBSTRATES. FILL OR LEVEL CRACKS, HOLES AND DEPRESSIONS 1. MILLER PAINT"SUPER MACRO"(6250) 2. TRIMLESS WITH HIDDEN FLANGE: FLANGE OF SAME METAL AND FINISH AS BOX BUILDING KEY PLAN ED 1. ETNA SYSTEM: SIMILAR F125 OR F125A AT CRACK ISOLATION MEMBRANES. 1/8 INCH WIDE OR WIDER,AND PROTRUSIONS MORE THAN 1/32 INCH, UNLESS MORE OVERLAPS SURROUNDING WALL FINISH AND IS CONCEALED FROM VIEW BY AN 1. HANDBOOK OF FOR CERAMIC TILE INSTALLATION, CURRENT EDITION. 1. VERIFY THAT SUBSTRATES ARE DRY AND FREE OF CURING COMPOUNDS, SEALERS, STRINGENT REQUIREMENTS ARE REQUIRED BY MANUFACTURER'S WRITTEN 2. BENJAMIN MOORE"WATERBORNE SATIN IMPERVIOUS"(314) OVERLAPPING DOOR. 2.1 TILE PRODUCTS 2. INSTALLATION STANDARD: ANSI A108.5. AND HARDENERS. INSTRUCTIONS. 3. COMPARABLE PRODUCTS BY MANUFACTURER'S LISTED ABOVE. 3. EXPOSED FLAT TRIM: ONE-PIECE COMBINATION TRIM AND PERIMETER DOOR FRAME A. MANUFACTURERS: REFER TO FINISH LEGEND". 3. SETTING MATERIALS: THINS MORTAR; 3/32 INCH MINIMUM THICKNESS. 2 REMOVE SUBSTRATE COAT I NGS AND OTHER SUBSTANCES THAT AR E INCOMPATIBLE AT 1 BLE D. REMOVE COATINGS, INCLUDING CU RIN G COMPOUNDS,AND OTHER SUBSTANCES THAT OVERLAPPING ING SURROUNDING WALL SURFACE WITH EXP OS ED TRIM FACE E AND WALL 4. VOC CONTENT: E RANGE OF E1. OC CO G O ARE INCOMPATIBLE WITH ADHESIVES AND THAT CONTAIN SOAP WAX OIL OR SILICONE RETURN AT OUTER EDGE(BACKBEND). WITH ADHESIVES AND THAT CONTAIN SOAP WAX OIL OR SILICONE USING , , , ou G , C. INTERIOR FLOOR APPLICATION-THICKSET EPDXY SYSTEM: WITHOUT USING NT �'<` >'��`': �:> i'i<i<`'•C O 00 HOU US G SOLVE S USE MECHANICAL METHODS RECOMMENDED IN WRITING BY REFER TO"FINISH LEGEND". MECHANICAL METHODS RECOMMENDED BY MANUFACTURER. DO NOT USE B. TILE DESCRIPTIONS: O S B. INTERIOR LATEX(SEMIGLOSS): MP#54(GLOSS LEVEL 5).{ D. SEMIRECESSED CABINET: CABINET BOX PARTIALLY RECESSED IN SUFFICIENT CARPET CUSHION MANUFACTURER. WALLS OF SOLVENTS. 1. ETNA SYSTEM: F132 DEPTH TO SUIT STYLE OF TRIM INDICATED-WITH ONE-PIECE COMBINATION TRIM AND 2.2 WATERPROOFING MEMBRANE ��•���..��� �� "PREMIUM"3. ALKALINITY AND ADHESION TESTING: PERFORM TESTS RECOMMENDED BY E. BROOM AND VACUUM CLEAN SUBSTRATES TO BE COVERED IMMEDIATELY BEFORE 1. MILLER PAINT PREMIUM (4580) PERIMETER DOOR FRAME OVERLAPPING SURROUNDING WALL SURFACE WITH EXPOSED >;»»:> A. GENERAL: MANUFACTURER'S STANDARD PRODUCT THAT COMPLIES WITH ANSI A118.10. 2. INSTALLATION STANDARD: ANSI A108.6. MANUFACTURER. INSTALLING CARPET. TRIM FACE AND WALL RETURN AT OUTER EDGE(BACKBEND). PROVIDE WHERE WALLS .. T _ 2. BENJAMIN MOORE"SUPER SPEC"(281) ARE OF INSUFFICIENT DEPTH FOR RECESSED CABINETS BUT ARE OF SUFFICIENT DEPTH J B. WATERPROOFING-SHEET PRODUCT: NONPLASTICIZED, CHLORINATED POLYETHYLENE 3. BOND COAT: EPDXY MORTAR OVER THICKSET MORTAR BED. 4. MOISTURE TESTING: PERFORM TESTS RECOMMENDED BY MANUFACTURER. 3.2 INSTALLATION TO ACCOMMODATE SEMIRECESSED CABINET INSTALLATION. FACED ON BOTH SIDES WITH HIGH-STRENGTH, NONWOVEN POLYESTER FABRIC, FOR PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES PASS TESTING. 3. COMPARABLE PRODUCTS BY MANUFACTURER'S LISTED ABOVE. ADHERING TO LATEX-PORTLAND CEMENT MORTAR;60 INCHES(1524 MM)WIDE BY 4. SLOPE THE MORTAR BED EVENLY TO THE FLOOR DRAINS. A. COMPLY WITH CRI 104 AND CARPET MANUFACTURER'S WRITTEN INSTALLATION 1. ROLLED-EDGE TRIM: 4-INCH (102-MM)BACKBEND DEPTH. 0.030-INCH (0.76-MM)NOMINAL THICKNESS. A) PERFORM ANHYDROUS CALCIUM CHLORIDE TEST,ASTM F 1869. PROCEED WITH INSTRUCTIONS FOR THE DIRECT-GLUE-DOWN INSTALLATION. 4. VOC CONTENT: E RANGE OF E1. 5. USE THIS SYSTEM WHERE DEPRESSED FLOOR SLABS ARE INDICATED. INSTALLATION ONLY AFTER SUBSTRATES HAVE MAXIMUM E. CABINET TRIM MATERIAL: STEEL SHEET. 1. PRODUCTS: MOISTURE-VAPOR-EMISSION RATE OF 3 LB OF WATER/1000 SQ. FT. IN 24 HOURS. B. COMPLY WITH CARPET MANUFACTURER'S WRITTEN RECOMMENDATIONS AND SHOP 2.6 TRANSPARENT VARNISH AND STAIN 6. USE EPDXY GROUT. DRAWINGS FOR SEAM LOCATIONS AND DIRECTION OF CARPET; MAINTAIN UNIFORMITY F. DOOR MATERIAL: STEEL SHEET. A) THE NOBLE COMPANY; NOBLESEAL TS. B} PERFORM RELATIVE HUMIDITY TEST USING IN SITU PROBES ASTM F 2170. OF CARPET DIRECTION AND LAY OF PILE. AT DOORWAYS, CENTER SEAMS UNDER THE A. EXTERIOR SEMI TRANSPARENT STAIN. D. INTERIOR FLOOR APPLICATION: THINS ON PLYWOOD FLOORS WITH JOIST SPACING AT 24 PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES HAVE MAXIMUM 75 DOOR IN CLOSED POSITION. G. DOOR STYLE: FULLY GLAZED PANEL WITH FRAME. D B) "DALSEAL TS."BY DAL-TILE CORP. INCHES ON CENTER. PERCENT RELATIVE HUMIDITY LEVEL MEASUREMENT. 1. BENJAMIN MOORE"ALKYD SEMI TRANSPARENT STAIN"(C328) C. DO NOT BRIDGE BUILDING EXPANSION JOINTS WITH CARPET. H. DOOR GLAZING: ACRYLIC SHEET. C) "MAPELASTIC"("PRP 315")BY MAPEI CORP. 1. ETNA F149 3.2 INSTALLATION OF RESILIENT BASE 2. COMPARABLE PRODUCTS BY MANUFACTURER'S LISTED ABOVE. D. CUT AND FIT CARPET TO BUTT TIGHTLY TO VERTICAL SURFACES, PERMANENT FIXTURES, 1. ACRYLIC SHEET COLOR: CLEAR TRANSPARENT ACRYLIC SHEET. D) "LATICRETE 9235,"BY LATICRETE INTERNATIONAL. 2. INSTALLATION STANDARD: ANSI A108.12. A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT AND BUILT-IN FURNITURE INCLUDING CABINETS, PIPES,OUTLETS, EDGINGS, 3. VOC CONTENT: E RANGE OF El. BASE. THRESHOLDS,AND NOSINGS. BIND OR SEAL CUT EDGES AS RECOMMENDED BY CARPET I. DOOR HARDWARE: MANUFACTURER'S STANDARD DOOR-OPERATING HARDWARE OF E) MER-KRETE B.F.P. BY MER-KOTE PRODUCTS, INC. 3. THIN-SET MORTAR: LATEX-PORTLAND CEMENT MORTAR. MANUFACTURER. B. EXTERIOR TRANSPARENT STAIN. PROPER TYPE FOR CABINET TYPE, TRIM STYLE,AND DOOR MATERIAL AND STYLE 4. GROUT: POLYMER-MODIFIED SANDED GROUT. B. TIGHTLY ADHERE RESILIENT BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH 1. BENJAMIN MOORE"ALKYD TRANSPARENT STAIN"(C323) INDICATED. . 2.3 TILE BACKING PANELS PIECE,WITH BASE IN CONTINUOUS CONTACT WITH HORIZONTAL AND VERTICAL SECTION 099000 - PAINTING AND COATING . SUBSTRATES. 1. DOOR LOCK: JL INDUSTRIES"SAF-T-LOK". A. CEMENTITIOUS BACKER UNITS: PROVIDE CEMENTITIOUS BACKER UNITS COMPLYING WITH 3.4 WALL TILE INSTALLATION SCHEDULE 1.1 INCLUDED ITEMS: 2. COMPARABLE PRODUCTS BY MANUFACTURER'S LISTED ABOVE. ANSI A118.9 IN MAXIMUM LENGTHS AVAILABLE TO MINIMIZE END-TO-END BUTT JOINTS. C. DO NOT STRETCH RESILIENT BASE DURING INSTALLATION. 2. PROVIDE MANUFACTURER'S STANDARD HINGE PERMITTING DOOR TO OPEN 180 A. TILE INSTALLATION: EXTERIOR WALL INSTALLATION OVER CEMENTITIOUS BACKER UNIT; A. SURFACE PREPARATION AND THE APPLICATION OF PAINT AND COATING SYSTEMS ON THE 3. VOC CONTENT: E RANGE OF El. DEGREES. ET MORTAR. 1. THICKNESS: 5/8 INCH (15.9 MM). THIN-S3.3 INSTALLATION OF RESILIENT ACCESSORIES FOLLOWING EXTERIOR AND INTERIOR SUBSTRATES: C. INTERIOR VARNISH. J. ACCESSORIES: 2. WIDTH: MINIMUM 32 INCHES(813 MM). 1. ETNA W244. A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT 1. STEEL. 1. BENJAMIN MOORE"IMPERVO SPAR-VARNISH" (440) 1. IDENTIFICATION: LETTERING COMPLYING WITH AUTHORITIES HAVING JURISDICTION 2. INSTALLATION STANDARD: ANSI A108.5 AND ANSI A108.11. ACCESSORIES. 3. PRODUCTS: 2. GALVANIZED METAL. 2. COMPARABLE PRODUCTS BY MANUFACTURER'S LISTED ABOVE. FOR LETTER STYLE, SIZE, SPACING,AND LOCATION. LOCATE AS DIRECTED BY B. RESILIENT STAIR ACCESSORIES: ARCHITECT. A) C-CURE; C-CURE BOARD 990. 3. THIN-SET MORTAR: LATEX-PORTLAND CEMENT MORTAR. 3. WOOD. 3. VOC CONTENT: E RANGE OF El. K. FINISHES: FACTORY PRIMED FOR FIELD PAINTING. 4. GROUT: EPDXY UNSHADED GROUT ANSI A118.3 1. USE STAIR-TREAD-NOSE FILLER TO FILL NOSING SUBSTRATES THAT DO NOT . B) CUSTOM BUILDING PRODUCTS;WONDER BOARD. CONFORM TO TREAD CONTOURS. 4. FIBER CEMENT SIDING. 3.2 EXTERIOR COATING SURFACES B. TILE INSTALLATION: INTERIOR WALL INSTALLATION OVER GYPSUM BOARD;THIN-SET 2.2 FIRE EXTINGUISHER C) FINANCE, INC.; UTIL-A-CRETE CONCRETE BACKER BOARD. 2. TIGHTLY ADHERE TO SUBSTRATES THROUGHOUT LENGTH OF EACH PIECE. 5. GYPSUM BOARD. A. STEEL SUBSTRATES: MORTAR. A. FIRE EXTINGUISHERS: TYPE, SIZE,AND CAPACITY FOR EACH FIRE PROTECTION CABINET PERMIT D) USG CORPORATION; BURDOCK CEMENT BOARD. 3. FOR TREADS INSTALLED AS SEPARATE, EQUAL-LENGTH UNITS, INSTALL TO PRODUCE 2.1 MANUFACTURERS INDICATED. 1. ETNA W243 1. POLYURETHANE, PIGMENTED SYSTEM: MP EXT 5.1G REVIEW A FLUSH JOINT BETWEEN UNITS. A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS B. GLASS-MAT,WATER-RESISTANT BACKING BOARD: 2. INSTALLATION STANDARD: ANSI A108.5. BY ONE OF THE FOLLOWING: A) SYSTEM: 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE C. RESILIENT MOLDING ACCESSORIES: BUTT TO ADJACENT MATERIALS AND TIGHTLY PRODUCTS BY ONE OF THE FOLLOWING: I 1. COMPLYING WITH ASTM C 1178/C 1178M. ADHERE TO SUBSTRATES THROUGHOUT LENGTH OF EACH PIECE. INSTALL REDUCER 1) PRIMER: EPDXY ZINC RICH PRIMER; ONE COAT, MINIMUM 3 MIL DT. 3. THIN-SET MORTAR: LATEX-PORTLAND CEMENT MORTAR. STRIPS AT EDGES OF RESILIENT FLOOR COVERING THAT WOULD OTHERWISE BE 1. EXTERIOR PAINT SYSTEMS: ) A) PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE"DENSSHIELD EXPOSED. 2. BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, TILE GUARD"BY G-P GYPSUM. 4. GROUT: POLYMER-MODIFIED UNSHADED GROUT. 2. BENJAMIN MOORE&COMPANY. 2) INTERMEDIATE COAT: HIGH BUILD EPDXY;ONE COAT, MINIMUM 5 MIL DT. PROVIDE"COSMIC" FIRE EXTINGUISHER BY J. L. INDUSTRIES, INC.;A DIVISION OF ACTIVAR CONSTRUCTION PRODUCTS GROUP. 2. CORE: 1/2 INCH (12.7 MM), REGULAR TYPE. C. TILE INSTALLATION: INTERIOR WALL INSTALLATION OVER GLASS-MAT,WATER-RESISTANT SECTION 096800 - CARPETING 3. IC PAINTS. 3) TOP COAT: ALIPHATIC ACRYLIC POLYURETHANE;TWO COATS, MINIMUM 3.5 MIL BACKER BOARD;THIN-SET MORTAR. 1.1 INCLUDED ITEMS DT EACH COAT. 3. OR PROVIDE COMPARABLE PRODUCT FROM ONE OF THE FOLLOWING C B 2.4 MISCELLANEOUS MATERIALS 4. KELLY-MOORE PAINTS. MANUFACTURERS: 1. ETNA B419 A. CARPET. B) SHEEN: DEMIGODS. A. TROWELABLE UNDERLAYMENTS AND PATCHING COMPOUNDS: LATEX-MODIFIED, 5. SHERWIN-WILLIAMS COMPANY. 3.3 INTERIOR PAINTING SCHEDULE A) AMEREX CORPORATION. thirsitj � � PORTLAND CEMENT-BASED FORMULATION PROVIDED OR APPROVED BY MANUFACTURER 2. INSTALLATION STANDARD: ANSI A108.5. 2.1 CARPET OF TILE-SETTING MATERIALS FOR INSTALLATIONS INDICATED. B. EXTERIOR COATING SYSTEMS: B) KIDDE RESIDENTIAL AND COMMERCIAL DIVISION; SUBSIDIARY OF KIDDE PLC. , A. DRESSED LUMBER SUBSTRATES: INCLUDING ARCHITECTURAL WOODWORK DOORS AND 4 `� T ;�- 3. THIN-SET MORTAR: LATEX-PORTLAND CEMENT MORTAR. B. TUFTED CARPET �- �-��� � � T B. GROUT SEALER: MANUFACTURER'S STANDARD SLOAN PRODUCT FOR SEALING GROUT 1. TENNECO. TRANSPARENT FINISHED WOODWORK. C) LARSEN'S MANUFACTURING COMPANY. r 4. GROUT: POLYMER-MODIFIED UNSHADED GROUT. 1. AVAILABLE PRODUCTS: SEE DIVISION 09 SECTION"ROOM FINISH SCHEDULE AND JOINTS THAT DOES NOT CHANGE COLOR OR APPEARANCE OF GROUT. � � t LEGEND". 2. CAMERON INTERNATIONAL. 1. OPAQUE FINISH: LATEX SYSTEM: MP NT 6.3T. D) POTTER ROEMER LLC. - 1. PRODUCTS: SECTION 096513 - RESILIENT BASE AND ACCESSORIES C. WALK OFF MAT CARPET 3. CAROLINE. A) SYSTEM: THREE COATS; PRIME COAT- INTERIOR LATEX 100 PERCENT ACRYLIC B. MULTIPURPOSE DRY-CHEMICAL TYPE IN STEEL CONTAINER: UL-RATED 2-A:10-B:C, 5-LB PRIMER,TWO COATS 100 PERCENT ACRYLIC LATEX ENAMEL. `` NOMINAL CAPACITY,WITH MONOAMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN ` A) BONSAI,W. R., COMPANY; GROUT SEALER. ` `` ` 1.1 INCLUDED ITEMS 1. AVAILABLE PRODUCTS: SEE DIVISION 09 SECTION"ROOM FINISH SCHEDULE AND ENAMELED-STEEL CONTAINER. •� "`� , ' C. INTERIOR PAINT SYSTEMS: B) BOSTIK; CREAMS GROUT SEALER. LEGEND". B) SHEEN: DEMIGODS. A. RESILIENT BASE. 1. BENJAMIN MOORE&CO. pub & ill D. ACCESSORIES C) APPLICATION RATE: MINIMUM EACH COAT 1.1 MILS DT C) CUSTOM BUILDING PRODUCTS; GROUT AND TILE SEALER. B. RESILIENT STAIR TREADS, RISERS&STRINGERS. 3.1 INSTALLATION 2. IC PAINTS. 2. TRANSPARENT FINISH-ACRYLIC/POLYURETHANE VARNISH SYSTEM: MP NT 6.4E. ' 1. LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED, A. GENERAL: INSTALL FIRE PROTECTION CABINETS IN LOCATIONS AND AT MOUNTING 2.5 MIXING MORTARS AND GROUT C. RESILIENT TRANSITION STRIPS. HYDRAULIC-CEMENT-BASED FORMULATION PROVIDED OR RECOMMENDED BY 3. KELLY-MOORE PAINTS. HEIGHTS INDICATED CARPET A) THREE FINISH COATS: INTERIOR,ACRYLIC/POLYURETHANE, CLEAR(SATIN). A. MIX MORTARS AND GROUTS TO COMPLY WITH REFERENCED STANDARDS AND MORTAR 2.1 MANUFACTURERS MANUFACTURER. CONCRETE SLAB-ON-GRADE FLOORS: 4. MILLER PAINT. 1. FIRE PROTECTION CABINETS: 54 INCHES ABOVE FINISHED FLOOR TO TOP OF AND GROUT MANUFACTURERS'WRITTEN INSTRUCTIONS. B) APPLICATION RATE: MINIMUM EACH COAT 1.5 MILS DT CABINET. A. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS AS A) ARDEX SD-P INSTANT PATCH OR ARDEX SD-F FEATHER FINISH,AS APPLICABLE, OR 5. PARKER PAINT MFG. CO. INC. B. ADD MATERIALS,WATER,AND ADDITIVES IN ACCURATE PROPORTIONS. INDICATED FOR EACH RESILIENT FLOORING DESIGNATION LISTED IN SECTION"FINISH APPROVED EQUAL. B. FIRE PROTECTION CABINETS: FASTEN CABINETS TO STRUCTURE, SQUARE AND PLUMB. THIRSTY LION PUB&GRILL LEGEND".AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE 6. RODDA PAINT CO. B. GYPSUM BOARD SUBSTRATES: C. OBTAIN AND USE TYPE OF MIXING EQUIPMENT, MIXER SPEEDS, MIXING CONTAINERS, INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO,THE FOLLOWING B) SELF-LEVELING UNDERLAYMENT:ARDEX SD-L SELF-DRYING/SELF-LEVELING 1. UNLESS OTHERWISE INDICATED, PROVIDE RECESSED FIRE PROTECTION CABINETS. IF MIXING TIME,AND OTHER PROCEDURES TO PRODUCE MORTARS AND GROUTS OF UNDERLAYMENT CONCRETE. 7. SHERWIN-WILLIAMS COMPANY. 1. LATEX SYSTEM: MP NT 9.2A. WALL THICKNESS IS NOT ADEQUATE FOR RECESSED CABINETS, PROVIDE UNIFORM QUALITY WITH OPTIMUM PERFORMANCE CHARACTERISTICS FOR INSTALLATIONS 1. ARMSTRONG WORLD INDUSTRIES, INC. INDICATED. C) CEMENTITIOUS UNDERLAYMENT FLOORS: D. HIGH PERFORMANCE ARCHITECTURAL LATEX: A) SYSTEM: THREE COATS; PRIME COAT- INTERIOR LATEX 100 PERCENT ACRYLIC SEMIRECESSED FIRE PROTECTION CABINETS. PRIMER,TWO COATS 100 PERCENT ACRYLIC LATEX ENAMEL. 3.1 FLOOR TILE INSTALLATION 2. BURKE MERCER FLOORING PRODUCTS; DIVISION OF BURKE INDUSTRIES, INC. 2. PROVIDE INSIDE LATCH AND LOCK FOR BREAK-GLASS PANELS. 10145 SW WASHINGTON 1) LEVELING:ARDEX GS-4 SELF-LEVELING REPAINT UNDERLAYMENT FOR 1. SCUFFMASTER ARCHITECTURAL FINISHES SQUARE RD. 3. ROPPE CORPORATION, USA. DISTRESSED GYPSUM FLOORS,WITH ARDEX P-51 PRIMER. B) SHEEN: SATIN. A. GENERAL: INSTALL TILE TO COMPLY WITH REQUIREMENTS IN THE FLOOR TILE 3. FASTEN MOUNTING BRACKETS TO INSIDE SURFACE OF FIRE PROTECTION CABINETS, TIGARD,OREGON INSTALLATION SCHEDULE, INCLUDING THOSE REFERENCING CA INSTALLATION METHODS 4. JOHNSONITE. 2) PATCHING:ARDEX SD-F FEATHER FINISH. 2.2 PAINT, GENERAL C) APPLICATION RATE: MINIMUM EACH COAT 1.4 DT. SQUARE AND PLUMB. AND ANSI A108 SERIES OF TILE INSTALLATION STANDARDS. 1. FOR INSTALLATIONS INDICATED BELOW, FOLLOW PROCEDURES IN ANSI A108 SERIES 2.2 COMPONENTS 2. ADHESIVES: WATER-RESISTANT, MILDEW-RESISTANT, NON-STAINING TYPE TO SUIT A. MATERIAL COMPATIBILITY: SYSTEMS COULD FAIL IF PAINTS USED FOR INDIVIDUAL COATS 4. FIRE-RATED, CABINETS: PRODUCTS AND SUBFLOOR CONDITIONS INDICATED,THAT COMPLIES WITH ARE INCOMPATIBLE. MP'S PAINT SYSTEMS MATCH PRIMERS AND TOPCOATS AND TAKE �+ A) INSTALL CABINET WITH NOT MORE THAN 1/16-INCH TOLERANCE BETWEEN PIPE OD TILE INSTALLATION STANDARDS FOR PROVIDING 95 PERCENT MORTAR COVERAGE. A. RESILIENT WALL BASE: FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPET AND IS RECOMMENDED OR COMPATIBILITY INTO CONSIDERATION. DIVISION 7 O - SPECIALTIES AND KNOCKOUT OD. CENTER PIPE WITHIN KNOCKOUT. B B. JOINT WIDTHS: INSTALL TILE ON FLOORS WITH THE FOLLOWING JOINT WIDTHS: PROVIDED BY CARPET MANUFACTURER. 1. PROVIDE PRODUCTS COMPLYING WITH ASTM 1861,TYPE TP(RUBBER,THEMOPLASTIC) 1. PROVIDE MATERIALS FOR USE WITHIN EACH PAINT SYSTEM THAT ARE COMPATIBLE B) SEAL THROUGH PENETRATIONS WITH F SEALANT AS SPECIFIED IN • AND WITH REQUIREMENTS SPECIFIED IN SECTION"FINISH LEGEND". 3. TACKLESS CARPET STRIPPING: WATER-RESISTANT PLYWOOD IN STRIPS AS WITH ONE ANOTHER AND SUBSTRATES INDICATED,UNDER CONDITIONS OF SERVICE EAL T DIVISION 07 SECTION "PENETRATION PENETRATIONS WITH FIRESTOPPING IREST PPING." C. GROUT SEALER: APPLY GROUT SEALER,AS RECOMMENDED BY GROUT MANUFACTURER, REQUIRED TO MATCH CUSHION THICKNESS AND THAT COMPLY WITH CRI 104, AND APPLICATION AS DEMONSTRATED BY MANUFACTURER, BASED ON TESTING AND SECTION 104400 - FIRE PROTECTION SPECIALTIES TO GROUT JOINTS ACCORDING TO GROUT-SEALER MANUFACTURERS WRITTEN A) MINIMUM THICKNESS: 1/8" SECTION 12.2. FIELD EXPERIENCE. . INSTRUCTIONS. AS SOON AS GROUT SEALER HAS PENETRATED GROUT JOINTS, REMOVE 1.1 INCLUDED ITEMS C. FIRE EXTINGUISHERS: EXCESS SEALER AND SEALER THAT HAS GOTTEN ON TILE FACES BY WIPING WITH SOFT 2. FOR EACH COAT IN A PAINT SYSTEM, PROVIDE PRODUCTS RECOMMENDED IN WRITING U B) LENGTH: CONTINUOUS 4. SEAM ADHESIVE: HOT-MELT ADHESIVE TAPE OR SIMILAR PRODUCT RECOMMENDED w CLOTH. BY CARPET MANUFACTURER FOR SEALING AND TAPING SEAMS AND BUTTING CUT BY MANUFACTURERS OF TOPCOAT FOR USE IN PAINT SYSTEM AND ON SUBSTRATE A. FIRE PROTECTION SPECIALTIES FOR THE FOLLOWING: 1. GENERAL: INSTALL FIRE EXTINGUISHERS IN LOCATIONS INDICATED AND IN v? EDGES AT BACKING TO FORM SECURE SEAMS AND TO PREVENT PILE LOSS AT INDICATED. COMPLIANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. c`v C. RESILIENT TRANSITION STRIPS: SEAMS. 1. FIRE EXTINGUISHER CABINETS. O 2. MOUNTING BRACKETS: FASTEN MOUNTING BRACKETS TO SURFACES, SQUARE AND O 2. PORTABLE FIRE EXTINGUISHERS. PLUMB,AT LOCATIONS INDICATED. oI 1. REDUCER STRIP 5. METAL EDGE STRIPS: EXTRUDED ALUMINUM TYPE PRODUCTS TO SUIT APPLICATION, o OF MAXIMUM LENGTHS TO MINIMIZE RUNNING JOINTS. N 0) O F- W W REV DATE FILE co N. 0 o N O tta^) vJ E L ^a) LL C a) U 0 r a) > L L Q N PM: L. KALE CD I A PA: M. MCLAUGHLIN T. DRAWN BY: 0 o v. JOB NO: 092020 7L O DATE: 07.28.2010 *6 E .OQ. =co a.M C N ii O QO N N O GENERAL SPECIFICATIONS 0 coo 1 I 2 I 3 1 4 I 5 I 6 �� � H : • GRouP FIRE AND LIF E SAFETY NOTES architects 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com A. CONFIGURE FIRE DETECTION, INTERNAL ALARM AND CENTRAL REPORTING SYSTEMS IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION AND IN COMPLIANCE WITH THE GOVERNING EDITIONS OF ADA,ANSI AND THE BUILDING CODE. THE EQUIPMENT FURNISHED SHALL BE COMPATIBLE AND BE UL LISTED, FM APPROVED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY IN ACCORDANCE WITH THE APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. w�. D 14 c B. ALL INSULATION INDICATED ON PLANS SHALL COMPLY WITH OR EXCEED THE <) "S/ REQUIREMENTS OF THE MOST RESTRICTIVE PREVAILING BUILDING CODE(GOVERNING '■v" : RE R. f� EDITION) FOR SMOKE DENSITY AND FLAME SPREAD. , C. PROVIDE EMERGENCY EXIT ILLUMINATION AND SIGNAGE AS REQUIRED BY PREVAILING / - : • a LOCAL JURISDICTION, BUILDING CODE, NFDA,AND NFPA(CURRENT EDITION). • • E ORT .4 D, OR� D. PROVIDE EMERGENCY EGRESS LIGHTING WHERE REQUIRED TO MAINTAIN CODE d> SPECIFIED ILLUMINATION. SEE SHEET A4.11 -A4.12 FOR EGRESS LIGHTING LOCATIONS. 4 ``, ' O SECTION 1006.4 PERFORMANCE OF SYSTEMS I F O� EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE(11 LUX)AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE(1 LUX)MEASURED ALONG THE , PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT CANDLE(6 LUX)AT THE END OF THE ©MYHRE GROUP ARCHITECTS EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MAX/MEN THESE DRAWINGS ARE THE PROPERTY OF ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. MYHRE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER,EXCEPT' WITH THE PRIOR WRITTEN APPROVAL OF MYHRE GROUP ARCHITECTS. E. SMOKING SHALL BE PROHIBITED AND"NO SMOKING"SIGNS PROVIDED AS FOLLOWS- COORDINATE WITH OWNER: • IN ROOMS OR AREAS WHERE HAZARDOUS MATERIALS ARE STORED OR DISPENSED OR USED IN OPEN SYSTEMS IN AMOUNTS REQUIRING A PERMIT IN ACCORDANCE BUILDING KEY PLAN el) WITH SECTION 2701.5. • WITHIN 25 FEET OF OUTDOOR STORAGE, DISPENSING OR OPEN USE AREAS. • FACILITIES OR AREAS WITHIN FACILITIES THAT HAVE BEEN DESIGNATED AS TOTALLY l "NO SMOKING"SHALL HAVE"NO SMOKING"SIGNS PLACED AT ALL ENTRANCES TO THE FACILITIES OR AREA DESIGNATED AREAS WITHIN SUCH FACILITIES WHERE I SMOK NG IS PERMITTED EITHER PERMANENTLY OR TEMPORARILY SHALL BE IDENTIFIED WITH SIGNS DESIGNATING THAT SMOKING IS PERMITTED IN THESE :::::::::::.::::::::.:::::..:::::::::::.:: AREAS ONLY. �<<�'���<'r`�r� ,<....:..... • IN ROOMS OR AREAS WHERE FLAMMABLE OR COMBUSTIBLE HAZARDOUS MATERIALS "`.... ><»•::.;• ,:,:::;:::;>:,;;:::: ;::;::: <„r, ARE STORED, DISPENSED OR USED. „••:••• SIGNS REQUIRED BY THIS SECTION SHALL BE IN ENGLISH AS A PRIMARY LANGUAGE OR IN I SYMBOLS ALLOWED BY THIS CODE AND SHALL COMPLY WITH SECTION 310. (SECTION 2703.7.1 OFC) F. PROVIDE SIGN STATING"DOOR SHALL REAMIN UNLOCKED DURNING BUSINESS HOURS” PER BUILDING CODE ON ALL LOCKABLE ENTRANCE DOORS.COORDINATE HARDWARE REQUIREMENTS WITH OWNER. G. CONTRACTOR TO REPAIR OR REPLACE ALL DOORS AND/OR HARDWARE AS REQUIRED TO ENSURE PROPER FUNCTIONING AND MEETS CURRENT CODES. D FIRE AND LIFE SAFETY LEGEND DIRECTIONAL PATH OF EGRESS ■ ■ ■ ■ ■ ■ PATH OF EGRESS j 0 OCCUPANT LOAD AND DISCHARGE DIRECTION INDICATOR i ROOM/SPACE SUMMARY A Q D • ROOM- ROOM NAME NAME R2-- ----�,.- ROOM NUMBER OCC: RM#: OCCUPANCY CLASSIFICATION AREA: 864 SF ROOM AREA FACT: 200 PERMIT LOAD: 5 OCCUPANCY LOAD FACTOR OCCUPANT LOAD REVIEW FEC FIRE EXTINGUISHER CABINET: COORDINATE FINAL LOCATION WITH FIRE MARSHALL I ( I I ASSEMBLY ASSEMBLY ® EXIT SIGN WITH EMERGENCY EGRESS LIGHTING USE USE RM#: 114 RM#: 109 }_ OCC: A2 OCC: A2 FIXED SEATING AREA: 69 SF AREA: 78 SF C FACT: 15 FACT: FIXED - LOAD: 5 LOAD: 10 EXISTING ' in LOU OVERALL O . DIAGONAL= 125'-0" UNOCCUPIED ACCESSORY AREA , ., 0 i iIE,,H.A '.CA:L BREAK f`` / -- Ej ff r t►' ROOM ' F - CODE SUMMARY ,:L.:1i5J ; ;� 114 f BUILDING CODES ,. STORAGE :, -. .AREA:, r f f : �rf°:- USE OREGON STRUCTURAL SPECIALTY CODE(OSSC)2007 , ': :, RM#: 117 OCC: S2 —• SCULLERY ' ' < < < < < < 108.-. ..: AREA: 32SF ._ .. .— DESCRIPTION: &grill 113 FACT: 300 iJhaI�EX. = STOR. // - - CONSTRUCTION TY • LOAD: 1 RESTROOM -- .:____: ::: '.....: 117 - 1 '_:`:,_ ' OCCUPANCY GROUP O i.,_,..../ rriii:::: U • 'A-2'ASSEMBLY(RESTAURANT&BAR) FEC E ....:= - 'B'OFFICE (ACCESSORY OCCUPANCY) ( ) — S-2 FOOD STORAGE (ACCESSORY OCCUPANCY)• STORAGE � ■PANTRY : USE EXITS: . RM#: 118 112 . ' AREA: 8,699 SF OCC: S2 i, TOTAL = THIRSTY LION PUB&GRILL TO AREA: 105 SF i FI A-2 -7,652 SQ. FT. FACT: 300 'B'= 151 SQ. FT. ,,' E LOAD: 1 ` _----. ;: 'S-2'=317 SQ. FT. t.,: =579 SQ. FT- BAR j I � RY AREA(RESTROOMS AND MECHANICAL ROOM)UNOCCUPIED ACCESSORY R M ;; (E)DRY OCCUPANT LOAD FACTORS: I 110 .. . :: �, STORAGE _.--. _: ( € RA TABLES AND CHAIRS) ----- --- ------ -- '� 15 NET(UNCONCENTRATED TAB S 118 ASSEMBLY 1 100 GROSS(BUSINESS,OFFICE USE E.£ ( OFFICE) 10145 SW WASHINGTON RM#: 110 AREA , COMMERCIAL) SQUARE RD. (E)KITCHEN ::__. PUB''.:. 200 GROSS(KITCHEN, : :.... 111 OCC:. A2 I :: : :: STORAGE 107 ; f 300 GROSS(STORAGE) TIGARD,OREGON USE - AREA 440 SF E FIXED SEATING PER SECTION RM#: 119 (E)WALK-IN ASSEMBLY FACT: 200 ASSEMBLY v NUMBER OF PROPOSED OCCUPANTS: 301 INTERIOR 8120 EXTERIOR(SEE PLAN FOR LOCATIONS) OCC: S2 COOLER USE i' LOAD: 2 USE:: NUMBER OF EXITS REQUIRED(TABLE 1019.1):2 ! AREA 180SF 119 RM#. VARIES RM#: VARIES /' : NUMBER OF EXITS PROVIDED: 3 OCC: A2 ___ t ' E CT 300 V ,% 100'WITH SPRINKLERS OAD: 1 AREA: 1517 SF AREA: 3 405 SF REQUIRED: ... :.. . '.'... , . . `�: - � :. s TRAVEL E MIRE FACT. 200 => MINIMUM EGRESS WIDTH:44",36 @ DOORWAYS FACT:8 B LOAD: 227 �'` .rrs ... -. .. ..•V Y `i = PER TABLE 508.3.3 THE ONLY REQUIRED OCCUPANCY SEPERATION IS'A'&'B'WHICH IS ONE HOUR. V R 'B' IS 10%O THEREFORE QUALIFIES 0 :' - ____----_ THAN OF THE AREA IN WHICH IT SERVES AND T PREP AREA '+ F`` /` ,'' € FOR A NON-SEPERATED ACCESSORY OCCUPANCY PER SECTION 508.3.1. 5' 0112° : v v 0 120 . :. (E)PIZZA. RESTROOMS 2902.4 OVEN: i ;i' ,- WHERE PATRONS HAVE PAID A FEE FOR IN RESTAURANTS AND DINING ESTABLISHMENTS OR E O S• :.:::-..-.";::-"': «,.:,.,.,.,:<:::: :: ::::: ATTENDANCE AND WILL REMAIN IN THE BUILDING FOR AN EXTENDED PERIOD OF TIME SANITARY• o - :.:, ,:......,,,.,...;. . —' ;: i:,;;; < < < < r < < < < < :}" FIXTURES SHALL BE LOCATED IN THE SAME BUILDING. co od M o • v -- -.- - _ - ASSEMBLY 0 1 ,; : . ..:ii� (8,699 SQ. FT./30/2 145)(4:126-200) :: ' OFFICE ;; RM#:USE 7 A 2 (MOST STRINGENT) C - 0 ' ST STRING M W� r S ' DINING NUMBER OF PLUMBING FIXTURES REQUIRED:4 WATER CLOSETS AND 4 LAVATORIES PER SEX N .. J Vl_N OCC: A2 .. .. 105 v T ::<:< AREA OUTDOOR N : Rg5.Rop :: . ;;;_„ ; ;,;., AREA: 111 SF NUMBER OF PLUMBING FIXTURES PROVIDED:6 WATER CLOSETS AND 4 LAVATORIES FOR WOMEN rn - -._ -=- DINING FACT: FIXED WAITING/ 106 o 1:J3;''";'"`''"'` :,.: NUMBER OF PLUMBING FIXTURES PROVIDED:4 WATER CLOSETS AND 3 LAVATORIES FOR MEN �' HOSTESS 122 LOA 16 :' ., - 1.-:, (6,066 SQ. FT.!30/2 101) (3:76-125) THEREFORE 3 101 LH �„� (NOTE AREA OPEN TO THE PUBLIC E _ LAVATORIES REQUIRED FOR MEN) _ r'`r i` :r >4'. NUMBER OF PLUMBING FIXTURES PROVIDED: 1 WATER CLOSET AND 1 LAVATORY FOR UNISEX REV DATE FILE v� f „- : , ;: ;; :,:' ;; FEC �-i - _ �,� �'' r� ;. ,, ,. HALL •�� : i .f . i-�" } i o i f a .�-i 1 2 : : o ;..:. :_: ,. - STORAGE PLUMBING CALCULATION i`�• F t i •i N - ' - 3 317/5000/2=0.0634 4 : : : � ;-�.. ; :.� 4 NUMBER OF PLUMBING FIXTURES REQUIRED 0 ::: r-��ems::. `a Cr) - .. .. - .- - BUSINESS USE E VESTIBULE ALLOWABLE HT. & AREA OCCUPANCY 'AZ 43 a. RM#: 105 - �� 100 < < < < < < < < < < AREA 151 SF ALLOWABLE HEIGHT TABLE 503 1 STORY,40'-0" - FACT: 100 U .: , ;: HEIGHT INCREASE FOR SECT. o LOAD. 2 AUTOMATIC SPRINKLERS 504 2 1 STORY,ADD'L 20'-0"IN OVERALL HEIGHT < `:.. ;` :. TOTAL ALLOWABLE SECT. 2 STORIES,75'-0" U V ---------___.-_....... BUILDING HEIGHT 504.2 S OUTDOOR DINING BUILDING ACTUAL HEIGHT 1 STORY, 151-0" " o 121 DATA PM: L. KALE c -§" A : : : BASIC TABLE 503 SF PA. M. MCLAUGHLIN : -... 6,000 Ei - - FRONTAGE 4 500 OD AREA INCREASE F R E T. IF [F/P 0.25 W/30 O SECT. ° o : :: : : .................. ,................... •: � -<. - - 7 DRAWN BY o ., . :. . :..:.'..: .. FRONTAGE 506.2 F=399 P=399]W=30 5!° INCREASE SF o ASSEMBLY JOB NO: 092020 I USE ASSEMBLY ASSEMBLY CT' RM#: 106 USE USE AREA INCREASE FOR SECT. IS= 200% SPRINKLER 12,000 *5 E OCC: A2 RM#: 106 RM#: 121/122 AUTOMATIC SPRINKLERS 506.3 INCREASE SF DATE: 07.28.2010 _a Q- AREA 165SF OCC: A2 OCC: A2 E FACT: FIXED AREA: 62 SF AREA: 1805 SF TOTAL ALLOWABLE AREA o LOAD: 20 FACT: FIXED FACT: 15 PER STORY 22,500 SF . J , LOAD: 8 LOAD: 120 , ALLOWABLE PER FLOOR SECT. AA={AT+ [AT X IF]+[AT X Is]} >,o AREA INCREASES 506.1 v TOTAL ALLOWABLE N BUILDING AREA 22,500 SF G0 . 30 c:,.. D N ACTUAL AREA 8,699 SF FIRE LIFE Al FIRE LIFE AND SAFETY PLAN/8 .ri. GO 30 & SAFETY 1 =1-0 -(Pti PLAN 00 I I I 1 I I • • • • • . A ® C ® E � x .. COOPER LIGHTING - SURE-LITES®Q m ��-a DIMENSIONS DESCRIPTION 2.'; • C . m ""(7,Jc The CC2 Contractor's Choice ASSEMBLY y Li.c l Emergency Lighting Unit is an 0 y• economic,yet attractive, - ' ;n",r,t .' - ` ,; ' � ` f�/ti` 4tti >:�. 4, ';: a%t -5318" tfrrnrr►� , headed emergency lighting ,r."-, ti, ,{737trnn); N/ �N>t5t,i S „as,ar, units.All components snap -f orroowii-tea' iriM�f • 1� X r .•� �■Irr',` together to facilitate d3 .._.._._r r:.c ... stt::r;=rtA a (w.,,..i ��� �:J __._,._.,2'...; .: `M1•• ':::...,::_L.T_ :"'`'_.r.....,i.._.`.•r': .'`'_,•::i....r:...c .:e, 7 installation o itEl. tio0>rt J'i > _,r,�_...,... l r�� I 'Jr J f :�/; d. `: i� adjustability is not u .- ! r:t1sl ':;'.=r [ 1 ._`_._. ........_... ✓r.......�.....'::_..�....... ^<,.., � 161111"1410mm) sacrificed for,price,iboth S1nRlIGE _ � ti�]�`- ��• ',� or�a+o-L `--- 81/8"t206mm) ----•j lighting heads have full ;� y- - .,"-.,'r-,• ,....-`...,.... ..�> 174 '�' ,o -• 1 horizontal and vertical CC 2 n vlb,SCUUERY i`. ;Mjl 11131 ,( t•, �,,'°; r '1,r _ adjustability.The Model • ' _ z ty . -- _,. _... _ - t biti CC2 � ��' ='••' 117 i a" '_ �:_....._._.. {67mm) },° ;_X; /b I •� Contractor's•Choice is ideal for Ilimminarr - • , .. __..__. �. applications wh ••_..��..." _,'..-:t.• ,..1) ,,r i .1 /a or demand the which STORAGE �....._...: i Contractor's Choice i Qi 1. P =" - ,.+ i /7L +i Ti �! minimum product cost without 1 , ..._._... -):..;... .• i{� ,r'j{`�►.✓} ,., � i j sacrificing adjustability, Emergency Light FACT: coo : ; t_.._.._'�i '{- dependability, r aesthete . w_.1 _._..__...._._..._......_..._.._--„T1.._..._. _ ORY �� „a J 1...__.l. AM 5tSL Lt.........., _ • STORAGE .; i,111 1�' r� _1._ ' _ Dual-voltage 60Hz,isolation ti �.. 1 1, ; s ��: o ASSEMBLY at•_..'i ten.�r..... I...._._ transformer i FACT: 300 ® n T•. L • J i .. color- _..�...�>..,._ r.•.3 ;: _•.._.............._., ;� „-,-, ,,; 1' ( action-molded,c - 0 :, - �' / 1r;`-.. .:,:).":''r.)'`. _r ..)( ) .J _ _ stable,high-impact a n• ,ffl, 94 rated �, t t ;1 ) i 'r 1 t t + i? ! f. U t carbonate housin �. t,, J �.: I:;: L RICAL �d a i�7 ! / �.............._..._ ,.l { Nxna>;;r E ELECTRICAL RATINGS housing . • NG S .:_._...._...:...........:.._...._.......__......................_... mounting pia 's.±,_rrx.,.._`�;•r,.,:..r•„M.,. .. -,r•••...x_.,,..., _ ._._._ i. � •r `,/• .., .F, w..1 Rat Watta a to 87 1 r -..... ._. ..,1; .! mss• y ., 4 ;;• 1' [- i :'-t:.� 1... � �. g /2%of aced D.C.Voitage Lamp tnforrnation (Housing fs tethere . ■ 7,2774,"!'"/ ;: s C �' ,'./ '_ Model DC Voltage 1 1n hours mounting plate) ' y+ f Type Wattage Number g P J r; :..__-,w - ..:1? _ !r_ r 1 ,.�-----yi CC2 6 Incandescent 5.4 029121 • .J ry i•;- � y °` :=F = ® '1 r ! ( j t o i DINING `` i._...._.;l �' f � CC221f6 6 12 Krypton 54 a29146 • Designer-white textured Tr r R1 5,0 029139 finish ,J `�;,f f� : t. ; !tot 1 , t[� Incandescent ' .l r ' ! "Pi 9-1 CC2SQ 6 12 ;., ;..f ..: c _ - r - 7 029 21 •3• J. MALL f.J�J/ r E Two-' 6 type I� ' I ._r::.. ..T... .f ctlpolyb flit t h •; impact arbonate • a 0 E3:. .....: ..... :::::•:.:.:::_:........... ORDERING INFORMATION-' ..) i 1 0_........_{�r-,::...<:.._::_I i ` t t••,... lamphoiders yy (� •J, VESTIBULE ,__ _ y' L. ( !, r I SAMPLE NUMBER:CC2 • Maintenance Free Sealed ,,: iii i. . j 1 I I Lead Calcium Battery r V i FACT 100 re:...... % .. ; ..._......_..' • g '• I •_ }. .._ �__... .__... Model` Options Accessories i I Cutouts provided for ,....__...! y..........,'., A i,..._.....:, b Number (Add as suffix) (Order separately) surface conduit on top l' i'I OUTDOOR i 111 CC2 MRT=MR16 Head 1BRWH=Mounting I !' aMRlO 1 ! CC234T (5W Standar • d)r°.r.:".. c°�::�:°:°... r..:::x:°^' 1st t.._. �.....x:`.. ..._..� z,.,�..:,.,. r.::.:1:::", tr.'°:1":::-:. ` i I y ) Brackets O White i. i I iI (120/347VAC) SQ=Square Head d WG1=Wire Guard W • Universal..1-box mounting I I I .:.:......_,: ... _ a d) vs1 slots r 1. j n ar olycarbonate Vandal pattern,keyholes o �Li� } 54WSta ( P 1 ASSEMBLY ::•,.:.:. _........:._ •..,:::..,5, ..:.,...... .,.,,.,.... ..-:,, ,...� f V=Vottmeter Shield y y CSK120=Cord Set 1/S1WR_Polycarbonaie • Line-Latching,Solid-State Voltage Limited(120VAC) Vandal Shield " L 5 �'-: „ { BK=Black Weather Resistant Solid-State Switching, 'h' - FACT �• ! Alternate Lampe, Other Low-Voltage Disconnect, Brownout Circuit, j A B di:: E OverloadSShort Circuit C.) f Protection,Test switch/power indicator • At 'FIRE LIFE AND SAFETY PLAN '? light ' 0039 ve..1.4- r Energy Data . • Input C u nt(Max.):lM • U L 924 Lis ted,Damp • Model No. 120V 277V 347V Location Listed Standard, CC2 .12A 05A NOM Certified,Life Safety NFPA 101,CSA Certified, CC2347 .12A - .01A NEC/OSHA,most state and local codes 1 • 0110 , , .. , • .,,. . COOPER Lighting COOPER L i G H T I N G - SURE-C I T E S® ' PHOTOMETRICS cc 2 SERIES j COOPER LIGHTING 615 DESCRIPTION E ; Title : Thirsty Lion 20 Date : Jul 2010 .ter..�.�.. _..,...,,__.w.. -.a.__a;�,. i I The CC2 Contractor's Choice Emergency Lighting Unit is an economic yet •'' '" `� ': • �• `��"'�`4,, �'' ' `` Egress lighting attractive,alternative to standard two headed emergency lighting units.All Catalog#•. `` Description : • components snap together to facilitate installation in 2 minutes or less.Field -'..=� ..i. I 'r-o '0.7 •1.1 'OS 'o .•01 •02 •02 •0.2 ', '03 '0.7 11 'OA '01 '03 '02 '02 '02 '02 '02 '03 'oS • '0.6 "1.0 b.9 '0A ,3 '02 r .- adjustability is not sacrificed for price,both lighting heads have full hori- Project I . 'al . . . • . , • • . 1/ . . . . For: Shawn Shore zontal and vertical adjustability.The CC2 Contractor's Choice is ideal for ` v xs 1.9 i.9 of o3 02 os o2 0.3 •oa • zc 1.9 2f 2A o,1 3 02 az •02 2 a4 .9 za r.9 2A a 1.1 03 a2 f applications which demand the minimum product cost without sacrificing 4 •``;;;.bt'�i'y[ '�' ' ,, , • • • • • By • Tray Jarman Comments ° '•"a` 'u:T Vic' 3.1 ,2 1 33 1 V O3 02 0.2 01 03 1.1 23 0A 23 1.1 •,. 01 01 01 ∎3 03 2.1 3.2 a9 • 10 a2 adjustability,dependability,or aesthetics. ,;� ".%.:1*. �i\_�, Prepared by I IES Filename : 29-121.ies SPECIFICATION FEATURES ` lerl 1 -.777.7.777:71.777.7,777-77,77i 1 1 Description : 029-121 . SURE-t-1TES EMERGENCY 4"DIA EMERGENCY HEAD Electronic -Injection Molded,Color Stable ` ', 29-121 18.5'Spacing Illuminance Values Average=1.01 Maximumm3.3 Avg/Min Max/Min " , 5.4 WATTS 75 LUMENS Incandescent -Dual Volta Input 120/277 High Impact UL-94-5V rated Cods Compliance '� '` •"'' ' " ": z:->__;* ; Voltage p 20/277 VAC, P =_N:_x'=•':'r'_,,,'k'. • �';_-"- #.•,,• {Fc) Minimum�.2 Ratio=5.05 Ratio=16.5Q -UL 924 Listed �� � t � S (Law Voltage) Pol C t, For Standard Fixture:CC2 60 Hz,Isolation Transformer Poly carbonate Housing and g -LifeSafetyNFPA101 ;', ,'.._4 ,,:.$:, i . -Line-latching Mounting Plate -CSA Certified `_��=�= (� " .� -Solid-state Voltage -Designer White Textured Finish -Nom Certified i''`.+fit• ,'-`:;=A k.''-',',.iii .`` ' ' L u m i na i re •"4" Number of Lamps : 1 Limited Charger -Cutouts Provided in Housing � °_q,� • '�° • - p -NEC/OSHA _ _ -Solid-state Switching for Surface Conduit Attachment -Most State and Local Codes ' ,' =_' •'"'4,.`' 'y- '" `4 r 0.4 0.4 o,s 1.1 os 03 0.2 0.4 ae 0.7 04 0.• 05 1.1 0.8 0.6 -Low-Voltage Disconnect -Suitable For Wall or Ceiling k`A` i' :' :' ` ---si'•: ;:•, Lamp Lumens : 75 -Brownout Circuit `•,-, ;,-• ,,. -_ -_= Mount Applications Warranty ._�_-"f:'-,.,�;.',..;- n;. .__h ,;'. ::•_-.'t .. -Overload/ShortCircuit _ _ '`',,,``s`;-,` '`:`„=~'_P• -_`°:;4,.; 0s ,6 1.3 a a4 a.7 • ,a e as r. 1.6 13 r.7 Luminaire Wattage 5 W -Universal J-Box Unit 1 year ;,:4,v,,,:'•;0.n. : - ;, ' ^. -':`=' ,.^r Protection Mounting Pattern -Battery:5-year pro-rata "' ` -Test Switch/Power -Keyhole Mounting Slots n' ! g �_+;x e� _•. »�.:..,,,, .,..-..a :�:,; :,,'_ 0.7 0.5 2.2 2.9 1.9 t o OA 0.3 0.7 13 2.8 2.8 0.7 0.5 2.2 2.9 1.9 1.0 i indicator Light Headlamp Data Light Loss Battery -Two Heads Standard 77:47,77-7-7.-7,---,°, _'^,, ' LI ht Factor(LLF) 1,40 r.• -Sealed Lead Calcium, -PAR 36 T = -.;,. m ,.t • • •_ • ..... • Housing Construction Type ,_� ;ti•�,y�� - -: -Designed for Under Recombination -Glare-Free Lens } Geomet 2 Minute installation -Maintenance-free,Long-life -Fully Adjustable Lamp Housing : ` ry Length(X) : 100 f t -Housing is Tethered to Mounting -Full Recharge Time, -High Impact Polycarbonate 29 139 18.0'Spacing Illuminance Values Average=0.99 Maximum=2.9 Avg/Min Max/Min ' '�' i 1 (Fc) Minimum-0.2 Ratio 4.95 Ratio=14.50 Width{Y} ? ft ,'� .-+j Plate to Facilitate Installation 24 his,(max.) -Matches Housing Finish For Standard Fixture:CC2MRT -Polarized Battery Terminals -Optional square and ^ MR16 heads available NOTES :'••' = ' ; -',_ The"Rule of Thumb"spacing guidelines are designed to achieve 1 foot-candle average and 0,1 toot-candle minimum with a 40:1 maximum/minimum ratio.The corridor used is 100 feet w• " },. ;, •,fir!,':� �.:,3-^•: ,•_,t -fin,;. -.-- ; tong,9 foot ceiling with a 6 foot wide walkway and 3 foot path of egress,The reftectances are 80%ceiling,50%walls and 20%floors.The fixture mounting height is 7.0 feet with a lamp head ark is e # ft r :,!a^:. ., '^~'' ~' anle of 45 de rees.Cooper lighting assumes no responsibility p n Height. t l angle g p g g pansibility for local requriamsnts or specific project variables.This is a guideline to be used as a design aid,not as guarantee of any _._ 81/8']206rr1m] LT4_,`v, ,'., :: _ ';..,° . ;i„F4 code compliance. Suspension Length o 1 ' l% �•- ��1 i -`1 _ �Q : s�.:= .. ni : p nsion Len h . 0 ft 5318 qt%M�t �rlf���` 2 �;:}:,,T,„.-: -„,,,.,-,,, ,,_,, •.7,,-":r°';� L(137mmj,:aril N �Ni (67mm] ;; ` £ } TECHMCAL DATA ,aA` f r t Room Cavity Ratio - 10,600 �,►��r�r ,:Agar;; 1.__ A> s :, ' �. tnnr! sattarar , �f ,, <,.,:,;: .,.-�,;. ,.-. ':,,'...,,.r .':v' i Lamps tine-Latched Overload and Short Law-Voltage Disconnect ���� Iii `��s� '"•.±"` '�'`�' "'�="" "'"' '`' „. I Designed specifically for emergency Sure-Cites'line-latched electronic Circuit Protection When the battery's terminal voltage I, c ,iyn'-Lam'-,.:,:�r r' -.3 �. '�:• •.4r•,-:x'...,.:: ' ``'' lighting applications,the PAR 36 circuitry makes installation easy and The solid-state overload monitoring falls below 80%of the rated voltage, j ! `=>>�' , ```'R- sealed beam type design insures economical.A labor efficient AC- device in the DC circuit disconnects the low-voltage circuitry disconnects Reflectance Ceiling a�0 161/8'(414mmi - + 1 optimum glare-free trapezoidal light activated load switch prevents the the lamp load from the battery the fighting toad.The disconnect g ` ' - -.:.. distribution along with horizontal lamps from turning on during should excessive wattage demands remains in effect until normal utility Wails : "::: =:,•.. q adjustment by rotating g automatically power is restored,preventing deep ELECTRICAL RATINGS _ °- >n .--'•._ .-; j and vertical ad'ustment b rotatin installation to anon-ever non-energized AC be made and automaticaN resets *_; ,,y4, } ,x'.;.._;''' °.,i the lens within the housing. circuit.Line-latching eliminates the when the overload or short circuit is battery discharge. % ,'. Floor . 20 /o f:,',.-:' ° '" ��' I need for a contractor's return to a job removed.This overload current ' " Housing siteto connectthe batteries when the protective feature eliminates the Test Switch/Power Indicator Rated Wattage 87 7 Voltage Lamp _: _ ,:•,p,,,;�••:,.•l--.-•• .� . g 1296 of Rated D.C.Vol a Lam information =}'=.,r __ building's main power is permanently need for fuses or circuit breakers Light 0 Eff. Gave•:- The subtly etailed Model CC2 g Cavity Refl.--Ceiling , 0 0 /p • . Model DC Voltage 1 1/2 Hours Type Wattage Number x .M,;.�`• g"" °'�"y y turned on. for the DC load. ' f housing is constructed of flame and Conveniently located combination CC2 8 12 �ez214s 8 12 Incandescent 8.4 029121 CC2 impact resistant UL 94-5V rated Test Switch/Power indicator Light Eff. Cavity Refl.-- Floor : 20,0 % Krypton 5.4 029146 ��+rr Solid-State Charger Brownout Circuit polycarbonate in a color stable allows for manual verification of CC2IURT 6 12 MR16 5.0 029139 SERIES designer white finish.All electrical Supplied with a 120/277 VAC, The brownout circuit in Sure-Cites proper operation of the transfer ce2sa a 12 Incandescent 5.4 029121 components are securely attached in voltage regulated solid-state units monitors the flow of AC circuit and emergency lamps. Cu : 0,409 the housing and prewired for fast AC charger.Immediately upon current to the unit and activates the ORDERING INFORMATION connection.The housing is tethered restoration of AC current after emergency lighting system when a Sealed Lead Calcium Battery to the mounting plate freeing both a power failure,the charger predetermined reduction of AC The fully sealed,-long-life, ResU l,d,R CONTRACTOR'S CHOICE hands to make electrical connections. provides a high charge rate.The power occurs.This dip in voltage g W POLYCARBONATE Once complete,the housing simply charge circuit reacts to the will cause most ballasted fixtures to battery is ideal lead rge cm Average Illuminance : `I';.' fc 'r II 1 battery is ideal for emergency Emergency Lighting snaps on to the hinged mounting condition of the battery and alters extinguish causing loss of normal lighting applications.These I plate with two integral,securely the rate of charge in order to lighting even though a total power recombinant cycle batteries typically I Number of Luminaires : 71 I locking tabs making the Model CC2 maintain peak battery capacity failure has not occurred. • provide eight to ten years of life and ,.__„�.„,_•,,, -.,,, .-..-- , .7,_ Series Options�•: Accessories a suitable for wall or ceiling mount and maximize battery fife.Solid- may be operated in position. " t"'f�"•••''-° `'f: `'`''%''-"`''_•'";`''_`_ 'Y-•4. TOTALLY PREDICTABLE applications.The mounting plate has state construction recharges the Solid-State Transfer Y ap t d nanypostio Lighting Power Density(LPD) ; t.0,1 W/ `� CC2 8K-Black ft CC2347 MR1=MR16 Lamp Headss iluNE10 Mounting Brackets(2)White - RELIABILITY. keyhole mounting slots and a battery following a power failure in The unit incorporates a solid-state Warranty A7117 fir,331 St2'Square Heads+ universal mounting pattern for quick, accordance with UL 924. switching transistor which liral.Wire Guard efficient installation.The housing eliminates corroded and pitted All Sure-Cites units are backed by a • I V.Voltmeter contains hidden tearouts for surface P firm one-year warranty against Layout Rows Columns vsl=Polycarbonatevaraisi Shield contacts or mechanical failures CSK120'Cord Set(120 VAC) ENERGY DATA conduit attachment associated with rela defect in material and workmanship (Width) (Length) • VS11NP•weather Resistant vandal shield relays.The• C C 2 switching circuit is designed to (excluding lamps).Maintenance- input Current tMeL): detect a loss of AC voltage and free,long-fife,sealed lead calcium Grid Layout(size) : 1 12 Luminaires: Notes: 1 Add es a suffix. 2 Consult your Cooper Lighting ReprearRative for eltentets lamps end additional options. 3 MR18 head.(5YV Standard). 4 120V.. 12A automatically energizes the lamps. batteries carry a five-year Square hands 16.4: Upon restoration of the AC owe;. pro-rata warranty. Standard), 5 arderseperetely 277V.,.05A the emergency lamps will switch off Grid Spacing : 9,Qa / �,33 ft CC2347 input Current{Max.): and the charger will automatically Wall Spacing : 3,00 }f 4,17 ft 120V..12A recharge the battery. 3471/=.01A COOi3Ett lighting Specifications and Dimensions subject to change without notice. - Spacing Criteria : 0,36 X 0,49 www.cooperlightinguorn Consult your repres•ntrtive for addrt net options and finishes. .2 6 Lighting Specifications and Dimensions subject to change without notice. ADX040996 periiglidn.corn Sure-Cites•Customer First Center•1121 Highway 74 South•Peachtree City,OA 302!B•TEL 770A86A800•FAX 7T0.486.4801 0610512009 807:22 AM www.coo g • . Fiashindoor 1.33 Build:721-0344x I 020042010 Lighting Analysis.in 1 Calculations based on IESNA methods and recommendations, I Rewlts derived from content of photometric files. I • f''''' C r.„...-SS LI (..\I-FTI NCI LIA-Nt • ■ ■ ■ 1 I 2 I 3 I 4 I 5 I 6 M Y H R E • GROUP architects 700 SW Taylor Street.Suite 400 Portland.Oregon 97205 TOP VIEW t503.2366000 503.236.6000 f 503.236.7500 www.myhregroup.com ..... I 1 2E 5 42 , "TOP VFW " ir 0" MIN __,,, 1.. ,-' ,., / . " -:!-..;; I 60 MIN . , ,,..., Ast-----‘, --/ / i 1 ,..............., ..... .. \ / I ILA 1 it 7.......___i r.., 2, D Aik, 1 [ [ ....'S,- 1 ,) _ „'--- *r.'',.; ...--..„ .1.■-• .4",‘ „ - w C-: :=7,* _L _, 1 , 14. X.,..: -^-, -fi T., ,.„. 7D 7- ,-,,,,/' < 0 %-r. --- 1 1,71,4 41-24‘ ,-- li . CO z„.1- — <1, V J . Y R. H r- r , Jo , ,,,i0 1 114" -2" • - .,---- 1 V?" 1 1/4" - 1 112"*. 1 =. 1 112" 1 1./4" -2" "', 1 112" -FRONT VIEW I VIEW (-NI,,.., 11 I END ; ,., :`'''' cip z 111,, A' I • I On ii I itir'(,:--- ----- : D < 1 it,,i1101 14 R-----J1),. 212r I, ...r. 4r4 Y RE C -1 - rx 1 a 1 a FRONT VIEW \/11:-...w , ,,,, , ,, 44,, fil.,-,---,---.7~-,----44 1 .,„„_-, i -I I ----3 if . k 1 ACCESSIBLE PATH OF TRAVEL 9 , . ,,, ____Q !1-[:. , .... _ ..i '",.....,., , ,7.ii )--`WO '60 1 0 '&.) ° qif-r-----2------f ty 1 '' om , i I I Nr I z 't I z rj 1 Pi I' I 48" i L- ---=', _. . ,-',. , ,...,\ ,,----, . ' • • f , , ] _ . .....---- ------,:: ' j-- lc'----- '."--:;-q:::::,-_--------__ ‘)-----(,. i I f_', I ;-, ' ' \ 1 OR AND, OR,,, E ,,..7,,,,z. ...:-..c--_-_,----; ,,, I 1 11) .1---„1, 21--- i 7- ›.::: itO) 0 , ::.i IH ftii irritliry,:iii#, .:-.),---- ; f!.i:-------:,,,,,„------ft- r_ i r- ..,.... . . r... , , /Ay il \ ,,:. , 1 . f,. ._.ic;:. ___ I ---- - _ ,-, , (411)-1---43, 1 .,--_,: - .., , I I i).. „i '\ or", i 1* i ---^ i LE) 1,. _i) i ..,.....j' 1 1.-JVC:,44 , 1 I , b -c". ''., .:1c . . . ,,. ',. # c\SP I - 1 „._,A-:_-_-,--L.1 1 . c-,) ' ' ,i .--,-`-'-'' OF a. i-.„c-,-,.- 1,...._ +._. ._., ,:___.[J , E..:'... . ....,i, 1 14 i 11,1 1 pi. 1 1 , 1 , • 1g, 11, ■,, .,., a 1 ) LJ 1 I - •--a. 60,-,--_.---:-. illt„,:, - ,,;,, / / ' . HANDRAIL (E) (D) ,„,a,.---r"- --;*--......I ,,, , -,-,.. _____----• , . . , .. . pi. . _ i 4-4%."-t"-'' _-,--: I ''''N..•.,, „ , , 21" I . -- I 1 —1-----7.-----1 GRAB E3AR* HANDt-eA 'CV c..-, ,..--- ,,,,'" 0.",.....,"?.‹ .,-- •...„ . 1z ' - / I \ 1 ---„.„ '. MAX „,..,) ' NAAX , 30 30 : 36 19°' 19'' 1.... (A) 2 / /--H.-----------7 ' HANDRAILS 1 114 - it 1 ' ... 7,---e'r :,-. 0 MYHRE GROUP ARCHITECTS ' ' ‘'l THESE DRAWINGS ARE THE PROPERTY OF SHELVES CL.C)SETS -Alt, ,----; '''' <, MYHRE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER,EXCEPT -. k k WITH THE PRIOR WRITTEN APPROVAL ‘,...,,,,N OF MYHRE GROUP ARCHITECTS. ',... /"""7" (-------, STORAGE SHELVES AND CLOSETS , TWO HINGED DOORS IN A SERIES - MINIMUM CLEARANCES FOR SEATING & TABLES 9\ SIZE & SPACING OF HANDRAILS & GRAB BARS 174 COUNTERS & BARS COUNTERS AND BARS c,"..--- FIGURE 38 (ADAAG 2007 OSSC), --- \ .,„ FIGURE 26 (ADAAG 2007 OSSC) \ - FIGURE 45 (ADAAG 2007 °SSC' i - FIGURE 39 (ADAAG 2007 OSSC)ir : \`',...--,..1 FIGURE 58A(ADA,AG 2007 OSSC) \,,,...._ - FIGURE 58B(ADAAG 2007 OSSC) BUILDING KEY PLAN El) 't--------- ._ _.,„ , , , !,E.!.liiip :i.::;::-;:ifp.,:=;:';u:::::::::::::1:::"::::::::::E.:1:1.1t:i":: F-,,,LI, 1 „1:^7.7.-7 rx 1 ' p° \\ - .-Ai TT-7.77-77-7-7 --- ------- .. i 11),.;\ 4 1 .., .......... ,, ........,..,,,......_,„ , 1'101 LI ,f,' ..,-,:: .....1 ik,--)1 4- :: :IF ::::::::::::...-.., I ,,,,,,,,,,,,,,,,,,,,..„...„,,,,,..-.....„---.,-„,„---. . ... .........„ ...... „........................ 48" MIN , Lil kl ri,-,,,.1 --- ..J 5i-; (-3 I V--) ------------- 1 CO ' ' . ,:\ t-.=-,,, 1---V--ji --- I- - . ,„,„:„.„.„.„.,i -.E:,:,,: - ,.---,„, •:):,'::::)::::::)giandigr,'",','„';.„,,.......................... ,.,.,.....,.„........,....„.„„.,.„,„._„,...„,„„,„,.;,_ ..,.., -------------- --1,'.::::::::::::::;::::.',.,.::::::::::::::::::::;-:.5:•:-'''..E6:: --7r . -, 4ill,--,?,------i 12-Z-- :.-1,----->..... ____ __I 1. :; ' ;, , :: .1 - CLR -rt , ;._i .,,,- •--,,,,-=,,,,,mo 1 'K--------L- "' 1 — r---:,-=,--77,::4, 1 1 If ,,i 1 ui, , #1, 48" MIN di/ .... .. . . . ..,.. .... .. -----....,..,. .,....-.. ,..., i Z ,___ , 'i _-,,- i ' • ' "- ' : - Et I / 27,------ - . L_,:;____ ___ ......1 CLR , _.„, 1. : , - ,• 1-,. ---- I 0 0 0 0 0 I 1 , 2 _.„ I(_), ;_-_, 1 I == I I .7.--,.. c'..) I il i _;) 0. , ,___Jk , Tit ; . die 30" MIN;,' z - 1."72="1-7,-7-4 IN, .' L _Lm.i -7 L'fff:f32:71 1 , 1 1 ''" i ')--; ')i r 1-- CLR i( J)'----:'- -,, -.-.., 1 l- ni ,,,z 17" t , "(I) (--) . . A iL-------, _L-i i „-----41 . „0-- . _ : N INTERNATIONAL c.,-) I -, 'ft-- I, (-) ..-- _a_ .. .„ ,, , - 'N PROPORTIONS -Tt. P R - -) r :.z --. :-.:- -, - " 1 '''m (A) (B) (C) , i(fif'-'2--- [I ' a: COR, IDOR ,,',11 OTHLR CIRCULATION SPACE /7---. " I IN TE R NATIoNAL SYMBOL -;r0D SyMPOI i.. ....,,, ,...,..,.... ( z . % , 3 I,...------.44: , - A 45 IL-71 Z i \ ,t;lirr:;:i*.\1 -.l'IN 111{' NII‘ OF ACCESSIBILITY CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH - r..th ft 1\ I , ; r-- , I irr'ii- ,--/\-31 ,i.d.-----,_, .„ 1,, , 0 ..... k,,,_• 24 ,,,i,• , , ANy u -,, , 1,,,,i ,,,,..-. , . = ,14._.,. ' ' '' j 11 ' [in-Q,,,roi i. --- I, . N- -5 ,1,., , , . 7,;-- - `----i't; 1 I monimmomermWok ------ IL .p., tp -- , -0- r, Qj'' 0 'II n'-- - 1, il I i'' ' , ' '1 ' '' ' • CO MAX(-- DIMENSION F,o c,--) , I I II i- 3 ,• „ • - i . 1. Z X < I -- ' --------- I Z - < --,--, ■ 2...%-ri . ,...._ ____ _ _ — If. !ii 7---1 , t LI;,„.,,. 1 , : ;z,-. r - - .. . ... ''''1/4 1 CLEAR - :- . ,-r,-, — — ..,-.1 : l' , . f II I-- A , , ! • ‘ ' ,.--.:-_, , ..-, ,,,,..- . i '''':: I FL ry- :. .:` i j•Sq:"..;-2--;:------'-=r A--' - ., r.,I\- ,r, , ' 1,-,- - - Li Pi 5,,-,J 1 , ..., . X 'V1NG WALLS .... 1 _ _. .,....._.„ ,‘ Di i : , ,, - I, ., „-- , i---------i[ I 'E., i 4 ,..4 - .....,JR .........................................., D 7 1 0,_':, :,...k., ' . 1--,1 1 ' I-rr • ' u ' I i‘j u h Oil 'k- ; —i'D"OWN TO FLOOR \'''''--;'1IIk.::- ' it::::.-Isis, 0,4,1. c.,-) , --.: I SPACE : - -----------"""- Z7-) i...- X -‘ , -I- .•..., ......J --t----------L-1- - - -----'r- -- - *.-- c.,---) . __ .E:,...„,,,,_,,,,,.,_,„,_,„,,,,,,:,:::,!_,_;_,,, ;i:,„„.,..„,,,,•_,,,„_,„,_:„...„,_„.,..,,,,_„::, ............- . . , ---------,-;,,- I.- .-,-, • ....1 -,1 1 1,) , ris,, Z I x Ur- -- ..11j,„...--,---.1 I, i , ----.1 k,..„..._...E'',1--- .,,, , , Z -OD `-----' , k, ( ) 17-;,,,, 1 L -__- 1 36-- MIN X•?.48" I 36" MIN ie__42" MIN .. 42" MIN I 0--7 ---- (...7) -.,:.-;--- I iiiiii......"..........1..........1 ADDITIONI,P._,L...,_, --- ‘---PROTRUDING OBJECTS -4- 4 Y irir1.,I — ,l'I I b (.3_, ,.„,._, ._ ., ,,,,r- -r ir ir , 19" isi.............,......"...ii= 11 ,----A it ;__,)------4[ 1 , CLR CLR CLR CLR PROTECTION NOT HANGING ON WALL ............ ......, ................ ..............._ ,........, ................_____ .1.1 cr) .„-,-------' ,------' it, I \ ------- - 1 - - tz.-,-7,-,,,, 1 ifil .4., IL- ------ -_-4' _, i. , REQUIRED BETWEEN WITH LEADING EDGES -- ---------- I , ',,,____ --_6" riiii.A.x I MAX ;, 1 I 1 \ X<48" KNEE CLEARANCE ::::::.:Z. ----:----..::::'' ::' -.•.. ...-:- ...1 S_:'-: —A:i: -'.::: .,,,,---0- 30" fv1IN 111, ,Ale' 48" rVIIN WING wAL LS ABOVE 27" 1 TOE CLEARANCE 48" I\AIN "1,1 _ . ... .. ... --- - -------i-. - - - - _ . „„. - -r (A) 1,B) 17" mirq i .,.._ '1:..::!::!:.:':.''.'j:.":':.'j:!''::::'--.'i:.'E::.:.:.'rv:..-:.-::'"..::j--iv:lv...:.::-:-::::::::::'-: :'.rrj."...I.11..":.".1.i.I...:............1:i-': ------------- cl..R r LR q0 DEGREE TU F;;',''N TURNS AFROUND AN DEPTH (B) (D) FORWARD APPROACH PARALLEL APPROACH OBSTRLIcTION (E) DISPLAY CONDITIONS INTERNATIONAL SYMBOL OF • NOTE: X -s:24" NOTE: X fa-a"; 15" EXAMPLE OF PROTECTION AROUND WA MOUNTED I ts,IT E IR N.A T I 0 N A L. S‘01B 0 L ACC ESS FOR H EAR I N G LOS S (DI OBjECTS AND MEASUREMENTS OF CLE-1AR.WIDTHS OF P.,CC.EE!--iSIBILITY CLEAR FLOOR SPACE IN ALCOVES r-N MIN CLEAR FLOOR SPACE FOR WHEELCHAIRS (---\ ACCESSIBLE ROUTE - TURNS ----\, PROTRUDING OBJECTS 1----\, LAVATORY CLEARANCES r---\\ LAVATORY CLEARANCES , ,,,,_,,,. ( -\,, INTERNATIONAL SYMBOLS , ,......._ _ _ . _ s . . --r- \\ FIGURES 4A.4B,4C&4D (ADAAG 200/ OSSC) \,...... FIGURES 7A& 7B (ADAAG 2007 OSSC) FIGURE BE (ADAAG 2007 OSSC) ‘ j FIGURE 31 (ADAING 2007 OSSC \ , FIGURE 32 (ADAAG 2007 OSSC) -k\N / FIGURE 43 (i-kli_AAU 200( OSSC;) ''‘,_....--- " 10" 10" MAX I, i MAX 1_30" CLR 6. Je30" CLR - ii 1 -7'r 1.0r I J-- —;-;•- X > 12 ,„. ?#*--- , I 4-I iIi (en 1 I -I— 11 ' 11 ,111,_:\ 1 -011 0 pi? ; EL lA 1 i 'IS X i 4-1-1-4-,--4---in -I- ---4---I---I-•--1-4---L--pi.. PERMIT 1/.., , L , --i ,, \ , < , ,in, ...) \ 1 , ; , , ,_ ; 4_ 1 r_i--17-',,--,oA ;.:,,, (ilhi f---‘,I',. \1 '! ..-- - . 1 , , 'Kt- 1 i I.k!..,;.„h...L.,,, 1 REVIEW i.,• 60" I'VIIN CLEAR , Ae_60" NAIN CLEAR 4 1 I. ?-----1-r.i, J u , ..-..---_,A Lo [ I 4 -,-,!,_--- _ [ ,,, 1 (k, 4-- ,i, i 1 - {. ; Rh! Y-----— --- ti J LII11 • •• ......, PLAN ri . . 36" MIN ; ..ei 54" MIN 54" MIN -'"--- -.-i , — — —1 (A) (B) . ..,#"' \ M Z...114a! 42" MIN MAX \ 42" MIN 17 ...-_-,-- CLEAR FLOOR SPACE HIGH & L O W S I D E REACH ,,,,-... i, 24" z,---12" MIN 12" MAX - , N. Li.7i i2:: "'A I 1.1.1 __I PARALLEL APPROACH LIMITS (UNOBSTRUCTED) , , -,. / ..,,- ..,,, - . ; 1 MIN i ., ..,, s 51 • • ./K„6 MIN ----4y i i• .--J c•-;75 I 0 . 0 , ,f /1 1 4( 1 TOILET PAPER , Liewiiiiw I ---_, ,..,,,.. 1 F:-.7-.) I 1.____I I < z --,---," C1.1;"-'4" • -"- -- ' ,,,L .,..':,4 1,. __1._ _______________T, I ,. .. ., ,3) Ir s*IS ',-.),--,-. - — ,-- . ., ,, i "A . , \ 1 • ! / ', Z , il x., -(4-7)- '-o'-'''''s ri_ -- , X .4... — <1. :i'. >< il 7 a',7; 1 '.----- , II in , = . . , , .._ , — , .,- • - . _ _ 7 .,...1,-- 1--- Tiursiti it - ion ,,.., C \ ---- „:„, , ,.., -.0,1' i MAX I 1 (-----p , . k. i A 1- ,i),..::,, -,.:: C------------------i' ,- ..,,,.............,...__________,..., ' .. i ,. W. : I I I i I 7-i-, X , ,,,,, • k , ' ' \ Cri C,) ,...,,,:i_7 1 , r---' \-.' 1 ...9 1 ,('.1 „_,------ \ ol co s; --;,:l \ C---,1 ,-- . / I,e. . , 1 : \ . i • --II 36' MIN 1 1 I I, - - .., • ----4.... NI 1Li t, A :„..000001, ...A.7.-------------- ..— _ .000111000,01010100010.101010000.0010 — — . . ,- -:- - 12" I 7- $.' i .1:- ,,,t,,Air:.4 / ' CLEAR - \ m 1 N / / ,/ .1 _ , , -------- - — "----- ' '. / ' ' ' X :$ i \'''...CANE RANGE ELEVATION ,. C.,L FAR_ / \ CLEAR (1%--, ,----t.,gqi !.fr, -=.?: 1 zlx Nigeti:, :- A4ta;i;, ,r i i ,;1, (A) (B) ,4„....1< WALL HUNG (TYPE) STALL (TYPE) II fr :), 1,i,-, ' f- 4 I .a :fi (A) (B) II.,1 IL;: . :',4- I ` BACK WALL SIDE VVA L 1 fr-\ (D) r---, ,.). ...: 1,, ------ - —------ "--,,, is'r (B) FREE-STANDNG ) . , -- -, ....„,„....,-„_,,,,, CIRCULAR T-SHAPED ! ii.j..2. ..,-- '' .„.._.,_,.„ . .,..„,,.,,,,-,,,,,;,,,,,,,,,,,,,„:,, _. ..,:,. -,--. -,,..., -4,.., \ -...m„..;li 111.-.:„ .,--. . .. .5 ''':: ' ' WALKING PERPENDICULAR TO A‘JJA[L OVERHANGING OB,JECTS REAR WALL OF SDE VVALLS STANDARD STALL (C) -,s,_-.ttg_wm.i.,\,,e.,,,.3,,,,, ,,,..,- ''' ltg5Fnng.,-v'' MAXIMUM SIDE REACH OVER OBSTRUCTION r----) SIZE OF TURNING SPACE (- ------,„ UNOBSTRUCTED & OBSTRUCTED SIDE REACH (7) PROTRUDING OBJECTS (-----\\, GRAB BARS AT WATER CLOSETS (----\\ TOILET STALLS 7,_,,,,, I( ) HEIGHT OF URINALS piti & grill ......... k r k / FIGURE 3 (ADAAG 2007 OSSC) \.. FIGUFE 6(ADAAG 2007 OSSC) FIGURE 8B (ADAAG 2007 OSSC) ,.. I FIGURE 29 (ADAAG 2007 OSSC) ‘ FIGURES 30C & 30D (ADAAG 2007 OSSC) FIGURE 605.2 (ANSI 117 2003) \ .. ,,, .,,,,,,,_„</ \ - , \ / q. 4" MAX ,,,_6. 32" MIN 42" MIN , 12" MAX -1- / I - , . 111 ALTERNATE DOOR LOCATION f 1 4 " CLR ..7., tr____r____„,: , , . ---------if , x 1 .I_ ____, ._ ..._. ‘r4----H--- _ - ' . THIRSTY LION PUB&GRILL I ---- ... --,‘ , ---, ..,--__ __ - ... C/: ... < --- 1 Z t -- N I \ ,.....--. „ ..._ (c-) --•,-- ;,,,.. \il ''c•,--,-----f------ if---4 I (7!) 4" in 1 ‘t.I -7 - I i > — .-..... i_...---.,i,...._,..;1 , Cr) t" i (-.5 1 CO • \\.„„, CO- ' (v) J 4 MAX i 2 .......... __ 1 , MAX to - 1, ",,,,,,/ ,r,„ ;:s, /4?==,,:,,,,,,,-.,,, ;..N.-1., a_ _ AMOUNT \ .., m i -- - ._3.' ot-) \\',,./;,11 '42" MIN LATCF-IAPPROACI--I 12" - -,.:_ ::::::.;;:;:,::;;."-;:,"-;:::';:.:J.:,:..:.ift:'.::.:::-;::::-::::":_::":" 4.'. ' ._.• • • ,.,...x......... .., ...,........., - ' t 10145 SW WASHINGTON - 4 I - --------t— I.\ 1 ,.(„,-11_,.,E.f,,,d,RI, , -----7------ ---------_ _____ _ ONLY - OTHER APPROACI--11ES 'i' 1 SQUARE RD. (A) - ; ..„,. ...4(... / , 1 12 MAX 1 , _ 4P MIN - - i .-- (-,..) < - --4,„ HIGH RDRWARD REACH L.1 m iT (UNOBfSTRUCTED) ' ° VVII-)TH , -.- -.„.., ,_ ' 2 I 54" r,11 IN TIGARD, OREGON siii @'II e ,,, 0:[): ,?.•_-.1„ 1 4,r, 'ill , 52" MIN --71 d H Iii NIC----.--44 X __,, 1 . ...... . ''''''XI=56" MIN WITH „1.! 1; i t or —, 4., , .____,----------_____:: „,,,___, _ z i--; , „ , A, 42" MIN' X*" -4 x- i NOTE. , 36" MIN 6 VVAI L-MOUNTED WC x. cti.-7'-!)---.1/1 IP iff---'-'=t1 : ........ ...—. ........,...._.---------------. - . , - — _ , . I ,, ..— --....„ NAN WITH ,te 42 MIN* _ , 1 1 1- 1--i• H, 1-1 If , 'X' SHALL. BE LESS -THAN OR . ._ ...___,_______., ..,- ,':-:''14'.__t-i-_'_:_e i :°2Li (.E.-ID , , i . _ , . , 1------1 ,:ii::::-, id;;''s ; , ' Z FLOOR-MOUNTED WC (:7 i tr ;'1,, EQUAL TO 25 INCHES. 'Z' - )i' ' ' I II - .„-:-.- . : I ; 1 i (A) ku ',4) g lii 1 H -----:::::71----,--- i --,r--, -- — Iv- -, SHALL BE GREATER THAN OR : 1 1 , , , ,. 'I, : •' . - 1 STANDARD STALL _'\ ,.. .....____. ; ,,____„„..__ -,. 1„ - i i 15 • . 1, ; , , -, ' ---- -- , ,, ........ . .... , .. EQUAL TO'X', 'WHEN 'X' IS ,,,..,_=,=„, - — . ,„ f i co „ „ \I B . >-- I ,.. \ ,'i , ,_ „,7t!--, „ ) - .- / l'1 1 :. I „ F- 1 " A I I I ill / I (:/1--Nc---- '' 4•li-• ' Z 7 F;c1" r"1 p ____:--L2..i±1.______ le 1 -— pi\ LESS THAN 20 INCHES THEN - ,w_____rrAtr ; ? . 4V, t:''.4-€:,-'-'"-1 'Y' SHALL. BE 48 INCHES . '''' -'' -::::::-,- I , _ __,,,_, ..,.,. . I -- :' (----.1 i .(1! : - . • ,. 1 (\I l':‘ I I ' ".::::';'r-A ..e.- i /".---7 \--- K.) 1 ' MIN 1 . ',..zil f Ai- Will'VI/ MAXIKRJ.M. 'Ii 'X' IS 20 TO A I . , ,,, ,; ,., xc, : /) X : , 0 Is, , , - *42" MIN LATC.H APPROACH ONLY- -11------,,, 1 . „. 1 [1/4,- : 1 .... ....... .... _ _: . . (-÷',0 , ‘..., 1 .., .., "I' 25 INCFIES, THEN 'Y' SHALL BE 1 ° ,,,-v;;,:;:i',-,",-,:::;:-;,;-i,-,■ 1 ;i1fi- ' ' , :, Z OTHER APPROACHES 48" MIN ' II -I 2: 44 INCHES MAX _a__ :4 \ i FLOOR I . .. I- II k 1 „ ., ,.._, ‘, SP , E w 48" MIN , "X=56" M I NI ',Al I T1-I 'WALL-rvIOUNTED'NC •1 A,,, „).\ 1,ff-1- ________________ ________ ir, I 12" MAX 0 48 MIN f A) < ---------------- CLR ir ----7r ‘, _, X=59" MIN WITH FLOOR-MOUNTED WC ;Li- 11- 6 (t3) CL R WALKING PARALLEL TO A WALL co cD MAXIMUM FORWARD REACH OVER AN OBSTRUCTION (A-1) ji 54" MIN O (B) I STANDARD .-:;;TAL.L (END OF ROW) . UNOBSTRUCTED AND ALTERNATE STALLS Ck c\I 0 CN1 7----- MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS r'\\, OBSTRUCTED FORWARD REACH (-----\ PROTRUDING OBJECTS (Th TOILET STALLS (---\,, TOILET STALLS I .. . . 1-- k w EK-31,11-0-- ',' 'ADAACi 20n; 0.-35C) %,....,___} , _ _ _ „ _ _,,,,,, ,, „, „, _ \ ,/ HOURS_ 5 (ADAAG 2007 OSSC) \„,„ FIGURE BA(ADAAG 2007 OSSC) I FIGURES 30A& 30A-1 (ADAAG 2007 OSSC) \ FIGURE 30B (ADAAG 2_007 OSSC) ..,,, , \---___,--/ w ,...„..._, REV DATE FILE i _ co A: _. ..____________ _ ____ _ _ _ . _______ _ ______ _____ _ ____ ____ _ _ 54' m i N 1 n -1 I r, t 1... 1 co ,. __ N.. I 1 ,......z/ NI I e,./V> I I 4,,,, \/ 112" 1 --I ..,I z I 1 ,-,,:.- I .._. . '''''' MIN'. 0 1 -x ---.. ,:, ...._... Z , -,_ (/) „-..-. 1 '6'-) )e--------A' )-- N 32 CLR , I'][i_ -----..... , \ x* . ,..,.... __________ 6 I ,i 18" MIN 1 1 i 11: i \„1, / a) 1\1111'A 1 I „ 1 24" PlREFEFRED , . _ _ _.1 11 \\I 44 I NOTE: a. 12" MAX ', +=i-- Ac___I ., _ __ I I I , _1 '\ I L 1 ALL DOORS IN ALCOVES _ ____ ___.,,,, -- ' — - +----i - -- — 7-1111111.111.111111111111‘- a) I PUSH SIDE \ 40111111111111111111111111110111111M- 1 J SHALL COMPLY WITH THE ':-.- F - ,_ I = CANE HITS POST OR 12" MAX f le---- 0 t . I : q : , , PULL SIDE • PUSH SIDE CLEARANCES FOR FRONT O I I ),1.-: ' PYLON BEFORE ' Z = ,./1., PULL SIDE ' IF BOTH CLOSER AND APPROACHES. O , : „:„...--- cx: : PERSONI HITS OBJECT -A LATCH ARE PROVIDE.D * X=38" mit-4 IF Y=60" miN S 48" MIN IF BOTH CLOSER --'-- __I 1 i X=42" miN.1 IF Y,---54" MIN AND LATCH ARE PROVIDED x . . a- - 0 63 .f 411j-________ 11)1 I if 7-1,117;:cc? ° 0 ,I- .....1 f,..--„, _ - ,, , ,----- < : riep et 81 ,7 . f t = 7 Z - - (..) m I .--)_________;i:fr._;, cv ' Alf . ci.Ix L. 1 , _LL-,:____„_kS.,:, ;----i.7- j , , ______1 ,_. - 6' ---"- -I I [ i FRONT APPROACHES, SWINGING DOORS HINGE SIDE APPROACHES, SNNINGING DOORS c) 1 lti 1 i< (11 1 PM: L. KALE u) - r41, ' ,i ?, op ,1 -1 ' Vt - I i• , i ' .• ., ` S lit.: I, ' v--.0, ,, .541MLNL___4„ -- ' ‘- - 0) • ,tii--,--z---1.1 ill - 30" MIN ille - 48" MIN 12 , .. -. id : . 4 -10tr ' THIS OVERHANG CAN — ..- as -- ----k /I t- PA M. MCLAUGHLIN A or----='-'----1,1i - ,a--1 ;2 b,ro , u, ,,'I z CI_R CLR /11 ( ,_ ....\... I- z) 1— -4--- ----1 -1,- 0 ,,,,,„1_ 2 4 N- . I BE GREATER THAN 12" .sii .,) i Linii i .. -----, DRAWN BY: <--.= 1 is c ,., 1 1 z 1 1,-- T c, C,1 X C‘,.1 ) ' ( A \ BECAUSE NO ONE CAN . _ I___, j__ ., ...›. • 1 4> I ---__ i 1 '\ 1 . , c) . ,.... z , .- -------„ . 4, -4- 0 FORWARD APPROACH PARALLEL APPROACH A 1 1 - 1 I \ APPROACH THE _r. i i I I I I I F 1 1 < 11 JOB NO 092020 ---1_ : iLL x \ \'t, OBJECT FROM THIS .......,.. \ ..T., „ 36" CLR._,4 i IF X>24"THEN AN ADDITIONAL — IF X> 15"THEN AN ADDITIONAL _ _ . , -- , , , 24" I, z 1 I 24" • 1 - I -,..,-_ 1 i O - -:: 00".-:_-;-10 .00.......--;Jiii4 DIRECT1oN '4- \A - 1 A-------------4. i 1 .) I ... I MINI E, I DATE: 07.28.2010 MIN MANEUVERING CLEAR.ANCE OF 6" MANEUVERING CLEARANCE OF 12" PLAN \ MIN 1; '&4 1 MIN I -4- & I 1 ,4 45 E \ I ,i- i , i H 1 , .0 Q. SHALL BE PROVIDED AS SHO\NN SHALL BE PROVIDED AS SHOWN ELEVATION \---CANE RANGE =co i 1_ _ ' _ __:: L ' L 0._..4. --F.------- -tDWL-- — — --. %L ilt ..—.:_--L-2..: — 1271° ALII:=1:11 — — —( + C CNI O --- -_:..1 ' PULL SIDE PUSH SIDE \ (D) (E) (F) >,c) (E) ; FRONT APPROACH SLIDE SIDE APPROACH LATCH SIDE APPROACH ti itS ADDITIONAL MANEUVERING (D) E(1 CLEARANCES FOR ALCOVE'S OBjECTS MOUNTED ON POSTS OR PYLONS ' 54" MIN IF CLOSER IS PROVIDED "' 48" NAN IF CLOSER IS PROVIDED SLIDING DOORS& !SLIDING DOORS & SLIDING DOORS & G0160 (C) FOLDINIG DOORS FOLDING DOORS FOLDING DOORS I _) cp co LATCH SIDE APPROACHES; SWINIGING DOORS N C•1 0 .. ACCESSIBILITY CNI ts o) a) . 9 o MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR ,7----\\ MIN CLEAR FLOOR SPACE FOR WHEELCHAIRS (7----'\ PROTRUDING OBJECTS (--------\\ MANEUVERING CLEARANCES STANDARDS --- } CD CL 0 0 FIGURE I (ADAAG 2007 OSSC) k FIGURE 4E (A DAAG 200-7 OS:SC) \ j FIGURE SD (ADAAG 2007 OSSC) \. FIG.URE 25 (ADAAG 2007 OSSC "c7i \--,,.„__} --,......--...- COO I I I I I . . • . . 1 1 2 I 3 I 4 I 5 I 6 MYHRE • GROUP SITE NOTES architects 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com A. FIELD VERIFY ALL INFORMATION PRIOR TO CONSTRUCTION. IF SITE CONDITIONS VARY FROM CONTRACT DOCUMENTS, NOTIFY ARCHITECT IN WRITING IMMEDIATELY B. ARCHITECT'S DRAWINGS DO NOT REFLECT SITE AND LANDSCAPE LIGHTING. GENERAL CONTRACTOR TO PROVIDE SCHEMATIC AND FINAL EXTERIOR LIGHTING DRAWINGS AND SCHEDULES TO ARCHITECT FOR COORDINATION AND APPROVAL. V,D ielRe /:.00012.e.k 1....." ' J Y R. I ‘...../..„,, r„„t41- , . . a4 i --3 A • 1 0 E 'OR AND, OR,.. ... _...._......„ ---...--,.- ..........„--- -1.4,7, , IF O ccp .,. •.....,.... ... _.•.•••• ... ... .•...•..... •................... 'i )- .....,..,...........,„... . . . . . ..„...... ... ,.........,.... .... .... ../....:. --- -- . ...•''... - --- • ..* * * * * . . . . . . . . . . * 4, --.„. .., "''•' --........ . . .... • • . - -........_ ...... ....• .•• .• - ..- I ./ . •••,.......,„... .....4;'' * * 4, * * * . . . . . . . . . . . . . . . * * "...4. - .., ... ....„.............. .•".•••-•.... . .....„......_... .• ,.....'. . . . . . * 41, 4, 4, * * * 4. • . . . . . . . . . . . . . 4;' ■ ......,.... --•"..• ,' ...../ * * * * * * * * • * * . . * * * * * * * * * * * * * * * . . . . -4, .......„ - - ....„, • ...... -........ ... 0 MYHRE GROUP ARCHITECTS . .... ......... .• ....•,:i.• . . . . . . . . . . . w . . . . . . • 4, 4, * 4, * . . . . . . . * 4, . * . . . . 4;' -v......,„„. THESE DRAWINGS ARE THE PROPERTY OF ..' - •••• ........_... . . MYHRE GROUP ARCHITECTS AND ARE NOT - TO BE REPRODUCED IN ANY MANNER,EXCEPT .. /w w w w . . . . . * * * * * * 4, * 4, 4, 4. * * * * . . . . . . . . 4, . . . . . . . . 4, * 4, 4, • . •. ...4.• ...„. -*--- ....... 1 WITH THE PRIOR WRITTEN APPROVAL . .. .... . , .•• • ../.. w w • w . . . . . . . . . . . . . w . . . . . 4. * * * . . . . . . . . . * . . . . . . * . . . . . . ....4, .•i.,••- „ , • OF MYHRE GROUP ARCHITECTS. - .... . .. - -•••••••......, .' . ...-"" '"'" •••.... . .... ...._... • .' w ,,, • . -....... ,... ' •"...i. I. 4. 4, * * . . . . . . . . . . . . . . . * . . . . . . . . . . . * 4, * * * * * * * 4, * * * 4, 4, * * * * 4, * 4, * . * * * . * * ..... -...-".--..• --..... . . , -•••••• . ..... . ---... . ' .. ' . ..._.... • . ....„,,,... . .••• .... ; ../ . . . . . . . . . . . . * . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4, . . * * . . * . . 4, . ". .''' .- 4.•,.... . ................... . ,•;". * * 41, * . . . . . . * . . . . . . . * . 4, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . 4.... ."'""".......... -...-"""•- .' ...•••........... . . ..f.* 4, * • * * * * . . . . . * • 4, 4, . . . . . . . . . . . 4. 4, • * . . . . . . . . . . . . 4., . 4, 4, 4, . . . . . . * 4, * •. . . . . 4.... 4, ............ ---••••.... ...,................. • • • --- --- BUILDING KEY PLAN Elps . ......4. ... . ..........,.. ,., , --•- ... , . . . ---- •••...... , . • • 1.4 . . . . . . . . * * * * * * * 4. . . . . . . . . * * * * * * * * * * * * * * * * . . . . . . . . * . . . . . . . . . . . * * . . . . . . . . . . . * * 4, . . . . . . . . * * * * * * * *'- *...' W..••- • . . ...,„ . . . • i.i.i.i.i.K.:.,...,:.......,..-,....,........,:::::::::.- . ...". SITE PLAN LEGEND „...,............1 .. : . • .§. . . . . . * . * sr * * . . . . . . . . . . . . . . * * * 4, 4, 4, 4. 4, * . . . . . . . . . . . . . . 4, 4, * . * * . . . . . * 4, * 4, . . . . . 4. 4, . . . . . . . . . . . . . . * . . 4, 4, . . . . . .:- .... .... ............ .......,... .. ......,... _„....„„..,.,.. .". •:. . . . . . . . * . . . . . . . . . 4, . . . . . . . . . * . . . . . . . . . . . . * . . . . . . * It . . * * * 4, 4, 4. 4, * 4, * . * 4, * * * 4. 4, * * * . . . . . . . . . . . . . . 4. 4, . . . . . . . . . . : , i. . . * . . . . 4 -•• .. .:::. . . . . . . . . . . * . . . . . . . . 4, . . . . . . . . . . . . . . . . . . * . . . . . . . . . * * * * . . . . . * * * 4, * * * 4, . 4' 4, '4, 4. . * * . . . . . . . . . . . . . . 4. * . . . . . . . 4, * .: • "". ....... 11111•111111 1111•1111•11111 IIIIMIIIMIM 111111111111111111 NM= LIMIT OF CONSTRUCTION f: * * * * .4. * * * * * * * * * 4.... -.•,•..... .... .... ............, ............ .......... ............. .. „W . . . . . . * * * * * * 4' * * * * * * * . . . . . . 4, * * * * . . . . . . . . * . . . . . . . * . . . . . . . * . . . . . . . . . . . . •* . . . . . . . . 4, . . . . . . * * * * * * . . . . . * . * * * 4, . . . . . * * * . . . * * * * . ........ .......... ........... .............. .,..... : ,, . . . . . 4, * * * * 41. * . IP VP * * * * * * ...4 •••• * 4, . ...., .......... ..,..... ...,............ .......• ..... ............ ......... ............., ............ * * * .... ........... .......... .............. ............. ... ........... ..----- , . . . ...• .................... .............. . ........ ....... ............... _______ • • LikNDSCAPING/PL/kNTINGS .-•---- ------ . . . . . . . . . • .., . 4. . 4. . . . . . . . . . * . • • . . . . . . . . . . 4,..: • * - ,. . . . . ... * ... * * 4. .„ * . . • • : * * . 4. 4, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * * * * * 4, . . . . . . . . * * . * * * . ,. . • • . ..- : .. ; • I (E) EXISTING : • . . * . . * * * * . . . . . . . . . . . . . . *.1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • , . . . . . . * * . . . . . . 4, . . . . . . . 4, • . I . . . . . . IV * * * * * ' . ... • • .4, . . . . . * * * * * * * " L.... • , . . I I I. . . . . I I I. . . . . . . . 4r * * * * * * * * * * * * * * * * * ....•.............. ..' . : . • '. 4, . * 4. 4, 4. 4, . 41, 4, * * . * * * 1111 , . • ..::* * * * * . . . . . . . . . . . ,* . .. . .; ..-. * * * Jr . . . . . . . . . IV 4, -4, . . . • . : • ..,, • . : ■ *.., D :.• .., * . * * * * ,,, . . . . • * . . .. • "... * * * * * * * . . . . . . * * * * * * * r t[ . . . . . . . . . . . . * * * 4, . . * • ,'. . . . . . . . . . * . * * * , .. .• ,:i, 4, . . . . . . . . 4, 4, * * 4, . • . • ?..' . . . . . . . . . * 4, * 4, . 4, 4, " * * , * . * . fr, * * . . . . . . . . * * . 4, * • * * * 4, . . * * * VP * * * + + + + + + + + + + + + + , .. i . , V. * * * * * * * * * * * * * * * • ; + + + + . + + + + . + . + + + . • * * * * * * * * * * * * 40 * * . * . * * . . . . . . , .. .. . - ..' .. •••,-..,,,*. * * * * * * * * * W. .;• * * * * * * * * 4. 4, . . * 4, . * . . * * V" * . . . . . . . . . . . . . . . . 4' . . . ; . • ..,-...„ * * * * * 4. * * 4,,..-' .• • , . . . . . * .4, * . 4, * 4 * 4/ * * . . . 4, . . . . * * * . -; 4, 4, . . 4, . IP 4. . . . . . . I. * ■ , 4, 4, * . 4, 41.• * * . . . . * * . . . . . . . . . : . : f * 4." . . . . . . . * . . . . . . . . . . . * . . . . . * . 41, ::: .. . .. . . . . ... ; --.... . * . . . * * * . . . . . . I. . . * * * . . . . . . . . . . * * * * * * * 4, 4, * 4, 41,, .• . .. • " ••.-„. . 4. . • * * * . * 4, • * 4, . 4, * . * • * * * . . . . . . . . . . . . . . . * * * .. .. ...... ."...••..,„• • . • , . '•'•'' • * * .[ . . . . . . . . . . . . . . . . . . . . . 47. : . . --., * * * * * * * * . . . . . . • , * * . . . . • . . .. ..: ..... . . .., ......... _. _. , .,. ■ ■ ■ e .4. .41, 1 : . . 3 . * . * . . . . . . . . . . . . . . . . . . . . * . * * * 4., • * * 4, ' •••,4, 4, 4. . 4, * 4, * 4, 4, * r * • I : * * * * * * '• * * 4] • r*---n1==i1r= =1,=1= -' Vi. ' •..., ✓ * * la ..:- . . . . . * **".... 4. .4, . . . . . . * .... , 4, . j ., * . 4, * ,... * * 4, * t''' . * . . 4. . . . . . .:. . . ", • * . 4, . . 4. . . • * : : ... ...... . 40 . • . . • ....... . . . . . . 4, * 4, 4, * . 4, * * * * . * ":" : • f,* . * 4, VIr * * . * * * * VP . * * * * * •,.-, 'I,,.... . 4, * * 4, 4, * * r * * * * ] . * . * . • ,:' 4, , * • . PERMIT ..,.....* * • 4, .. . . . . • • 4, ] ; ; ;..• ; . ..... REVIEW . . . . * 4. : . . .• . • . • • . . :: . . . . . . * * . . . . : .• • .4. . . . . . . * * 4, 4, *: • . • * . , . ,..:" .."'.." : * k ... „. .4. . . . . ... . . . . . : . . . 4, . ::. .? 4, 4, * * 4, 4, * . ' • * 4, 4, . , • ... * * . * * * * * * * * . * * . ... , • • * , . * * * * .: ' sr- . . . . . . . .. : ,..r. . . . . . . . . . 4, * . • . 4, 41 4t: : • ..'" "•'•• •"" • • ,.:-,:., • * 4, . . 4, * . . 4, i . .... .. * * .: - . • .-. * * * 4, * * * * * * * 4, * * - ; • • 4, * * * * * * . . : • ' * .4. Ir. IIII.... * * : . . • * * * * * . . . --•......„11111 11III Ail :- - • • ; . . . . . . . . 4, * . 4, 4, . . • • 4, * * * * * * ." • : * .... ell ' . • . . . . . . . . . . . . . . . . . 4. . . * * : * 1 . . . . r * * . . . . . • ; * * * * * * * * . . . . . 4 * 4, : * * * * * * * * * * t • " . * * * * * * * * . - 11111111k1 C .'. ." :- * * * 4, * . * P . . . . . . . * 11;' , . * * i .. . IP ...* * . 4, * 4, - , ,* * * . * * * 41, 40 4, * 4, * * 4 " * * . 4, • 4, . . . . . . . . . . . . . . . . . . , • * 4, . . . . . . * * * . . Ili,1111.13111 lian ... . . :, * * * * * • * * 4, * * * * . ••':' • . . . . . * . . . . . . . . . . . . . ,1111/111 •.. ..• 1111111:, . 4,--.... ..."...:....:, .. . Illij r . 4, 4f,,... . *: ' . •,, :* * * * + + + + + + + + + + + . . . . . . . . . . . ' * * . :_:,..,..,.._::,,,,,..,,,,,.7.:,,,,,.....,,..., .,..,.,,•:....,......,,,,,,,,,',...,,,,,,,,..,,,,,,,,,,,,,..,.: %10....8wito■Vi illr■Vi mamma' eihimem* emellie•*Newaihm .uwwwilm * * 1_ A ...,1 A 1 • * . * * * * * 11, * * * * • . * . . . . . . . * * 4, 4, * * . * 4, * * . . * . . * * . . . * 4, * , 1 i * * • ,,,,:',,,,,E...,.:.,,',,,-:-,,,„:.,,,Z':,..,:.=.:.,-....,-.,,i,k,x,...,,,;,,,,,,,,,,' ir • i * . 4, . * . * * , I., . . 4, .....„. 4, * . : .. ... ... ] Mr.__....41111V N 1111111111111111111111111 w, i ' . . . . . . . --,.... :,-::::.::,-,- -7,.., - -,,,---•--,-, ---,,,,,, • : . . . . . . . ' •,..„ • .." :.* . . + + + + 4, . . * * * * * * * * * * .- '... - "- " -... • ,,, „„ . „ , . • *.* • * * * * * * * * * V. * . . . . . . . . . . * * * ' * 4-V-r----..... --.... -. . . -4. * 4, 4, . * . * , - III la 1.1 * . * .. *.:*: . 4, * * , • ; . . . . . 4. * * * * * * 4. . * • :, :', 4. * . * * * . . . . . . . . . . . I, . . 4, * 4 . . 4, • .'4, 4, 4, * 4. * 4. 4, * 4, * 4, * * 4, . ,.. . ,ql, wilININ . . .:* . . . ... . ..... . . .4. . . . . * * . * . . * * * , lb. ''NIIIIIIIIIII : , . .' . . . '111111111111.1 ... . .... 4, * * * : . " ....': * . * . . . . . . . . . . . * . W. . , * * * * * * * * * * * * * . . . . . * * * * lii,..„, . • . • .. . . . . . . . . . . ..,. . . . . * * : Ill • * . . 4. . ,.* . * . * * . . . . . . . * . * . '.. . '..* * * * * . * * 40 * . . * * . * * 1 * * . * . * . - . * • * * 4, * * * *..... • , * * ; .. . : * * * * * * *'... W 'Ili IN. * * : * • .. '. * * * * * * * * * * * * * * * * * * * * * * . • 1. * * * * * * :, • 4, v l' W 1111 . f * * * * * . . . . . . . . . . . * •'..., - * * * * * * * * . . . . . . . . . . . . . . . , 1 l'LIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIwwIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII- , ' .. • -,* * 4, . * 4, 4, * . . . . . . . . . * 4, * * * ••" ,&:".",t).42."1",,,,,....,....,-,....,-;r.,,.;(...,,,,...;;K;i..::,..,,,i;;;;;;;,4.,, . . '. . , * 4, * * * . .../A IN: . . . . :*: 4, 4, --. * * * ": . . , -.* * * * * . . . . . . . * * * * * i. 1166.11:A .\,.. . .„... . . . . . . . * *.:•• '",..,,-4..c,,,;.,,..?:,,,,::.:.,,,,,-- , , * .. . 4, * * * * * * i . . . • " .? . . . . ....,....... * . * * * * W.,....... * ............, * * * * * * * * * * * * 4/ . * 4, * * * 4... . * * * . . . . . . ,..." .-.. . . . . . . .. * W.*. W.._* - • * * 4.. * * * "'-... ,, ....., . : * * *: 4 11 ... • :. . . . . * * * . . . . . . . . . . . '.., '-,-,--.*: * * 4. 4, , * * * * • * * * * : • . •,. * * * * * * '-., .* , *. ., • • .. * * VP * * * * * 4. . . . . . . . . . ..".. • --- --..... . ..... •• . " IMI:1 I. . • ...,. . • . . * * . * ' • . • . :• .... . . . . , . • ,.,* * * * * * * * * * * * * * . . . . . * '... . .• . N.....■ .........00" ,: * VP . . . . . . ..., . ..' . , . . .. ,.' • ••....,,, . . . .. • .. , • ..:* * * * * * * * . . . . . . . 4. . . . . . ...... • . • ' . \\\:s . ....•••• ..• . ...„.. X .4 . * * * * V, * * * * * .4.• . . .4. . . . . . * ,.... . .., . .... • .• : :. . . . . * 4, •••■ . Jr . 4, . . . . . Yr 4. 4, . 4, ,k,' ..• . . . • i • . ..-" ... ' .. • .* . . . . . * * VP * * * * * . . . . . . *•••- . .- • ..• • . . . . . .,. ..• 4` . . . . . . . . . * * . . . . . . IF' THIRSTY LION PUB&GRILL ,• * * * . . . . . V. 4, . . . . . . . ,...• . .• . . ..,., . . : . • .."'. . . . • • • . • . • 4, . * * * 4. . * * * . . 4, 4, 4, * ....". .• • . . .. ; . . * 4, * . . * * * . . * * * . .. , . . . . . . : ... . • . . ... . ,. . . . . . .. i . 4.•" . . . . • , . . • ... : ...,* * * * * * * * * * * * * • . . , .. . . . . . . , ril• * * * 4. * * 4. . 41. 4, 4, 4, . . . * • * * * * * * * * * * .,....- • . • 10145 SW WASHINGTON * 4, * . . . . . . . * * • TIGARD, OREGON : .• . - - / . -- • . . . . • ..' • • . .• ,' .. . .::. • . . . . . .., , . ..... ..„ • .. .-iir VP * * * * * * * * . 4, 4, * * .., i.. . . • . i * . * * * . . . . . ..... . . . .• .- * * . * * * * 4, * * 4, 4. * 4. 4 "••.4, * 4, * * 4, * * * * * . * . * . '' • , • ,'* 4, . 4, 4. 4, * * sr * *.:, . . . ..... ... ,"z '.* . . . . . . . . * * • * • * . . , B . . :: • . . . . .• .- , .. ..... '.4.,.. . . . . . * . * * • . * * .... ' . , ; • .„..4, * . *i : . . i. . . . . . . 4, * 4. .:: . .•• • • '•4,„.. * * 4. * + + + + + + + +., . (E),TYP. . . • . . . ,. . ."' ;:. * . sr * * * 4, • 4, 4, .:, .• • _ . . .. . . * * * * * . * * 4‘ .. .....44. 4. . . * 4, ; '.- * * * ,'' . •• • . . . . * . * . . * . * i • • . • • ../ * * . 4, 4, 4, *:f ' . CD : ". •I''' : .. "..,.,., , ''''.'•--....,,......: * sr * * * * * * * *: :. ....." .... 1:3 .:---.........* * * . . . 4, . * .. . . ,,.. . ...•• •-• • CI. .''''-'-•...,..* . . . . . . .:: . • .. (..) .. • , .. CD : c- ... . • ----- I -," • ..• < --"--....... ........' . .......... 0 N I •,.. ... ••••• 0 N 0) 0 ..; . ,e CO „•,A .! 1"- ::' .,, ..: W I 111111111111111■11111•111 W . 1 ::* *I REV DATE FILE CI) .. . i N. ; . ,.. o /. ..:. oo ..... . ;2 N ,•, 0 . - /.... ..: I ..- a) ::'. . CO .. ... :'-' ., .. ;.• E -.' • ..:, a) i. */ D- ,'; I : - ------..... -1-, .' : . , ...... .. 1. .; : =CD . ; . O I . -...,.... • ,,, 0 • : . • :; . 4, . * * . •-.......... . *; 1 ... . . .. . fr• a) . ... . ; ,.. ,,:. > f . . . . . . . . . .:.: -- .0 , I * 4, * * * * * * * * 1 :,i, . C.) ., < , . . . . . . . . . . j ; :: . Mr; .. . .. * 'p ,p * * * * ., . , i, i 0 ......- ,,. . . . . . * * ** i PM: L. KALE . ..." CD . • .:4.-- w t PA: M. MCLAUGHLIN ._ . A .:.• .::. ,,, ,..• cts ., .: .,. ...„ 0 ; * * * * * * * * * * ^.- :. 4,.....:: DRAWN BY: o ....: ...., ..:,,, ..tt. ,-- . . . . . . . . . . .., t. .f JOB NO: 092020 ...- ... , 4. .:•• 0 i-,.: , * * * * * * * * * * t :: . .«, DATE: 07.28.2010 . . . . . * . . . . ..„- -" .... :_..r........,„... .........,.....„.. °4$ E * • * 4. * * 4, * * *: . . .11‘ abr. \ .0 Q. r m 0 Cl-LO C(NI 0,- ....... ••••• --- :J-- ' ,....,co 0 . ▪-N ..„,_ A1 . 10 - z Al SITE PLAN ED . c)c0 A1.10 (NJ N 3132"=1'-0" , , o •• SITE PLAN 0) 0 0=. *J• o Do- ow oj co o . . • . . . 1 I 2 I 3 1 4 I 5 I 6 P41 Y HRE • GROUP 4 I 0 D 0 DEMOLITION NOTES architects 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503 236.6000 f 503.236.7500 www.myhregroup.com A. COORDINATE EXTENT OF ALL DEMOLITION WORK WITH NEW WORK. CONSULT WITH ‘' 1 (NI ARCHITECT UPON DISCOVERY OF SIGNIFICANT DISCREPANCIES. 00 . • B. PATCH AND REPAIR EXISTING SURFACES THAT REMAIN. MATCHING SUBSTRATE N csi AND FINISHES OF ADJACENT EXISTING SURFACES.SEE FINISH PLANS&LEGENDS < < FOR FURTHER INFORMATION. D ARc, C. PROVIDE SHORING AND BRACING AS REQUIRED. • E .TYP. D. PROTECT ALL ITEMS FROM DAMAGE DURING DEMOLITION. I RE E. OWNER SHALL HAVE RIGHT OF FIRST REFUSAL FOR EQUIPMENT AND MATERIALS • f REMOVED DURING DEMOLITION AND WILL PROMPTLY REMOVE SELECTED ITEMS. R ' ) (b 1 F 44 4-4 IL '0' I AND,OR • - 0 SALVAGEABLE/RECYCLABLE EQUIPMENT AND MATERIALS SHALL BE STOCKPILED I r r r -\ AT AN OWNER PROVIDED ON-SITE LOCATION FOR FUTURE USE/RECYCLING. ALL i OTHER DEMOLISHED MATERIALS ARE TO BE REMOVED DAILY. FEES ASSOCIATED ''` OF a e ..,-- r ...,i WITH DISPOSAL SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID. F. ALL ITEMS NOT REUSED FOR NEW CONSTRUCTION TO BE RECYCLED TO THE MAXIMUM EXTENT ALLOWED PER LOCAL CODE. VERIFY WHICH ITEMS TO BE • REUSED W/BUILDING OWNER AND ARCHITECT PRIOR TO REMOVAL. 1 /\ 0 MYHRE GROUP ARCHITECTS THESE DRAWINGS ARE THE PROPERTY OF < G. REMOVE ALL EXISTING FLOOR COVERINGS, TO BE REPRODUCED N ANY MANNER,EXCEPT UNO. LEVEL FLOORS PER REQUIREMENTS OF NEW FLOOR FINISH. MYHRE GROUP ARCHITECTS AND ARE NOT I WITH THE PRIOR WRITTEN APPROVAL \/ OF MYHRE GROUP ARCHITECTS. 4 H. EXISTING WINDOW COVERINGS TO BE RE-USED. REMOVE AND STORE DURING . CONSTRUCTION. , I P BUILDING KEY PLAN ED I IL T T 1 r- ,.......... -11--- -= DEMOLITION LEGEND I 1 , , I I I I I I I - ,.. I - I ,( "I\ L..."--# ( .. L.—ei II L.i....... ••••■• •■■■■ •••••4"e7 ...,w L.—el ( .. "". — EXISTING CONSTRUCTION TO REMAIN — — — EXISTING CONSTRUCTION TO BE REMOVED 1 h I } AREA OF EXISTING CONSTRUCTION NOT IN SCOPE I I I I I I I I I I I I I D I I , <> 0 0 I I ( **\ ( i- -I L.._-_fi TYP. 1 I-1 I I i I 1 I I I • TYP. 1 I I I I I I —1— —I-- _ I I . KEYNOTES I L.—e.1 L.—el L—d 1.1,-,J--- — /\ • 19 0 < \/ > r TYP. <> EXISTING CASEWORK TO BE REMOVED 40. REMOVE EXISTING FAUX COLUMNS PERMIT REVIEW Fr- -1-1 = ....../ . ...... MINN= INIIIIIIIIIII 1111111111•1111 MINIM 1■I■ ■ =NMI! <> FILL AND CAP OFF EXISTING FLOOR DRAINS IN NEW DINING AREA 1 III I I_ T 1 1.---- ..__I ----1 I _ --1 0 • I .0. REMOVE EXISTING ROUND METAL AND FLAME DETAIL; RESTORE EXISTING STOREFRONT. SEE SHEET A11.20 FOR DETAILS. <> EXISTING G SDTOOORRETFOROBNETREMOVED; REPAIR TO MATCH C 1 L ...„_. _ _,1 I I— 1111111111111111•111111111■11 ■■■•■■• .1•NNOME 1 K71 r_._ ...._. _..1 I I I 0. ERXEINASOTIVNEGD.LASENEDSSCHAEEPTINAGlA1N20D FCOORNCDRETEATIELSSLAB TO BE I I I 0 0 0 <> P-"°"1--- <> I I I • I EXISTING RAISED FLOOR AND CASEWORK TO BE REMOVED; 'Orkirshi 314,11311 TYP. TYP. TYP. 40 PATCH AND REPAIR FLOOR TO BE LEVEL WITH ADJACENT I I I I IC V I— —I LI I I I I I FLOOR -• - i II • 0 I I I FL L _I ji I I I I <> REMOVE EXISTING EQUIPMENT AND PLUMBING FIXTURES , , , ... . . , I I ____I 1_1 L L _1 I U 11 I- I "--1 I <> EXISTING METAL RAILING TO BE REMOVED <> REMOVE PORTION OF EXISTING STOREFRONT SYSTEM FOR . –.. . , '.%.,. ,,...e. ....,;„, I NEW DOOR; SEE SHEET A2.12 FOR LOCATION 41) 1 I I L 1 I <> REMOVE ALL EXISTING FINISHES EXCEPT WOOD TRIM Plib & Will I 0 L 0 iREMOVE EXISTING CONCRETE TABLES TYP. 0 1 0 I n ) „..... . ./ . THIRSTY LION PUB&GRILL TYP. I I ' --I . . ii I I _ 4 10145 SW WASHINGTON SQUARE RD. t P I--- I TIGARD,OREGON I II / L_ _J i'"" › ) I B I I- _I I _ _ Ll . I E . ... . L __i `7) I ..q. 0 • 4:> o D 0 I 0 ci_ 1 TYP. I . Li. II I 0 c:. c.i II / \ II I— I I— E I 1 < o, /- U-_ ..„, c- I I I I I I I cN, 0, cv (f) I L _ 1 L _ 1 L _I I .., ,.. 0 . I REV DATE FILE F-- TYP. TYP. o co UJI I I c., I a) U) 0 0 0 0 ,..„ .....I 4> I ki ci... TYP. I (kr) i I r——I 0 I -'... — _ — — — — — — — — — — — — — — — — — — - =MEI SIM= IMMO 111111•1111111111 1.11111111111 11111•11111111111 1111■11111 11111111111111111 •1111111111•111 1111111=11 11111•111111111 - MIMI= EMI= MINIM 111■I IMMO 111111=1111 }— rill I < L__I e 2 I < c., PM: L. KALE CD 1:3) '§- A PA: M. MCLAUGHLIN 0 DRAWN BY: o •tr. "Ir. I CSI I JOB NO: 092020 7_- 0 0 CD DATE: 07.28.2010 • • °6 E ..ct Q. CSI N .cv) CL LO I ›.. --,-,E. 11 0 0 A2 .02 .„. ,__._5 , , D .00 CNIC4 o •• DEMOLITION C\117 0) a) Al DEMOLITION FLOOR PLAN - SOUTH D SOUTH 69--15 FLOOR PLAN a Ct. A2.02 1/4"=1'-0" E c&'203 c:6 0 I 1 1 I 1 . . • . . . 1 I 2 I 3 I 4 I . 5 I 6 MYIE • G LOORPLANNOTES . � � h , tt -..._ .. _, a ? 700 SW Taylor Street,Suite 4 :.,._ t 503 236 6000 f 503236.75C c , , A. REFER TO DOOR AND WINDOW MANUFACTURERS SPECIFICATIONS FOR ACTUAL , ROUGH OPENING SIZE• . - , . , r , r i I , i ' ' ,,.. 3 ' _ B. FOR SPECIFIC WALL ASSEMBLY INFORMATION,SEE G SERIES. 1 _ _ __.., _ -__ .,, • p ? 'e.; C. PROVIDE DOWN LIGHT AT EACH PATIO COLUMN, SEE EXTERIOR ELEVATIONS AND • D� v _ EXTERI R DETAIL r O S , ' : ' • D SEE FLOOR FINISH PLANS FOR NEW EXTERIOR CONCRETE SLAB JEFFREY J �, 'w .+. ... rte► . - , 3825 i E 4RTLA1` , , .... _ • _ -.1._`�,_ .__i _,_.._-. �_._.__...... ..ter _..._ 1 (.�..c !�•j f 1 OF O . i - , r , ; cc �j i , 4 E f f f � 1 , j t !� HR G ARCHITECTS , , ' "� '-"` ®MY E GROUP AA R S F i 1 I _--_.... ,� MYtiRE GROUP ARCHITECTS fi ` ' THESE DRAWINGS ARE THE //��V lJ I 1 TO BE REPRODUCED IN ANY Ab , ._. ._ _._>....._ WITH THE PRIOR WRITT , , 'I � �� ��." � ' OF MYHRE GROUP �s/j_ i , . • 4")N • i . , • . , ! . t, t ! 1 ; (.' f 7 i 0 r t : , � r _ , : i . ] _ ' y 1 � � � ' I v r BUILDING KEl }# 1 A " ,. �.�114 l.. Na,. 12�J1�4 3 ��a� MS-�.. � 0•' `L�i . 1ctcfZ. ' :., • ' �Q. � , _ t Yc..u "11 n_, ��VV,_ i V/ E a (� t� Cab �I „ j- r-t N O. i � � r fl , s KEYNOTES • . I .4* . c -. i , ..........,..._,....... ,_. . „ . , . . . ••,.....„.„,„:„.,,,,,„,:,:,:.:,.,.,:::%:::,:::::::::,,,, Iv1P4� L.14L 1 Y T ��" �O 1-���0 � � a : , ___-_W .. .t,: : ; :„.,...,.:‘,,,.,,,,,,,,,,.„,„„,,„:::::::::::„.„,::::„ ,_. �-• $ 1 STANDING SEAM METAL ROOF SLOPE TO DRAIN .: <,,A.,,,,,. .::,;: © Cdr Z 3,�wc t`t�1�i rrx..� 3_S" .L 4 _.., :� , ,:.:;. ._ . __- STEEL PLATE COLUMN COVER / , , i • C. {� .3 ' i x i�.l .'r GUTTER SYSTEM „ U S /I 1 0 1•l s Eat '� • , 2a-�r:L. fit•. r ; 5..?...‘,:.T.4tiNA,.''''''''''''''''''''''''''''' �...�. ��« t-1.-1 Gf�� 11.1 •t�J l:. ,_ � ._. , , , 3 . , ; r n 1 ` a s i � , t 0) GSM CAP FLASHING OVER BEAM(S). BEAMS PER STRUCTURAL. i _ L. i ,.-r-r.r.H: ,,. i __ , t S r ( , ' , , , r - - - -• RING RAIN CHAIN•, i 5 I (--‘) a OQ A. 'S-114-(2.. : cf,„;,,...,it, A rm.r�-r G '� s` h1�-A t�1 Eon S G►w-'s t,�.� "r' .� 4-�� --��e /` , i f i . . . _..; . .. . .. .:,.:,.,•., a �'?. ? , mss, a r , //�'�) . !tip` L I Z.5 U C ` . ,pct IV)�. , . D St-e-I AL .1\) '-'1 - t"SZS Li 1 OW- aw•:"�..r- wrl _.,rr a,wd. M{rd• wwr 'wu - .. .+ww 1�• r w..l) •w� �.r' �w.l wry- w ;• p�yy,!. i , i , , , s , sv Imo ? 5 , , es*- .i .SS1.., • ,. - s _ - - - • +� �" 12.5 O ETU/ „ • • ZS(000 'S-fu / 14-a, . . i P • 3 • • �1 t2 aoc� �r - 113.C, L-,a L Hf�. w.,.... • �._ :_._ r CA') Es . 0 0 • . , . . A8.10 PERMIT I B1 NOT F : . , , I , , , . CONSTR . . :, . , , . . . . .. I I . . . . , �,.si-€. 1 . .. - . * ' t4:79CL 'Il N vet. , • 0 1 . . Q‘ISeAt ki • rootaxerivissrE. r DtSN- wis tise.- t \\ k illiallIMIN i 'I 0 I �\ P (E) MECHANICAL Q �( s • all PREP, ROOM BREAD xg -� j $;. v (Ar ROOM I �' t,t..5 '� 1 15 p p T'�! I , O trs.�+� , .. . ,. g �� 114 ►$ _ >t I �" - �"� T I DINING O,OuC� OE iln `:1 Vi TIC.P.f q r: ..� 1 PUB AREA • � • - .-_ � � I ,, .-�""�s P :..-- - ? E�"i 1-j. .. +�� ,. � `":` 1 108 UNISEX _ • TORAG Mo - �� I RESTROO • • 117 ' Si z - .. .. . . , . . 1 pub• 16 , ). / ,,. • 0 I `� �..� £ r5rt�.K� D1(a►pr pc.,wFL�i„ .f _,1. CO par• ' t I '' II L..., .....iL.. .. . , ... .. a 0 . .. Evli3.1.oYEs. sno hats �. n� ICE/it" Icfl n . A ,. A-CUT S I t� .. . y „ ex CIS co rsr7 �►•'`' � '� _ ►t CR3Es-01 Fessee.e. THIRSTY LION Pt 51 /11-\ S-D EE P ForCe, . . . . • .:,,,...,�...,ri -•• ii (E)DRY '� N + g�' set> I--' T I STORAGE ICU 1 L. Corr FLAT-TOP-- 118 gx15t7 ' 1 L BAR 10145 SW WASt i III n STEM W1cLLS 13e.? ��.. 18 . .,. :•::��. ,,......,.•..:v ::�». Z�x3G. 110 �l�-AREA(r.ry F/5 - ... � i f TIG RD,OR D ` ` rc f E 1P foVE14 • 107 (E)WALK-IN taC- I,ti. $ r-0 SSE, p�-gt,H.E.0 ` • COOLER - © ;:a i s /`?VET-A sore.�P' . ,..:. 119 Cla+x, - 5 FL*T . • i 3 �2.�. I el e,..A 4"3£© e A r L. �C�i�. ��� 1...' LS �,� + r ,� w la 0 REPLIZ C o ' �t,TIo1J CC I-�ral� AL.- © `} 'i �, 1 f F 1 •I_ ,` (E) I EVAS1-11,1S 1 i 0 • -.:.. PIZZA 1 I I . Y r;ii � ,' '�e�p OVEN I 1 3 _i * 1 i 4 t1•*t Di O�: DINING I•►(11 P_EcT Lrw ,I EictSri 4t r fr• . AREA 111 Alin I �, C): 106 II ;.10 I OFFICE € co t001,.4 Irgi 1 05 1., ,ME " OUTDOOR RESTRO•} • > ct I ,1C WAITING! ' DINING f O �1 lC Q''`! . . HOSTESS a 3 122 } LL -. ., �: • {: 101 3 f 1 , REV DATE ® Ex> 45T Ff�bJ % - HALL , , 0 • WOMEN' ;.,, ■ 0 RESTROOM 102 f :,t.,• 4 • los i - , N N . i '' :I ii r fAo F,..... . . :: 4 •�j i { . . . .VESTIBULE 100 I m _ . 1 . 1 1 1 •mI OUTDOOR j > - , DINING Q 121 } T I 1 Z I( PM: L. KALE I M. MC! U • I s 0 DRAWN BY: a n IJOB NO: 092020 DATE: 06.18.2• eaE i� � C • • J o .10 , NN f-• = " A21 'E A B D ' Al FLOOR PLAN • • TENANT ORDINATION MAST . , _ FLOOR I cti o •I I I • 1 I 2 1 3 1 4 1 5 I 6 FLOOR PLAN NOTES `'Y • G R O U P S a r c h i t e c t s 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com A. REFER TO DOOR AND WINDOW MANUFACTURERS'SPECIFICATIONS FOR ACTUAL ROUGH OPENING SIZE. <> 20 B. FOR SPECIFIC WALL ASSEMBLY INFORMATION, SEE G SERIES. L' C. PROVIDE DOWN LIGHT AT EACH PATIO COLUMN, SEE EXTERIOR ELEVATIONS AND `,� D 0 EXTERIOR DETAILS. �� ``c D. SEE FLOOR FINISH PLANS FOR NEW EXTERIOR CONCRETE SLAB. ( i ' R• �,�'� Lza Y. • C'1 g4 1 F--3 • • E 5 ! 4 POR AND, OR F 'OP Ogg © . ©MYHRE GROUP ARCHITECTS THESE DRAWINGS ARE THE PROPERTY OF ICs A 0 MYHRE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER,EXCEPT I ■ T A , WITH THE PRIOR WRITTEN APPROVAL Y OF MYHRE GROUP ARCHITECTS. I N 4 T r <> BUILDING KEY PLAN el) 1/ 1:12 0 © KEYNOTES -1 ::�. . J ..............................„.............„..„............., .:„.::::::::::::::::::::::::::::::.],::::::::::::::::::::„,::::::,::::::::::::::::::!::::::::::::::::::::::::::::„:„ 1 lik! 1 :;:::::::::: SLOPE TO DRAIN4 0 g::: _„: .° '_>:; .i► h. A Q Ir. © O3 GUTTER SYSTEM 9 ri'l r • h 4o GSM CAP FLASHING OVER BEAM(S). BEAMS PER STRUCTURAL. I © RING RAIN CHAIN a D D 0 D2 PATIO CANOPY PLAN A2.10 1/8”= 1'-0" A B D 410 A8.10 PERMIT B1 REVIEW : ... .. N 7'r • C N - Q • • Thirsiti lion • r . , .:.: .. .. ,....................... ...........................................................„ ........................................................... .m4Enzeism.mm,:mone:: _.,_,,,_ _____ ..„„.. _ ...____ ..,_.__ ,,„,,_____„,,,_„,, _______, , ..,,,„,„ ,,,,,,,,,,,..,,,,,,,_ .. ______,. ,, . ., . . : 1111 . . _ : . ... :. .. • , ,• Q :;.........._..... :: , :: ,........ ......, ., :: , „v.v., 0 _...,....„,_ . . ,_. „„„_,,,,,:„.,, . . :: :: !7- -- '"'' .. " ':: : _________L_______- :•• :: ms's\\ 4 _ ril (E)MECHANICAL ROOM :: :: BREAK 115 ROOM 114 • • K.-------- DINING PUB AREA �� ��-� 3 � } ,!:;;;;37,-"'-',,E AREA ( ) 108 " : tiD . SCULLERY t 109 gn UNISEX STORA 113 RESTROO 117 ;1 ", 0 . 116 : a E / . 0 PANTRY 112 THIRSTY LION PUB&GRILL . 1---c).a (E)DRY — — STORAGE :,......"• 118 BAR 10145 SW WASHINGTON 110 PUB SQUARE RD. .............................................................. AREA (E)KITCHEN TIGARD, OREGON 111 1 107 • (E)WALK-IN COOLER 119 ' •B 0 . i ::-:! E D El P 41110 REP AREA -,:„:::, in 120 (E)- PIZZA r OVEN i O • a �::: DINING 0 l' c) ® AREA N .,•• .. .•--. ...•-• .../::::/' . . 106 B4 8.10 Q� 1, OFFICE N 8.10 ��� 105 I.............,.......... ... • o �T- cv MEN' 0 o RESTRO• OUTDOOR ii 11 •c �� t� `+M HOSTIESS DINING _ :.... ..: .: 101 REV DATE FILE 0 :: .7-----•.:::7 i:..: ., -I( HALL °o a WOMEN' 102 N RESTROOM •-.1 4 V 103 `:i ":o:: 4 VESTIBULE a� 100 • c I a) U ..__) .1 . • H t f------1 : 0 0 - OUTDOOR s DINING n n 121 W II II II �, Z I I I I I PM: L. KALE •-� A I _ ' I ' I I I PA: M. MCLAUGHLIN L o II � I U .:..:: DRAWN BY 0 JOB NO: 092020 L I •O DATE: 07.28.2010 xsE . fl. o_• N 7Ir / �o Q Q 18.10 1-12(7) . ...,o 410 0 i-▪-5 111 A2110 A B D NN MASTER 0 .. o FLOOR PLAN r ED , FLOOR PLAN cD IL'6) A2.10 ' 1/8"-1' 0 2 I I I I I 1 1 2 I 3 1 4 I 5 1 6 D . ■ I 0 0 FLOOR PLAN NOTES ' G • r c h l t � 700 SW Taylor Street,Suite 4 I A. PROVIDE NECESSARY STRUCTURAL BLOCKING,BACKING, FRAMING WITHIN THE t 503.235.6000 t 503.236.75C . N APPROPRIATE WALLS FOR WALL-MOUNTED FIXTURES,ACCESSORIES,FURNIISHINGS CD AND EQUIPMENT.VERIFY CONDITIONS AT EXISTING WALLS TO RECIEVE FIXTURES. 0 ADVISE ARCHITECT OF RECORD OF ANY CONDITIONS DETRIMENTAL TO INSTALLATION. N B. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE INTEGRITY IS TO BE MAINTAINED A NED Q a I I AT PENETRATIONS FOR ELECTRICAL,MECHANICAL, PLUMBING AND CONDUITS, PIPES i I AND SIMILAR SYSTEMS AND IS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF A GOVERNING CODES,AUTHORITIES OR OWNER REQUIREMENTS,WHICHEVER IS MORE RESTRICTIVE. c: JEFFREY �Lj MYHRI •C. WALL ASSEMBLIES:PROVIDE TYPE"X"GYPSUM BOARD THROUGHOUT, UNLESS NOTED 3825 19'-8 112" OTHERWISE. PROVIDE WATER RESISTANT GYPSUM BOARD TYPE"X"AT ALL ROOMS . E � / WHERE PLUMBING FIXTURES OCCUR. PROVIDE GLASS-MAT WATER-RESISTANT GYPSUM BOARD TYPE"X"AT ALL HIGH HUMIDITY AREAS. PORTLAP 7} 1 E. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER DUCTS, PIPING,f n ! CONDUIT, ETC.,THE LARGER STUD SIZE OR FURRING SHALL BE PROVIDED AND SHALL OF 0 o 1. ,� ._V �._ � EXTEND THE FULL SURFACE OF THE WALL LENGTH AND HEIGHT WHERE THE FURRING " OCCURS. Q ` •O F. APPLY VAPOR BARRIER AT INTERIOR SIDE OF ALL EXTERIOR WALLS BENEATH FINISH ,N ! - N 1 . N 5 1.. . MATERIAL,TYPICAL. ®MYHREGROUPARCHITECTS t � = DINING THESE DRAWINGS ARE THE MHRE GROUP ARCHITECTS Q �� G. VERIFY ALL FIXTURE AND APPLIANCE DIMENSIONS PRIOR TO CASEWORK TMO�SE REPRODUCED IN ANY M/ A ~,l 108 FABRICATION. FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. OF MYHRE PRIOR GROIUNPRITT I j C> H. ALL DIMENSIONS ARE TO FACE OF FINISH, UNO Allelk I ;r :10 PUB . I. PROVIDE OCCUPANT LOAD SIGNAGE PER FIRE MARSHALLS OFFICE REQUIREMENTS AT ALL ASSEMBLY SPACES AREA BUILDING KEl 4 109 J. PROVIDE ADA KNEE CLEARANCES AT ALL ACCESSIBLE BAR COUNTERS;SEE ADAAG *+14" FIGURES ON SHEET A0.60. 7,: STEP UP _- y: K. CONTRACTOR TO REPAIR OR REPLACE ALL DOORS AND/OR HARDWARE AS REQUIRED I TO ENSURE PROPER FUNCTIONING AND MEETS CURRENT CODES. • 54'.::; x,4 ;If . z D3 •TYP ' L. CONTRACTOR TO CORRDINATE HARDWARE SPECIFICATION INFO WITH OWNER rlip z M. COORDINATE WITH OWNER/PLUMBER FOR SPECIFICATION INFORMATION AND „..,, al;;-;!.: IIM---.1 ' :1 o sim a / REQUIREMENTS. )— co f N. GLASS USED IN DOORS AND GLAZING, LOCATED WITHIN A 24 INCH ARC OF THE 27=1 3/4" 91-9" ` NEAREST VERTICAL EDGE OF A DOOR AND UP TO 60 INCHES ABOVE FINISH FLOOR OR / IN AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS,SHALL BE TEMPERED OR OF AN APPROVED SAFETY GLAZING MATERIAL PER THE BUILDING CODE REQUIREMENTS. I D o N 1 gro \ �" s 2' t EGEND 4 to r //-- --/I c EXISTING CONSTRUCTION TO REMAIN • ' I = N ._�I 3 O ��� NEW FULL HEIGHT PARTITION;REFER TO DETAILS AND WALL ASSEMBLIES O { FOR ADDITIONAL INFORMATION BAR I " 110 1 � ••• E� O 4 /.:: <;<.;,> �;:.:,,'` NEW PARTIAL HEIGHT PARTITION;REFER TO DETAILS AND WALL U °' I PUB ASSEMBLIES FOR ADDITIONAL INFORMATION c'�t t AREA B4 ii..... irl -`�1► -�- —1- 107 '.10 "m �°"` 1 AREA OF EXISTING CONSTRUCTION NOT IN SCOPE .. 6C-f- 4414.44:„.441E1D N ® i � f ! tS © . N 7.10 cr3-3,,,,,,, 1 4... c4 _i f.,,,, cf, 1 PERMIT I \ L \ NOT F :•,,,,,,,.„....,:.::::::...,,,,.-.-:„:,,,,-„;..e.: CONSTR I , —\-- 1 A I ... .... D4 ' N.S i; .1a c3 t CI 60.10 I © j ..r. TYP O I C Y 1 in ?' Ei D3 N E. ... ,.DINING AREA 9 thin* r :��� l'-1011 TYP - - KEY �t - KEYNOTES I \ O O E S 106 - t :...v. • r:::::.ti:.:.., „.---:::::..-.::::2{4,--„:i???:::i::•::i::+:.i::::is.iii?:::::i.....• IT 1 BU L IN BOOTHS;OO HS• E S EDETAI A DETAIL A11. N - O t 2/ 50 1 t f .:...........CON.:.:.......... .: . f w N 57 -v 3/4” w / I ti 30 6-5 3/4 - 8 5314 - I 2 BUILT-IN IN BAN ET E BANQUET SEATING;SEE DETAIL O S L A2/A11 /50 0 .1 F t . . . :`:: >`'- "':': NEW 3 SHAFT FOR BAR..... .. ........... 0. . O A EQUIPMENT;COORDINATE WITH NECESSARY WN O ER N X O E ACT L ATI N OC &R O E IR U EMENT Q S U - - FUR EXISTING C LUMN .4. , . . , . , _ COLUMNS 1 07 `ti4 A .......... :': •tii::':::J;.T?:ti+ �::`::!�..'r:::::i:�::fti�?;: •:i^:'�::�..::::SiY.: yyQQpp!!..... . ... .. . . . , ..., ...,:.• ‘,..,...,,..,...,.....„,.. , •..., - NEW ST. . . OREFRONT 5 E S QREFR NT„ , ...„. , .. O SYSTEM. Aft ani z .10 .10 O S EM TO MATCH EXISTING . ... . ... •.. „ .....,....,..e...,„ ,.,.,. ........,...,. .. ....„....._:, .., .... - . — — . .. .,...--... ...: ....,..... ........ .... ........ .SIM ::::;.:::_:.:'.:..:::::::.:..::.._::::...:.::.<...:.>:.:;:•?:...::;:;:.::::.::.:::-:>;??:: :.:::.::,.:::.>'.::;:::;::>.::::..:.:::...::..:.:::...::::::,:::: 6 ALL EQUIPMENT AND LAYOUT REQUIREMENTS WITH aC .10 - - O OUTDOOR AND KITCHEN/BAR CONSULTANT PRIOR- O TO .1 A DINING ti t INSTAL T SM ION E3 TYP 1 122 I ' • :.10 - O 7 NEW BENC ITH CONCRETE CAP <>o O THIRSTY LION Pi WAIT: Fi _ HOST .” 8�, NEW PARTIAL HEIG' WALL WITH CONCRETE CAP,MATCH 1 : _t._s1 m--�ALtGV SIM 7,10 9��: r 10145 SW WASF 4..,.. 10 NEW EXTERIOR SCREEN PARTITIONS;TYP O SQUARE 1 I ..� TIGARD,OR L •� 4 11 NEW BUILT-IN BENCH c@ 18"AFF. I 1 j `� 0 EXISTING COLUMN WITH NEW FINISHES;SEE DETAILS ON B aummari E k I SHEET A7.10 VESTIBULE to .... Fa in sommoomm No 100 Iii r N € 13 NEW FIRE PIT BY OTHERS `✓ 10-8 1 OUTDOOR /'� I 43, NEW ELEVATED PLATFORM;SEE DETAIL C4/A11.50 jtj DINING `++�� 121 O 1 EXISTING WINDOW COVERINGS TO REMAIN t J' Q � � �� 1 11....' 4'-2114" 2'-6" 1 16 EiOEEE:i::::::G TO MATCH EXISTING7.10 8 R CONSTRUCTION 19 HANDRAIL;SEE DETAIL A5/G0.10 V' 0 �`.. .., .. —.. �'�'' ALIGN • t N .� € SIM REV DATE O p l I W e Z 111 or -N e 'r •TYP u W .TYP W 2 X � I t 5 E C) , I , 1 i ,,.�,,,"„".,,.� 11 ,�. 11 , Tip .. vTYP . -!....._.............�.._..-... ..... ..._. I ►w _ �. � -1 ... 1 4:1( L .. I ..—. l 6'-8" 6'-8" 3'-8 3/4" E; II\r \r 1 ' , 1'-0" 1'-0N PM: L. KALE A -V 111 I PA: M. MCL �°a T►" TYP DRAWN BY: = csi I D3 JOB NO: 092020 Izir JD E DATE: 06.18.2 = a H 0 0 . D TENANT c�ao� ►.TIox Al FLOOR PLAN - SOUTH FLOOR I oc,_ ,..,,,,). A2.12 1/4"=1'-0" SOU1 u)o 1 I 1 1 2 I 3 I 4 I 5 I 6 MYHRE • GROUP FLOOR PLAN NOTES architects AB 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 A. PROVIDE NECESSARY STRUCTURAL BLOCKING, BACKING, FRAMING WITHIN THE t503.236.6000 f 503.236.7500 t,Suit www.myhregon 972 m I APPROPRIATE WALLS FOR WALL-MOUNTED FIXTURES,ACCESSORIES, FURNIISHINGS \ N AND EQUIPMENT.VERIFY CONDITIONS AT EXISTING WALLS TO RECIEVE FIXTURES. T'Ill r ADVISE ARCHITECT OF RECORD OF ANY CONDITIONS DETRIMENTAL TO INSTALLATION. . • I N N B. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE INTEGRITY IS TO BE MAINTAINED I I AT PENETRATIONS FOR ELECTRICAL, MECHANICAL, PLUMBING AND CONDUITS, PIPES 4F D Q b < AND SIMILAR SYSTEMS AND IS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF C .....\/\._......_.....,..._..1...........„._...... I GOVERNING CODES,AUTHORITIES OR OWNER REQUIREMENTS,WHICHEVER IS MORE �j� ,�'' RESTRICTIVE. C I� FF' Y R. '�,� C. WALL ASSEMBLIES: PROVIDE TYPE"X"GYPSUM BOARD THROUGHOUT, UNLESS NOTED ►-� OTHERWISE. PROVIDE WATER RESISTANT GYPSUM BOARD TYPE"X"AT ALL ROOMS r E WHERE PLUMBING FIXTURES OCCUR. PROVIDE GLASS-MAT WATER-RESISTANT PO AND,OR • GYPSUM BOARD TYPE"X"AT ALL HIGH HUMIDITY AREAS. 0 , 1 �' Q E. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER DUCTS, PIPING, �1 CONDUIT, ETC.,THE LARGER STUD SIZE OR FURRING SHALL BE PROVIDED AND SHALL OF 006 EXTEND THE FULL SURFACE OF THE WALL LENGTH AND HEIGHT WHERE THE FURRING OCCURS. F BARRIER AT INTERIOR SIDE OF ALL EXTERIOR WALLS BENEATH FINISH ;.; MATERIAL,TYPICAL..I ©MYHRE GROUP ARCHITECTS•E MECHANICAL BREAK THESE DRAWINGS ARE THE PROPERTY OF ROOM ROOM MYHRE GROUP ARCHITECTS AND ARE NOT (113A G. VERIFY ALL FIXTURE AND APPLIANCE DIMENSIONS PRIOR TO CASEWORK TO BE REPRODUCED IN ANY MANNER,EXCEPT 11 5 114 \::::. WITH THE PRIOR WRITTEN APPROVAL FABRICATION. FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. OF MYHRE GROUP ARCHITECTS. \ H. ALL DIMENSIONS ARE TO FACE OF FINISH, UNO ' - -:- -i.- - - -:'- -"- -� I. PROVIDE OCCUPANT LOAD SIGNAGE PER FIRE MARSHALLS OFFICE REQUIREMENTS AT -(E) ALL ASSEMBLY SPACES BUILDING KEY PLAN ED _ -- : .. - - .SCULLERY : � t - 113 �. I J. PROVIDE ADA KNEE CLEARANCES AT ALL ACCESSIBLE B R / � O C C S A COUNTERS;SEE ADAAG I . I - / —I— — FIGURES ON SHEET G0.60. I <>. <>/ 1 I I ..........._ ... .... K. CONTRACTOR TO REPAIR OR REPLACE ALL DOORS AND/OR HARDWARE AS REQUIRED • i E S /O S U :: :' :' r is E �ITR ACM TO ENSURE PROPER FUNCTIONING. R • S d0 STO GE A4 RA lual,.-,.:::,,,,...:::::„.,:....,..,,-.,:„..:::-.....„,..,:-..:.:::::::,:„-....,-.,,-...,:-:,-,.::-.:„-„:,.,....„.,,,.....,,,-,. ..,,,,,i,....i :::< 1 • 'tf 1'17 1 5 0 \ ."' L CONTRACTOR T AT : r- , _ RRD N E HARDWARE SPECIFICATION F T WNER _I_ J TO CORRDINATE INFO WITH O 1 •s i" :'.'> ;:;, 1136;" . . } M. RDINATE WITH OWNER PLUMBER FOR SPECIFICATION I 0 _ i L� COO O / U O INFORMATION AND REQUIREMENTS — T — ;I 1. ' 1..:::...............:. U 1 Ill ' N. I, :` IN DOORS AND GLAZING, LOCATED WITHIN A 24 INCH ARC OF THE 120 GLASS USED I E NEAREST VERTICAL EDGE OF A DOOR AND UP TO 60 INCHES ABOVE FINISH FLOOR OR fi L I . , '� NS, SHALL BE PANTRY / TEMPERED OR OF AN APPROVED SAFETY GLAZING MATERIAL PER THE BUILDING CODE 40' :'112 REQUIREMENTS. L _:' _ - J:; D 2 1 LEGEND 11.8 • E. DRY: :) EXISTING CONSTRUCTION TO REMAIN ' STORAGE NEW FULL HEIGHT PARTITION-, REFER TO DETAILS AND WALL ASSEMBLIES FOR ADDITIONAL INFORMATION EIMBEIMEIIMOI NEW PARTIAL HEIGHT PARTITION- REFER TO DETAILS AND WALL ASSEMBLIES FOR ADDITIONAL INFORMATION :.. .. KITCHEN. AREA OF EXISTING CONSTRUCTION NOT IN SCOPE Hitt 1 ' \--".. . / 1;: (E)WALK-IN • 119 COOLER 1.19 O 2 PERMIT : ... REVIEW 0 . . .. „... . PREP AREA i. '120 1 C 1 2 E O PIZZA'` OVEN .. ..:-", . . ., .:.,.. . ../: i .....- - .." - . <> . ..„ .„ [....................... :: - :::,, .,...„ „ ,,., . :. ..., E "...,.,_h„ .1 .71, . 11. 1,....,1:711._„- YNOTES ,1,• . �......._ ___ ___. p / , ,9, : , 4 \ ) a EXISTING CONDITIONS TO REMAIN U.O.N. %- f �' ii VERIFY ALL EQUIPMENT&LAYOUT REQUIREMENTS WITH 'f}%'F .. i 0- Q OWNER AND KITCHEN/BAR CONSULTANT PRIOR TO f=f, ; ' , r — - -�- -I INSTALLATION I * &grill ) N _ I--. OFFICE L -_ I 105 AO '• t, MEN'S RESTROOMI WOMEN'S 104 I .I ��((� ESTROOM I I 1 �`-i."/ 103 ,.. 1 li I THIRSTY LION PUB&GRILL - 0 / A8.10 I I- — — 7 I A / 4'-0 1/2" / , \ I I HALL ALIGN \ I I 102 10145 SW WASHINGTON �" / SQUARE RD. TIGARD, OREGON t 4 0 1. i,.. , ::, : B r _ _ _ ,i,,, -v 1.__ it z Al , 5.10 Ur N Q' I I O N O N O O (n H W W REV DATE FILE co R.- o co N O Z CD mow No (1)11111.111 II N PM: L. KALE cc co PA: M. MCLAUGHLIN § A T. a ( I DRAWN BY: 0 o ' N JOB NO: 092020 O \ ' DATE: 07.28.2010 *6 E • • N.N. N O N , J , >,O "Ps ▪N A2 . 11 ~ = A B oco N O 0,0 - FLOOR PLAN Al FLOOR PLAN NORTH ED °o A2.11 1/4"=1'-0" NORTH c� c/)0 I I I I I 1 1 2 I 3 I 4 I 5 I 6 4 I e FLOOR PLAN NOTES a • G R O U P a r c h i t e c t s D 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 A. PROVIDE NECESSARY STRUCTURAL BLOCKING, BACKING, FRAMING WITHIN THE t503.236.6000 f503.236.7500 www.myhregroup.com APPROPRIATE WALLS FOR WALL-MOUNTED FIXTURES,ACCESSORIES, FURNIISHINGS 'V' N AND EQUIPMENT.VERIFY CONDITIONS AT EXISTING WALLS TO RECIEVE FIXTURES. O co ADVISE ARCHITECT OF RECORD OF ANY CONDITIONS DETRIMENTAL TO INSTALLATION. • • N N B. STRUCTURAL, FIRE RESISTIVE AND SOUND RESISTIVE INTEGRITY IS TO BE MAINTAINED < I I I AT PENETRATIONS FOR ELECTRICAL, MECHANICAL, PLUMBING AND CONDUITS, PIPES �p�a D Q jj < AND SIMILAR SYSTEMS AND IS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF CL . I GOVERNING CODES,AUTHORITIES OR OWNER REQUIREMENTS,WHICHEVER IS MORE . RESTRICTIVE. �~ J ' ' R. I Y •C. WALL ASSEMBLIES: PROVIDE TYPE"X"GYPSUM BOARD THROUGHOUT, UNLESS NOTED tZ; \ , , ►�-3 19'-8 1/2" OTHERWISE. PROVIDE WATER RESISTANT GYPSUM BOARD TYPE"X"AT ALL ROOMS 't • WHERE PLUMBING FIXTURES OCCUR. PROVIDE GLASS-MAT WATER-RESISTANT E GYPSUM BOARD TYPE"X"AT ALL HIGH HUMIDITY AREAS. POR I 'ND, OR� E. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER DUCTS, PIPING, Cs› - ..: 0 CONDUIT, ETC.,THE LARGER STUD SIZE OR FURRING SHALL BE PROVIDED AND SHALL n z """ EXTEND THE FULL SURFACE OF THE WALL LENGTH AND HEIGHT WHERE THE FURRING o - — - — _ O_ i i < I F. APPLY VAPOR BARRIER AT INTERIOR SIDE OF ALL EXTERIOR WALLS BENEATH FINISH I N 2 N MATERIAL,TYPICAL. ©MYHRE GROUP ARCHITECTS •- ED THESE DRAWINGS ARE THE PROPERTY OF DINING MYHRE GROUP ARCHITECTS AND ARE NOT N AREA G. VERIFY ALL FIXTURE AND APPLIANCE DIMENSIONS PRIOR TO CASEWORK TO BE REPRODUCED IN ANY MANNER,EXCEPT N Q C .<-..? 108 FABRICATION. FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. OFT" MYHRE PRIOGROUPINARCHITRECTS. ` H. ALL DIMENSIONS ARE TO FACE OF FINISH, UNO 43:; A4 I. PROVIDE OCCUPANT LOAD SIGNAGE PER FIRE MARSHALLS OFFICE REQUIREMENTS AT A 8.10 PUB 19 ALL ASSEMBLY SPACES BUILDING KEY PLAN e) ``) AREA 109 J. PROVIDE ADA KNEE CLEARANCES AT ALL ACCESSIBLE BAR COUNTERS; SEE ADAAG *4-14" FIGURES ON SHEET A0.60. I STEP UP ------_:::>::::;:::: ;: K. NTRA T R T CO TO REPAIR C O E AIR OR REPLACE ALL DOORS AND/OR HARDWARE /O AS REQUIRED Q IRED TO ENSURE PROPER FUNCTIONING AND MEETS CURRENT CODES. 7.:„..7.:%.„.„::: <:;<:: ......::.7 I N i. I I co z C6 N<>. L. CONTRACTOR TO CORRDINATE HARDWARE SPECIFICATION INFO WITH OWNER D3 •TYP C '11.51 `� Q 8'10 SIM M. COORDINATE WITH OWNER/PLUMBER FOR SPECIFICATION INFORMATION AND REQUIREMENTS. IIII �> J N. GLASS USED IN DOORS AND GLAZI co NG, LO CATED WITHIN A 24 INCH ARC OF THE I -----....k i `� � NEAREST VERTICAL EDGE OF A DOOR AND UP TO 60 INCHES ABOVE FINISH FLOOR OR 27'-1 3/4" 9'-9" IN AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS, SHALL BE / TEMPERED OR OF AN APPROVED SAFETY GLAZING MATERIAL PER THE BUILDING CODE C REQUIREMENTS. D 1 :7, I 2ao LEGEND I _ ( � 50 / 13-2 M 5'- / I I U) I__ __ _ _ _ __ A EXISTING CONSTRUCTION TO REMAIN lC I \ I N NEW FULL HEIGHT PARTITION; REFER TO DETAILS AND WALL ASSEMBLIES L — — 3 O2 FOR ADDITIONAL INFORMATION N BAR N 110 _ NEW PARTIAL HEIGHT PARTITION; REFER TO DETAILS AND WALL Icc O6 �u_.'..... ASSEMBLIES FOR ADDITIONAL INFORMATION 'En ( PUB U AREA B4 N � \ 107 A8.10 IZ:1 \ AREA OF EXISTING CONSTRUCTION NOT IN SCOPE Aletth tV N X7.10 © M '0 CM I C'7 PERMIT : REVIEW j !, 7 (It) d. — ♦ © 8.1 r G0.10 el 0 TYP ■ — � O 1 I C o D3 N N h 1 El A- 8.10 c? KEYNOTES f, , f DINING �� 9 f �,{f AREA 1-10 TYP �-�! ��' I \ 106 - 0 S 10 BUILT-IN BOOTHS; SEE DETAIL A2/A11.50 � f f �Y�F N 5'-7" 30'-0" 6'-5 3/4" 8'-5 3/4" ° / 2 BUILT-IN BANQUET SEATING;SEE DETAIL A2/A11/50 r ' to / / / / \ 11 � ; Q3 NEW SHAFT FOR BAR EQUIPMENT; COORDINATE WITH ;. 1 - OWNER ON EXACT LOCATION&REQUIREMENTS rfab &grill OFUR EXISTING COLUMNS 107 A C4 �_ 4:::' NEW STOREFRONT SYSTEM TO MATCH EXISTING Z 8.10 '8.10 C7 C4 SIM <.> VERIFY ALL EQUIPMENT AND LAYOUT REQUIREMENTS WITH = Q 8.10 OUTDOOR OWNER AND KITCHEN/BAR CONSULTANT PRIOR TO A8.10 N ' 16 DINING INSTALLATION Mai SIM .-y TYP O 122 O7 NEW BENCH WITH CONCRETE CAP THIRSTY LION PUB&GRILL 0 8.10 ,.:::'....,\/. ...:-.... ., ..,,, 1 '#iJFP T �. ,� ` O NEW PARTIAL HEIGHT WALL WITH CONCRETE CAP, MATCH /I OP I ,710 9 EXISTING PARTIAL HEIGHT WALL WITH NEW CONCRETE CAP I O —ALIGN- SIM I 10145 SW WASHINGTON ■ _ L. ../ 10 NEW EXTERIOR SCREEN PARTITIONS;TYP TIGARD,OREGON 4 11 NEW BUILT-IN BENCH @ 18"AFF. I 18 0 EXISTING COLUMN WITH NEW FINISHES; SEE DETAILS ON li n SHEET A7.10 B VESTIBULE CO FIN mu .......... us 100 " 13 NEW FIRE PIT BY OTHERS �...� 10 8 a OUTDOOR 14 NEW ELEVATED PLATFORM; SEE DETAIL C4/A11.50 = DINING 9 D Q 121 . EXISTING WINDOW COVERINGS TO REMAIN 13 O O '' 16 NEW STOREFRONT DOOR TO MATCH EXISTING CO I 1,.. J. 4'-2 1/4" 2._6" 31-4 3/4" , N N ,�'• — — o r7.............................. 11 Q NEW DOORS; SEE SHEET A7.10 Q i ♦ 1 0 C4 Allitil,9 1/2 18 MATCH EXISTING EXTERIOR CONSTRUCTION N I - 0 1 A _ CO O I N T rn TYP I N I HANDRAIL' SEE DETAIL A5/G0.10 0 19 , 1 �, O w `` �I `'�'' ALIGN r' . w ,-.-.; , _ _ N REV DATE FILE SIM ti A3 c� 7 , co O N O 11.2 O ....,1,� IIIII D - © <.> 9 O 9 1 $O O TYP i•'...f.i..?" TYP .ice :;r;<:�.. : / _ .::.iri. �j r.f ii r:.. It!:U r:?i:,::: :.:::.,:.;i;:>;:.: 11.2 ::::::: TYP ICE :.............................„..............:: 2 I 6'-8" 6'-8" 3'-8 3/4" N / / •1 \1 /I o PM: L. KALE 11-0" 1,_0.. PA: M. MCLAUGHLIN 3 A A3 T '11.2 o DRAWN BY: o TYP o .4- N 1 D3 JOB NO: 092020 0 Co Q 1 i 7.10 DATE: 07.28.2010 th O < Ia • N J ' y,0 ++T 4 I 0 o0 D N FLOOR PLAN SOUTH Al FLOOR PLAN - SOUTH ED o a. �, A212 1/4"=I-0" -1-0 coo I I I I I 1 2 3 4 5 6 0 INTERIOR FINISH NOTES . G 11 0 ✓1 � C It ( t l D 700 SW Taylor street,Suite 4 t 503.236.6000 1 503.236.75C I A. INSTALL ALL FINISHES PER MANUFACTURER'S INSTRUCTIONS. �"""' N B. PREPARE ALL FLOOR AND WALL SURFACES FOR NEW FINISHES. PROVIDE FLOOR ■ LEVELING, PER ARCHITECT PREAPPROVED METHOD AND MATERIALS,AS REQUIRED TO et) M INSURE PROPER INSTALLATION OF PRODUCT(S). < ( ( D < C. ALL FLOORING MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS A I SEPARATING ROOMS UNLESS NOTED OTHERWISE. <t) mac'? D. FINISHES IN ACCESSORY SPACES TO MATCH ADJACENT SPACES, UNLESS NOTED ' JEFFREY OTHERWISE. MYHRI 3825 E E. PAINT EXISTING WOOD TRIM P-05; UNLESS OTHERWISE NOTED. • PORTLAI` 1 F. PAINT ALL WALLS P-01 THROUGHOUT UNLESS OTHERWISE NOTED. <r� ` d '} F....—.. aill G. ALL BOOTH AND BANQUET SEATING TO BE WD-02;BY OTHERS OF 0 H. LEGEND AND SCHEDULE ON SHEET A3.11 FOR FINISH SPECIFICATIONS II 11 •..4411111111111bM4“. , • ill I �. I. & 4 t ; 0...p... *:.... ... SEE FINISH L TIONS AND • s s E£ ; } } w .,•-0.. ,_..��.,._. �,w � s _w. o. LOCATIONS I ' 1--------LL-h PARCHIT TS 1,.' n,....-., ...nO......P.... n�.n.. .,••.,•A•.••,P THESE THE MYHRE GROUP EC ;:::: ; } t .t �•••4•••q••• � +.:•4••• 3...0...0... MYHRE GRDUPARCHITECTS t a.. TO BE REPRODUCED IN ANY Mr — r, { } "'4' WITH THE PRIOR WRITT f! � ; �0 i �. •, p OF MYHRE GROUP i � f PUB .... } ¢....... t...# I •ii�•� BUILDING KEl — 109. Y.... Ii 1..1.- J• ...1.1 I ,—....i f{{Ztt } LEGEND i ( I .f.:-.... ft- i a litit pit 1 :::-Aoi.,,,, 4.. ... ....... .... ...a,, a•, .„ .. a ..r 0 }WALK-0FF - 1 v , VINYL PLANK � r :,:} �.._ � MAT C3 ./4 .40‘,,,...1 .: . *44. Ili( • . t 4 ( PT CARPET • at . . . . ,,,, .. ....„... , .. . /It , »..:.a...a:..,.,.::::..,:,.,,....,.,....».:. ::.,......a..,..», »»,,,,,,_...a,a,.,.a...:.a.:.,».....:. ..............,. ,... _ –0 j NEW CONCRETE C Oi) ET (CON 1 E CO i +4 T_ V. •- • Q • , aa,. ...,»„ .a..........a».........:.................:....:. .:....:.............«,..._.._.._,_.___,_..,a,_,,,,,,,..,_..a-.a.„.,_,a..,.,a-.:.,a,,,,...:::...,....,,..,,.,:...:.:-:::,.-,•,•.•:,.v:,,a,..a.,v.,,.........-.�.--.....:.,..:...,.,»,...,v,.,,.,•„a»..,,,.,»„..,,.,..,,..,,,.,.....v:.,...:,,...,,,:..,,»»».-...,».,.,,....,,.,.,.,..,.,,a. • D M n • n v (T-01) 13"X13"TILE (E)CONCRETE V. [ _ I--- T' v „ , ' E EXI TIN FLOORING - ...--- ../// 1 rip.--N 7.. . S G LOO G . v• • - LEARAi''''''''''': * - .'". C • " - -- .!FLJNi 3'::::'"::'''' '''''';'''''''''''' .1''''!•-•:3-1'::fr:!"..'"":--..':;. T O REMAI • V 'ci . --LOQA.,:,,.:TA:ONI.S.: :-::::i. I 11 Cr- nr' I • °• • ° . • • °- • ▪ • - i'• v ._ • v-. .. v .. . v . . v. N 1 'fit` L____ . . . Q y . i. V BAR. . . . . :....,..... 110 O .„,,:aa.,...:.,a aaaaa,. .:aa: ....»...a:..:.,»...::..,,..:.....a..a.,.a.:a », :.........................::.......:,»,,.,,.,,,,..,,,.,,,..,a.,,.,.,,»,:,..,.,..._.,_.:...:..:..,.:,,.,_.........,..,._,,...... v RF-01 • • I 1 .V 0.I. . .: . 0 • o d _..,• o AREA • 107 KEYNOTES• I 1 N aL . • • • v. • v:».::..:.,.,..,..:aa:a............... LOCATIONS WITH 1 COORDINATE FRP&STAINLESS STEEL LOC »,_..:»..:..a...,,....,,,......,.,,.::.:.....:...::.......:.....,.,.:... ,a...,,:.,...,....:...,,...,.a.,,»...a,.,,,..,,»,..,...,,.. ,»,,,..,..,,............,,..,,...,a,....:,.,,.a...::.....,......_,:_..n._....,,,....,....:.:..:....,.,...:.....,_a_.:...:.....::.::::...:,:::.:..... OWNER AND KITCHEN!BAR CONSULTANT PERMIT 2 SEE ELEVATION E3/A8.10 LOCATIONS• • V• • v •• .. »».:.:,:a„:.,:....,a::::...........:.:.:,.:.,»,,.:,...,». :,..,.....»..,..:.,:,....,.»,.....,::...., „ FOR WOOD I.,.»,a»„». , ;,,, ,,,,,,,,,,,,,, ,,. ,,,,a: .: ,, ..,,,,,,,.»,,,,,,::,,,..,. , :,,, :,,. a»,,,»,,,,...»»„.,,,»,,,.,»,:»,.a,»,».,.,a,.,. :,a,,..aa,.,:..,,..».,..a.,,,....,»»,..»...a.,.,..,.,.,....»»,:• .»,,.,.,».....»..„a...:.,,,a._..,..,.,a.:.,...,a.,,......,., ,.,,,,,,»,,,,,,-,,,,,,,.,,,,,,,,».a,,,,,.,:.,,,_..,,,»,a.- :»,,,,,,•,,»,.,,.a.... .,, ,,,.,,,,a,:, . NOT F I ._.: ..,., .: _� ._. 3O ALL CEILINGS TO BE PAINTED P-02, U.O.N. CON TR • .. 0 0 v • - .v • • • •- V ' .. N •• . .•. . • • ., 41) -=•- i C , . . . . .....„, - v v . . ... v --v. y . . • v . . . s _. ..,..,. .. 1 x •v .„. - • . - . . . . . . • . . . , „.. . ,,. ... ,,,,.....„,,,,,„,...,„... .......„ „...„.„„.. „........ .„. .„.., • C • . ] - . 7 • • • 7 7.. •• (7.• 7. • .•.. 0 d' ••:.nom.: • _ y fYi t. -. ,1, I �y : ,»,» . . ....,_.,,,,.,..a...............:..a.,.......».»:a,.,a,,,. ..:,.,.a, »,„».,,,....,., , , .,:a ,,,as ,,. ,a, »,,,, .. . , .:.,:».,........ ,„:,., ... .a,:a.,..:.,,..,,...a..»,.,., • O •Vv. �7 -�7 0 •O V irith134:5 • w..: ° ° DINING } , I • „ . • . ,».,.-,:,...................:».._..,....... ..,.:,:»,a.•.,,,,,.,a....,.AREA....,.,......:......,.- »,,....,.»,,. ..:a::.... - , . . .., , „ „ „.„„ . , - - - ,,,,,,„ . ... .. ..„...,,,,,,, 1 Ofi r • • • �7 v �7 V D t7 . #•r • a ” ,' . V Q Q . . Q . .• 3,'✓�,`r:M1^:n' , f+�9'3:i%X�?'w'�n�y,::::i>'?csSi'v:.:,c..�:/ .. _ ° � _ .6. 2 RF-07 CON-01 PO - 1 Q • p Q p •Q p . 1 - - - v i i#: N. •. . N N ,' QOUTDOOR i•RF-0.01 DINING . ..... .c� ....,,. ,,,,... ..,,, ., ...»,.,.»».._...:,,....,...:.::.,,a.,......,n......:.....:.....a,:..a..,..,.:.....»....,..,.a..,,. ,.�...a..»..»...,...-.,..,». ..,,,:..,,.:,, :.,,.,.. ,...,.,,.,,a .a,,,,,a.,,a».....,.....,.,,.•..,,....,..,..,. - 122 ilyAlTINC/ • .. F ' o �/ ▪ O I Iv �7 o O v o 1pr HOSTESS `'—' THIRSTY LION Pt .... 0 . ,..„,::.,,:::... ,„,„:„....., tS ..q...q..• 2 101 ;......� ...;...;.... € ...;...a... 4.. ............n.:......:..........,,...,..... .......... .... ..... ... ...d...8 .»„ ..0...4••.4 t W 4 ....... I i jjjjfyC” I •...y ,},......y...l F ~` p'...t•... ..j..i• t.... �... I. d ( ..:a:. ....:........., .,..a..,,.,,........,...,,.,.:.....,,,.,. ...a,:..,., s �, • , s S jj ..---.-{ •••t.... •• i t 7 i b...b......y�..............f... i ......4...4 -41 4...l.„,„÷t...7,--I-1 -4-4:1:71-1 y . ▪ ,• Id b...y...? .,..... 4.. ~.... ...+.._..,.. 4...4... -f.. 1••• s ., ..... .. - ♦ - - - - _ ' • -.w.r�. .-..,..w.-.sM. .. # .2,. ._.... ,... ....4 �- a 1 p...0.. YN• 3 t • ; i...,..., f ; ••�F•� 3 : Qi a t � ..V,. � I .....,__.,...., � �..._.....� � .,,........:. ... . ..... ... ,_.,. o`� _ _ _ _ _ ,_r 101 4 -��., m. ; L—Ji j � £ : a ,, , ,► V 0 V 0 0 V V V V 10145 SW WASI I �_ .» L.,..,.....,,...4-4 i .. .. .w. _;. 2_�- ��� Via. : SQUARE I ,.V �( wa„-,a•...C...•+4•..f••,...y.•n`.."•.n'^^;'^. : > •�•+..•.� 4,.,. dw..G•�„p,...,�..,a,,.,.....,,,- • w,.........w 4....pwg.....n..•..........».,............• 'a'''A - 4/1,1 " t � TIGARD,OR `• Q Q Q Q i, ,i. „ Nakillp .v.. . . - - • —01. s->”" ' s' ••• iiiiiiiiiiiiiiiiiiiiiiiiiiil •r vr‘r.A1114 -- 0 ,,,,,' ,,,,': ,„, sly .AIL. • •Iv++ irjl* -' ,---/ ,k ss �. �F ,• ,.`° 3 a . Q D a D Q Q ' • Q • • ' 4 ,= Q . N �? D a N•' .:>(\ 4 ' '/ ''''''' ''''C'''' l'S / ' il V' * • -V - •. V ,,, y - . . v • - ... . . • , . . ' • • •V • • V • :. _... .,,,,:,, i„ §I. . . . .. . ,„, •7 • i: ---7. -. 4., .v .- . B igh,,, No NNIN■I Ns ril • \ r' '''''''''' . kw- s •":\ 41111114°111411PVAL • v a � ' N � . ' Q " C7 .' a � . a " � .' a " 17 . �� p •• a • • • v . Q •. p. . �. p a v a p Q p•.. ' >""''' 0 v V V 0 0 Q 0 Q • 0 V V 0 0 V Q 0 0 V_ .: •• "° y'.• wz. Q Q Q • Q' . Q Q Q Q Q Q Q ' . Q . , _ Q 0 w V . o V V o 0 D. o © O▪ . o © Q . o • �/ D . o V v . . Y D . o V O . o v _. 0. . • • v 0 • o . D . o v . z• - •OUTDOOR- . .••v, Q Q P Q Q E?ININGQ N Q Q Q Q -- . • a • - ,Eli • � . � . 121. � _ � 7 • � . � . � . � . � . i•. © © 0 . 0 • •• 0 0 0 © 0 0 V. V 0 uQi •• •I Q . ► N a . . Q• a D Q • D Q . a p a . . D .. D • . .'. V - ' _N• ._ w.� I n © 0 0 V Q • • V . • •0 0 • V Q 0 0 • • V 0 • 0 • t7 0 © •. V • 0 0 0 V• d. cy ° ° ° ° a. i REV DATE•"' W a � _ a � • a � • a � _ a a N p a P : a p N r . a V . N • a p• 1 01 z I �l V �7 D Q • �1 V ▪ V D V v V V v V . Q v V• •1 a �I ' �' N N Q ' Q ' D ' � Q . �l . • V '• .N ' • ••. . ' . a • • . N N • W - - • - • - ' - - - • - • V - • - - - • V ' 1!" • • ' • • - • - - V 0 2 ° • ° D co • • •a Q a a a a a a a D r? Q a 17 N•r 2: U < ..... . _ ............ . „............. ..._, „......_....„„.....................„.„........„,.....,..„. 1 'yz. w WI Es T �.t. O I� c� - PM: L. KALE c r ii HEW: ":Iii'{:>:it't::::vu:it::�......... • v.ii:iii i�:t{:::v:i<'?��?'�::i j;:i$ii i::. 3 • A ........ .... :.......:::. * I I PA: M.MCL•...... .......................... ( C : �:i:4}:•:}:•?'?iii i:<:▪}Jii iii%ii�iiii%:i%iii:'{'•i::iiii:+viiii?; C `%v;j:t tiiiiv''i�;:;:::::::��:::;:{%:;.'::i`%:::%>:tii:::::�:�:ii:J:ti?:::.:?iliiii::%:< pCC(▪ AAp::::: i1::';:?j,%}::i:? �,.{:.i:::i:?-:::i:::z:::\:i.::•:i::.v:}•} iii:::.}'.,v;:}v}:::'ii::}:i::::::::i::::ti:::::' iii:{�`i;{:::ii:{{vi�;:;;:;ri;:i:' iiii i;i: CD o ÔONCRETE„ ,. : . ::; DRAWN BY:''''',:-:;:Nzi;:AND::::::::mg:;::',-Iiit I I B —• — ' ' 0------- Jo NO: 2 0200 9 i}yrt- I od E - DATE: 06.18.2 �/ : a 1 Q INTENTIONAL Q O N N ����.� 2�ii>`?ii .��; s c A3 : t ED 0 ti D • N*- :::i>;a<;:::i::i::i:::r::=;�•iii z>;-:.._::>:>:>'{;:::i.;.:i•;:•>'.>»•}.>:-•.i:.i:.:{:i::i:.>}:::.>:.:;: O N 'O m FINIS o - - FINISH FLOOR PLAN .:}..;,: -:: ::• :::_..:i:.:...,_.':..::::. :.}i •N SOUTH 111\11111 .. oliiiii,... TENANT C�00 TION 0 a.. IMF lir=l'-ow FLOOR I �o 0 I soui I 1 I 2 I 3 I 4 I 5 I 6 , rchiec A B 41 CODE DESCRIPTION LEGEND REMARKS CODE y ts STAIN DESCRIPTION REMARKS INTERIOR FINISH NOTES to aH t GROUP 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 CARPET t 503.236.6000 f 503.236.7500 www.myhregroup.com I ST-01 Manufacturer:TBD Exterior Oil Finish A. INSTALL ALL FINISHES PER MANUFACTURERS INSTRUCTIONS. CPT-01 Broadloom J&J Invision Product:TBD VIIII csi Manufacturer: J&J Invision Contact: Jessie Woods Finish:TBD B. PREPARE ALL FLOOR AND WALL SURFACES FOR NEW FINISHES. PROVIDE FLOOR VII ‘' Style:Windfall (503)730-1378 ST-02 Manufacturer:TBD Exterior Oil Finish LEVELING, PER ARCHITECT PREAPPROVED METHOD AND MATERIALS,AS REQUIRED TO V)• • Color: 1409 Gravy Train Product:TBD INSURE PROPER INSTALLATION OF PRODUCT(S). (Vi) Backing:TitanBac Plus Moisture Barrier Finish:TBD \ < < 1 CONCRETE Installation: Per Mfr. Recommendations TILE C. ALL FLOORING MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS V 10 SEPARATING ROOMS UNLESS NOTED OTHERWISE. `S' ) , V (.... T-01 Manufacturer DalTile DalTile 1 ,P i i-- ....J J ' ' ' CON-01 TBD-Stained Concrete Exterior Patio Rif E Color: Charcoal #52 Tabacco Brown Exterior Patio Product: Concrete Connections Color:CN94 Eastside Brown Size: 13"x 13" Field Tile Grout:Custom Building Products- Contact: Hilary Noah (541)513-5843 D. FINISHES IN ACCESSORY SPACES TO MATCH ADJACENT SPACES, UNLESS NOTED OTHERWISE. E. PAINT EXISTING WOOD TRIM P-05; UNLESS OTHERWISE NOTED. 44 4:4 A • 1 Li Model: Pier Cap 1 -Smooth Peaked Pier Cap , R. CON-02 Manufacturer: KB Industries . - Model:Wall Cap 1 -Smooth Peaked Wall Cap )---3 • POR LAND, OR - 1 1 FABRIC Size:As Shown in Drawings T-02 Grout Size: 1/8" Manufacturer: DalTile Product:Concrete Connections DalTile ,> Contact: Hilary Noah F. PAINT ALL WALLS P-01 THROUGHOUT UNLESS OTHERWISE NOTED. 0 G. ALL BOOTH AND BANQUET SEATING TO BE WD-02; BY OTHERS ■ / , 15 IF 6.* N..i • . is FAB-01 Manufacturer DesignTex DesignTex Color:CN94 Eastside Brown (541)513-5843 • Pattern:Alcazar 3413 Contact: Denise Durrell Size: 6"x 13"Cove Base S-36E9T Color: 106 Brunette (503)816-8655 Grout: Custom Building Products- Width: 54" #52 Tabacco Brown .• • . . . , , . • FAB-02 Manufacturer TBD Grout Size: 1/8" ©MYHRE GROUP ARCHITECTS .' T-03 Manufacturer: DalTile DalTile . . • .- (E)MECHANICAL ./ BREAK : THESE DRAWINGS ARE THE PROPERTY OF ROOM ROOM Product: Modern Dimensions Contact: Hilary Noah MYHRE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER,EXCEPT . . . 115 ../ - s...1:s ,-114 i ,./ . . . • ' . , . . . • Color 0766-MT Elemental Tan (541)513-5843 WITH THE PRIOR WRITTEN APPROVAL . ' OF MYHRE GROUP ARCHITECTS. . . ' . . . .• ' . METAL ROOF Size:4 1/4 x 12 3/4 Field Tile .0 , • .' • .• . . . . , • < r . . .• . . • . .„, • . ..• ____ MR 01 gC Seam u s Custom-1\Metal I tt aMl Room e tal Metals Exterior Patio Roof ttGiro4u5t:LCiguhsttsommoBkueilding Products- . , . ............,.......... ........:...,......,...4 „,- Style Standing -or Grout Size: 1/16" .. , . . . . . . . . • ....is'' ../: ' iss I approved equal T 04 Manufacturer:American Olean American Olean .- • • (E) / .. / '. . . .. .. - • • • CB-150 BUILDING KEY PLAN ED , . SCULLERY - ., .• . / . .• . .' • . Product: Shadow Bay Field Tile Contact: Karl Michels . * Finish: Black (503)236-5021 — ' .-- . . .' .. . . • . .. .- ' . .. .• . • ., / . .. . • •'. / ' PAINT ils • ,• Grout Building LEGEND ,:::.:..... ..„..,...„......:,..,.• . .. . , j„..., / . ' . P-01 Manufacturer: Glidden Professional/ICI Field Color Throughout Pie Products- , • -\17'W / ' . ........... ... I Color: Palm Springs Tan #52 Tabacco Brown „. ...,.. ..,, .. ....,. .... ..:: ..........,,,.zi, i -• : • . , . . <> : 1 UNISEX RESTROOM STORAGE -. i ,' A' 117 - - ..- -, • , • . . . . . .. A.,,,,,. . . Specify#:20YY 39/130 Grout Size:3/16" .„.„.„ ,,,......,.. i zx • Order#:A1825 T-05 To Match Existing Tile Base 116 l/. \ Finish Eggshell [ . • ',....., ,. „.../ „ . . , Ns \ : ;!..:::::::.,::::.:.:..-,:;i:iiip.:.,„.,.!:i.:.,:•••41; .____...... _.,,/j l;‘" < I . P-02 Manufacturer Glidden Professional/ICI Ceiling Color Throughout WALK-OFF MAT (RF-01) ..•' .":::,:: ..c. WOM-01 WALK-OFF 1 . . . . ( ) _ ,, . ..,........ - . I Color: Deep Onyx OSIDrdeecrifY#:#A2: °O°iN5N 07/000 WOM-01 Manufacturer:Van Dijk Pattern: Hercules Nop Continuum Pacific Mat&Commercial Flooring Contact: Heidi Heik VINYL PLANK ...• • • .„ • s / • • \ . . . " • . 0 / I' i 1.. 1 .: Color:Walnut (503)927-6256 Finish: Flat ' I P-03 Manufacturer: Miller Paint Accent Wall Color WOOD V V (E). . PANTRY P-04 FCionliosri.:1:tirgegnsi1;e11117 Manufacturer: Miller Color: Dusty Path 0191 Restroom Wall Color WD-01 Manufacturer I Source:TBD L (CPT-01)CARPET V N 7 V (CON-01)NEW CONCRETE 112 Product: Reclaimed Barn Wood OP <>err'" P-05 Finish: Epoxy Manufacturer: Miller Paint Restroom Ceiling Color&Trim WD-02 Manufacturer:TBD Viridian Wood Products . V. •V • D ........... ... ............ , . ,../ ,.-' „../ ,,,-'" I Color: Film Noir 0144 Throughout Species: Spruce Contact: Dave Adams Finish: Custom Dry Brush Ebony Opaque (503)545-7267 . .es. . (T-01) 13"X13"TILE . • (E)CONCRETE . .• .• • Finish: Eggshell Stain with Oil Coat • . . . • • .• . . . . ' N . . . . . - • . P-06 Manufacturer Benjamin Moore Construction: Paneling Product: Chalkboard 307-80 7 • V WD-03 Manufacturer TBD Viridian Wood Products iK----___ P-07 Manufacturer: Miller Paint Exterior Paint Species:Asian Oak Contact: Dave Adams ., . ...: ...: , - ... • . Color November Storms 0543 Stain: Custom Walnut (503)545-7267 Finish:TBD . • . -• 1 Construction: 1x2 Glue Bar Top . . .-•-' ' -. , . . . . . E DRY • .-• P-08 Manufacturer: Miller Paint Exterior Paint (E)EXISTING FLOORING ../ ( )-v sf .. . ." • .. ". ' .--". STORAGE Color Grey Locks 0570 --.. •' TO REMAIN 11-8 I Finish:TBD (E) RE-01 P-09 Manufacturer: Miller Paint Front Door Color .., Color: Unmatched Beauty . Finish:TBD TYP I P-10 Manufacturer: TBD Aluminum Storefront Frame I Color: Black to Match MR 01 or approved (E) equal . .• . KITCHEN .- . Finish:TBD .• . - 1 111 1- ill PLASTIC LAMINATE ---------_, KEYNOTES \ . - <> .- 1 PL-01 Manufacturer:Wilsonart Laminate The Cronin Company ( COOLER E)WALK-IN ..--/ , •. Pattern:Asian Sun 7951K-18 Contact: Liz Erwin I Finish: Linearity (503)382-4544 -- / 119 I PL-02 Manufacturer: Nevamar Panolam Industries 0 EXISTING FINISHES TO REMAIN U.O.N..--•• I Collection:Armored Protection Co(36 ntact: Pam Walker PERMIT 1 I Pattern:Vous Fawn VS2001T Finish:Textured 0)710-3787 <> COORDINATE FRP&STAINLESS STEEL LOCATIONS WITH OWNER AND KITCHEN/BAR CONSULTANT REVIEW I RUBBER BASE <> PROVIDE EPDXY PAINT FINISH IN THIS ROOM, U.O.N. 0 RB-01 Manufacturer: Johnsonite Pac Mat&Commercial Flooring <> SEE ELEVATION C1/A5 10 FOR WALL FINISH INFORMATION (E) PREP AREA RESILIENT FLOORING Contact: Heidi Heik (503)927-6256 % COORDINATE WITH OWNER FOR FINISH INFORMATION 1 120 1 <> <> . - - ..." / -: •• ' • I RF-01 Manufacturer:Amtico Product: Spacia Amtico International Contact:Anne Ryan C . (E) . , . Product#: S-W2508 (503)740-3377 - ..-• : ,.,- - .• PIZZA' Color:Walnut Chocolate Thinstti Lon ovEN . . . ............. .. ...... .,.. ., ,„ . . .. . _ _. . . ---- , .. . SOLID SURFACE . 1 .• ,, SS-01 Manufacturer: Pental Granite and Marble Pental Granite and Marble Oroolood ru:14:7G61Brown Rubber Base . • . 7 ' 7 - ,. , - , . -. ... :- •-,./•• .. . - Product: Chroma Quartz Contact: Cindy Mahaffey , I • 0441 10 0. ...N ID .) . ..: . .. ... ..,".. . .. . . , . . . ... . . . _ Product#: BQ9260P (503)969-1151 I Color: Creekside . . II i ..4 , Finish: Polished .. .. , 4 . , , , _ , , , , , , ,, . .. , ..,..,‘ . . ' ,P•2111EIVI W MN. MEW& . A Slab: 1 1/4 Thick . , . 11W17111111111 IV - \ • - ,._ , I-1MA li■••, L. iew m , El IN , , EN'S 4i1 . IIP 7/ 1 pub &griii FA imin 1 10 RESTROOM 104 OFF CE / ;ltd.'!" likalliblr: A 051 ,..' ,-.1'..,,,•:5,V-.--..--- ......_. Al / I _ If" _.„.... "...qr.. , ...... . /7 141111111 . 'NW 4d,I ITINNIDIj 71[11V I ':? \\\ Imumumummilim. ••••••1 %re 111 1 TS 1 t- o_ \ ROOM NAME REV MARK FLOOR COUNTERTOP BASE N E WALL S W CEILING REMARKS THIRSTY LION PUB&GRILL Is c- j • s : ,.. :0011 _ ' ''' . . . - i 1 I T-01 RE-01 4" u. ce (.) , , ------ E. I Li._ ce 111. HALL ' I VESTIBULE WAITING/HOTESS 100 101 WOM-01 RF-01 N/A N/A P-05 P-05 P-01 P-01 P-01 WD-01 P-01 WD-01 P-01 P-01 P-02 P-02 , 1 103 1 — 102 HALL 102 RF-01 N/A P-05 P-01 P-01 N/A P-03 P-02 10145 SW WASHINGTON ti L xv P Irrrrr r r r r 1- .._ WOMEN'S RESTROOM 103 T-01 SS-01 T-02 P-04/PL-01/PL- P-04/T-02 P-04/PL-02/ P-04/PL-01/T-02 P-05 SQUARE RD. 02/T-02/T-03 T-02 /T-03 TIGARD, OREGON .. ... .. ...................................................... P-04/PL-02/ P-04/PL-01 rr-o 4 AIM. ANL qw, ad . ............................... .............. .... . . ... . . .. .. . .... . . . .. . . . . _ . ..: ::., MEN'S RESTROOM 104 T-01 SS-01 T-02 1-02 P-04/T-02 2/T-03 P-04/T-02 P-05 ' ,..........., ,.......... I OFFICE 105 CPT-01 N/A RB-01 P-01 P-01 P-01 P-01 P-01 . .................... ................................... ................,.,..._ . Immo....==..,....................... ........... ........ I DINING AREA 106 RF-01/CPT-01 N/A P-05 WD-01 N/A P-01 P-01 P-02 ; , ; PUB AREA 107 RF-01 N/A P-05 N/A N/A P-01 N/A ' P-02 B , I DINING AREA 108 CPT-01 N/A P-05 N/A P-01 P-01 N/A P-02 — - PUB AREA 109 RF-01 N/A P-05 P-01 P-01 N/A N/A P-02 ti) BAR 110 (E) WD-03 N/A N/A N/A N/A N/A P-02 , 73. (E)KITCHEN 111 (E) P-05 (E) (E) (E) (E) (E) (E) I-- W (E)PANTRY 112 (E) N/A (E) (E) (E) (E) (E) (E) 0 z I (E)SCHULLERY 113 (E) N/A (E) (E) (E) (E) (E) (E) di. _ BREAK ROOM 114 (E) N/A (E) P-01 P-01 P-01 P-01 P-01 ur c6 (E)MECHANICAL ROOM 115 (E) N/A (E) (E) (E) (E) (E) (E) < UNISEX RESTROOM 116 (E) N/A T-05 P-04/PL-02 P-04/PL-02 P-04/PL-02 P-04/PL-02 P-05 ' I 0 STORAGE 117 (E) N/A (E) P-01 P-01 P-01 P-01 P-01 c., o (E)DRY STORAGE 118 (E) N/A (E) (E) (E) (E) (E) (E) c., a) c) I (E)WALK-IN COOLER 119 (E) N/A (E) (E) (E) (E) (E) (E) u) i-- (E)PREP AREA 120 (E) N/A (E) (E) (E) (E) (E) (E) w w _ OUTDOOR DINING 121 CON-01 N/A N/A N/A P-07/P-08 CON-02/ST-01 CON-02/ST-01 N/A REV DATE FILE i u) OUTDOOR DINING 122 CON-01 N/A N/A P-07/P-08 CON-02 CON-02/ST-01 CON-02/ST-01 N/A 1( . 0 co cv 1111 I - Z c; • c0 E Zi) .11.111 ti I ...,1 CD 0 1- iill • I a) < > 1E 2 2 I < CN/ PM: L. KALE -0) c A PA: M. MCLAUGHLIN - I 10 DRAWN BY: c) o N JOB NO: 092020 --,7 O V" V" DATE: 07.28.2010 uts • • _a E el (WI) = Ca. Q.0 < 1 < 0 , .. 0_ c) ii2 0 ..._(.1 _c 1._s ® 11 3 A . 1 1 , . _, °co c.icv 0 •• AFINISH ND ., a) Al FINISH FLOOR PLAN - NORTH FLOOR PLAN o a. A3.11 1/4"=1'-0" ED (6)ft NORTH ei50 I I I I I • • . 1 4 I t D 2 I 3 I 4 1 5 1 6 11 • 0 ar h INTERIOR FINISH NOTES Pil Y. H R E.it• GROUP cects 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com I A. INSTALL ALL FINISHES PER MANUFACTURER'S INSTRUCTIONS. V" cNi B. PREPARE ALL FLOOR AND WALL SURFACES FOR NEW FINISHES. PROVIDE FLOOR LEVELING, PER ARCHITECT PREAPPROVED METHOD AND MATERIALS,AS REQUIRED TO • • C INSURE PROPER INSTALLATION OF PRODUCT(S). I el '41( ICC C. ALLFLOORINGMATERIALTRANSITIONSSHALL OCCUR AT THE CENTERLINE OF DOORS D I SEPARATING ARe. A„,,,,, A i?) E - D. FINISHES IN ACCESSORY SPACES TO MATCH ADJACENT SPACES, UNLESS NOTED OTHERWISE. E. PAINT EXISTING WOOD TRIM P-05; UNLESS OTHERWISE NOTED. (.... 444 4:4 • i I F• Y R. ,t.e Y (n- o-3 OR ILAND, OR I 0 F. PAINT ALL WALLS P-01 THROUGHOUT UNLESS OTHERWISE NOTED. o. bl)L., (•* N...) G. ALL BOOTH AND BANQUET SEATING TO BE WD-02; BY OTHERS ' C. .cC.) __V---• i 7-::::::.:.:•••••••••••:.i.:.:-•-:•:-:i 1 1 F 0‘k- ...„... . . : : .......... : , .. . _ .. ,.. .. .. , ..---- •••,„ , . . , , . ,. .. . ,... „_ „... ..... , „. • • - - H. SEE FINISH LEGEND AND SCHEDULE ON SHEET A3.11 FOR FINISH SPECIFICATIONS AND . .. ---- iii :, ,.....-...- .. . -- . - " '' ', ........... . ..., LOCATIONS ... . . . ©MYHRE GROUP ARCHITECTS I -, -,'i i Ci; % , . ,, - I THESE DRAWINGS ARE THE PROPERTY OF MYHRE GROUP ARCHITECTS AND ARE NOT lit ' ' ' ' TO BE REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF MYHRE GROUP ARCHITECTS. _ DINING ':: , :, !: -/-::%C..H.'",.... RF. 77, 41 .4, :,.pT, ... . .... ... I f.: los-I , 1 -..,„,. ,, • . : . . .. . . . „ . . , BUILDING KEY PLAN ED PUB ■.. „ AREA -.N_ 109 . I LEGEND i :,.. I . . El ...i..:...i.:._.._____.i.i.,...,......i.......i.:::::::.,.......:__.,, . .............. ......___....., Eii N " 1 111.1 : ....... ......................... ............................ -.... ,....-.....-J lo:11 _,... I 1111111 Ell 1:111 ri bra In 11•111 .N..., 0 (RF-01) VINYL PLANK ----- (WOM-01)WALK-OFF .... .......„...,„ „./...-........„,,.......,......., MAT i 1 • L ..._ _ __1 V(CPT-01)CARPET V 7 . v . (CON-01)NEW CONCRETE V . . . I ' . . . D (T-01) 13"X13"TILE . (E)CONCRETE I- ,, • v . - . - N - : - v . ' • • N • : - v . . - • N • : • v . . • • N • : • v . . - .-1 r7 'CI 7. . • V .- ' , , I cr- 7 • . • . V ' - . V . . . . V • • . V • . • . V . - . V • . • . V • • . V • . • . V H (E)EXISTING FLOORING I r - - • . . v . r(---.,,,-,-_--1. I Vili - 1 u" V • • " - V - • • • V - . 1 • • • BAR V : . • • . - V : . • - . - - V • ' . V . • . . .n. . . . " . TO REMAIN — • • N . I I V : . V • • . \ • • . V • . • . V. - RF-01 r - N - . • . • . . . . . . . . " . . . . 14(4 . RF-01 I I ' V" .1 . • V - • V . • • • V • • V . • • • V - • V . • • •• \7[7.• . . N. • L-I • - . . . • z . • z. • z . . . .n." PUB AREA 107 KEYNOTES I I v . . • . • N ' v . . • . • N : v . . - - N : v • . . N . : v . • . L . ' • V • V . V • • • V . . • V V . V • V . • . " • V 1 _I • ,...........,......,............. .0. COORDINATE FRP&STAINLESS STEEL LOCATIONS WITH OWNER AND KITCHEN/BAR CONSULTANT SEE ELEVATION E3/A8.10 FOR WOOD LOCATIONS , PERMIT <> <> ALL CEILINGS TO BE PAINTED P-02 REVIEW U.O.N. ; I 'i . P:::::i1::::::i::::::::::::::g::::::::::::::::::::::::::::::::::::::::::::::::::M.:::::::: . Vi • N V . . • N . • V N V V V V V V I . 0 11141 V ____ N - - V N V N - N 0 Iiil ... V • V V V V V V HD z_\_. ..,\ z\ z\ 1 1.:g C k 1 v N — v • N . • v N v • V . . ., V . \I . . ' . „.._,.........._....„:,„..„:„...„.„..„,„,„,,,..., .,,,,„,-..„,„.„.....,.....,....,:.:„.„,.„.,...,,,.„...:„.,..„„,„...., V ThirEitti lion F N v V N V • . V • .N. V , V V - V V V V V • V ...„ ....„.„,..,.,.., .. I V z\ z\ z\ z\ • DINING AREA 106 j /./.. .........,....,N 17 . . N 7 N V V V V V IIII N V ... . N . v V • . V V N V N V N - - ,:i,:,,_;,::,.:,'-r,•:'':'t''Z':.:''.,,'•,,,,,,",,•'-,',„.,.,,,_:,,.-„,.j..,.-',•,,:z....,:',•'i., :, .;,-''..,,_,.,,. ,. ,,,,:'''----s,'::''L':',.,''''.'' „ ... . .. . ... .. .„. ,, .,,........,_ , ....... ...„.„.„., .,„ . ...„. ,.. .. .., „ . . . . .. ..,.. . . ... . ,, ....... ..... . . ., ,, .. „, ,.......... . .. ,. ,, - -.f. -- - _ s ...„.... . ... .., ., , ....„,. ,..,.. . . . ...., ... ,,, . ...„.. .., ,.. , . '''''''kl:T-,a,,,, I V .. V V z\. V V z\. V V . s. * 8L-grill — •N RF-01 CON-01 N V N /.. . /...,:r.../\TI/1.........'\,...."..).„,:::;r:N 1 : V N V 7. V 17 V V v • V • , . I 40 111.1 — if--- - - -..- - . - .- - - - -z N .. RF-01 r..-1-„,-;•:0::_:. . .... .... . .\., V NOUTDOORV - N 17 N DINING L.L.. V V V 122 V V V V , WAITING/ HOSTESS 101 . ce V . . . . . . . . . . . : . . . , . - -i . ,,.. e5 . , , / .. .:., .,.,. . ,. . . ...... v V . . N V / ..„ ......- ....., ..: ...„ -.../.,...;.....*.i...................:.........i..../„..:,.../....... ......z./... .. .. .. .. . „ . . . . . . . . . . . ., , ... / . . . . . . . , .. ... .. .. ,... -..,- --....- ...-.- .. .. ....- - .. • . V V N V V V N . ' . V V V , ' , , • THIRSTY LION PUB&GRILL ii ',. i • ' : ' I :i , i . . ff.--..- - /1:::.K2K-:\--, •.:,\x/'' ' V \--1 . V . 1 V . . . V N 7.,/ ...,.... .... - .....- A., ---_„.. -...... - ...../ ....,„.... .,.,:_„, N .I _____ .<:: ::/.- \---------\\:>:://\---: V V . V V . . V . V . . V V V - - . . . , . 10145 SW WASHINGTON K sr ...,:•-.:,.,/ .. ----..: -x--:,.., -- zs. • SQUARE RD. '7? ct __.,..____7___,=_ ___________: . ' - • ---- ., - .- -',...,..- i : : ::,. ,, 11111111111111.11____.. ---T .._ ' • ' 11 Vi . V V . V . V • V V V • V V , [ Es V .....--1-1 : L..._ \....i...../s::,•::.... ... .... ....„---..,../ \''.--:•• \----- --/ 4 V N V N - - V \ ---<------.-..-(--/ . . N . . v N v • -- -----K---------"-----;\ V : V . • • V • V V V • V - V V . . ii TIGARD, OREGON ce \--/J---:::::---s ir,>,:::,,''.,'..,..„,,,\-........ 'f---.......:....,.....i. \-,..0 :\').,:::' )......: .:::::::: >.:::: is: ...if ss 1 N ,..,/ r N - r - N - V N . V. . N V - N . ; -- . 1 T''....-....N7' .... --/ •••-... V . N . V N V N V. N - . . VN ... ---........\--...... --, 11\--.. >-:--i.)exilTN..::::<.>::::-:::::<-><-..isx::..------/...------1 . .7; . '''••••• \--- \---- --;'-----:- ->"----- -->c---->c ----- 4-----::--------->c-- ----/-----------/ •----/ V V . . V • • V V - V V - V - V - V V -V....... .......V V • V V V V V - V V V - V V V V - V z\ . B .... ..•..... ......, , ..**-..... •••\.. ...VESTIBULE\ „A... ...--x\ .../---... ..-/-... ,----x----... is a . . - a ----------- a 0 a (..3 FINI = ■.... NE .... \......., ........-....:\......'\---../.'"\--..--/""Ntoot\--:_:------:,------,_:-/-----:,-----./----is---.:7---- cs) • . \-..... '....'........• \•••••-...------x-------_---A----...--------'---___---A--------------\--___--------\---___-------'---_,-------'----_,----A-----/-/--.,------',/ V N - - V N V • N V - N V • N V N F-7 1 - V - N V N V - - N V - - N v N v N -- -- -- __----__ .------. .-----, .-• V • • V . V V V V V V V V V • , V • . • . V • V • V V V V V V V - V V V V V • . V • . , - D - ",.,-• -,---- -.-- --:-,' 0, --:-,- --,-,-- --/ --:-,- --,-,- *:,-,:' •:,-,.' ', - (/) -•. i ..xs\--K------ --ii (-----Ixi ---->::: .-11': \>:::/----->:( \:11.-----x-/-- N - 17 - N - • rN • • . . N . V • N . . . N - N - V • . ] . N N . . N . V - N . - . V N ci. I • - ' • 11. ••••-•-• -----s -------” •-------- -------z -- if u_ V • V • V V V . - V - V - V V V - V V V . V V • V V V V - V - V - V V - V V . C■1 I ............................... El Z\ . . Z\ OUTDOOR zN. a a a a a . vi A DININGN < N 1.............--........ N . - v - . - N v - N - N . . v - N N - - V N V . • N . • V . • . • N - V • . • N • V - V 1 - V 7. 121 V 0 N 7 • . V • 1 v V V V V V V V V • V . • V • : v • . V V V - V V - V V V fir V • V V • , 0 N 0) , - N . P [............,..................................... - V - N - - . . V N 7 N 7 N V . N V . N V N 7N - - 7N - - 7N V N V . 1 u) I ::........................,.................... W w — r 1 I--[- 1 - V V V V • V V V V - - V - V V V V . V V . V • V V V V V - V V V V - V . . REV DATE FILE i Cl) 1--- . o : - N v N . v N v N v - - N - v - - N v N v N . v N . v • N • . v - N v N v . - - N co N WI I ., CD z V . . V . . . . V . V V V V V V . V V V . V . . V . . V . . V . . . V . V . . V V V V V - V V ....,1 I ci) V • • • V • • • V • V V - V - : V N . - V . - . . - V N . . V N . • . V. • . N : • V • N V N - - - N - . N - . . . . . . . N . . . . N . . . N • " .1 ki V V V v . v v A/ - V . - V - V - v 1 V V . , . vH . v . •/,.• v v z, v . V . .„. y . y . H\7 - . y . . - y - . . y . . z, CL . . . . . . . . . . . . . . ..,1 I CD (1) N , F-7 N F-7 - N ' 1-7 . N . . . v . N 1.........,......................1 N . v _ . N . . v . v N . 1.............,.................f . N . v . . . N . . v . . N . F7 N . v . .. N -Li - ,,. 0 L 1 L 1, a- 1' I ,. CD iligt L.....................:i. > .1: 2 2 I . N o PM: L. KALE cn CO c A . PA: M. MCLAUGHLIN -.7. s 2 I 0 L DRAWN BY: o o I ' C\11 JOB NO: 092020 T.'. DATE: 07.28.2010 ots • • sa E e) Cif) = cl. a.7... < 1 < c`7-: 0,-- —..7.1 ' >,0 T'S 0 111fr 411 :E ci A3 . 12 I---5 D , ., .00 N N 0 FINISH o Al FINISH FLOOR PLAN - SOUTH ED FLOOR PLAN A3.12 1/4"=V-0" SOUTH cfio I I I I I . • • • . 1 I 2 I 3 1 4 I 5 I 6 I 0 D 0 POWER & DATA PLAN NOTES A. COORDINATE PROPOSED NEW LOCATIONS WITH EXISTING. tvl Y H R 1.-,E. • GROUP architects 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com I Re"•• IN B. CONVIENENCE POWER/DATA SHOWN FOR LOCATION PURPOSE ONLY. COORDINATE in in WITH MEP FOR COMPLETE INFORMATION. • • CI CV) C. GC TO COORDINATE EXACT DIMENSIONS FOR ELECTRICAL AND DATA OUTLETS WITH < < OWNER. . I .4 ','" (.., 7 1 'EYR. : A E LT4 'OR I AND,OR 1 , 0 , I P IF Oli '"c c : : ,...,.,..... .... :.,. ...: . .. . . . .. .. . . . .. .. . . - . , „,.._,_.,,,.,„....,........................................ BEE 41? , i 1 0 0 111 0 MYHRE GROUP ARCHITECTS °Q)a N • • . • THESE DRAWINGS ARE THE PROPERTY OF . MYHRE GROUP ARCHITECTS AND ARE NOT I , 1:112 " .11 I .-.:::::..... ......---',.... ,..-:::.-- . . / DINING ./._.•. .,/ -,...-.. , TO BE REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF MYHRE GROUP ARCHITECTS e N / . <> AREA 1 PUB 108 BUILDING KEY PLAN ED — AREA <> 109 .. . .. . .. . . .. . . . . • . : ....i. .... , .„..? . . . . . . . . . . . . .. ... .. . . . . . . . . . „ . . . . . . . . . . . . .. . .. .,.... LEGEND . ,. ..„......_.„..„...... ..„........... ............ . . i• . . „ . . . .... . . • ..... . . . . . . .„. . . . . . .. . . . . . . . . . . . ,,..,...... .:.:., ,. ., ,.. ., „. .„ „.. .... ,.. .... ,. .... -• - - - - - , : ,. . ,. .. . .. I __. EXISTING DUPLEX OUTLET ............ ....„.....,... .......... ................ .. ............................„„.... i.:;:.::;::,..„,......,,,,..v.........,.. ......,,, l'e N :•-"::::::' -- . ... . .. ... .. .„ . . . . . , „ -, , , , , Ill . ..,..... . .....„, . ...,, . . . . . . • . .. . . . . . . . ' ••• . . --- /:'' CI14) N :”' / 0 nQ) N DUPLEX OUTLET DO GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET i ;:::::::::;.,•::::::;:::;:;;;:::::;:,:;:,:,:;,,-.4::::::::::::::,:.:;, qi QUAD RECEPTACLE OUTLET I / :: I 0 OR IT JUNCTION BOX I .... ., „. .., .... .., „. ..„ ,. .., „,. ..„ „... ..... „„. ..„. ..„. .,. ..... ..„ „.... .... „... .., „.,. ..„ I< EXISTING TELEPHONE JACK EXISTING TELEPHONE/DATA JACK I ..., ....., ,....... . _..., ,.,... ....., ,..... ...., ...... , .....: -,..„ . .....: ,....... ....., ....... ....„ ...... , .....,. ........ ,....- ....... _.... ... ....., ...... _.... 14) EXISTING SPECIAL CONNECTION D Ir 1 ------; <> / . EXISTING COMMUNICATION CABLE i_ I _ _ BAR I P.O.S. 004 ...... 1 10 1 . 07 P.O.S.S. <> .: AREA \ 1 ,.,...,.. KEYNOTES I P.O.S P.O.S - . .0. KITCHEN&BAR POWER/DATA BY KITCHEN CONSULTANT L -- - -. --• -• ..-• -. ---• z• •-• -. --•• -• ....• z. --.• -- -• -- ..-.• -- --- -- ..-• -. ..-.• <> ALLOW FOR(2)POWER/DATA LINES AT EACH P.O.S. STATION. PERMIT CONSULT OWNER FOR LOCATION. s . / .. ...• .. s .,. / , , ,. „ •.. ... ,. :. .. .. .. : ., ... .. .: , <> TV LOCATION; COORDINATE A.V. INFORMATION WITH OWNER REVIEW 0„,„„„„„:„.:,.:,:::„„„.:::,.:.::„„„„„„„„„„„.„„„„„„„„„„:„,„„„: I 21 II . . I , . . . , 1 , ..... .. • - ... .. . ... - ..._..- ...........• .........- -... • -.........• ... ... ... ... ... <9 GC TO COORDINATE ELECTRICAL OUTLETS IN CEILING FOR I - 110 PROJECTION AND STAGE LIGHTING WITH OWNER a M N , . 111 _-- -• .----- ,-..."•• I c [1414 N .. „ . , ... .. ... ... .. ,.. ... ... ... ... .... ... l': !1 : iiii' .._,....:.„,_,..„.,......,___,....„,...... ,- =,?- ,, :::-., hintti iLiimi -„:::„,::-„,..--::,,-,__,,,••_„.„,,:::,.,::,„,-,..„2„..„.::,-„,-:::::„.• I . . . . .„. . . . : :., . .,,,, _ l. ,-_,::::::::,„iF:•::„-i,::,:,:„:,:::,::„:,-- DINING AREA 106 --.-.--.--.--„,-.-,.--,,,,..- ...,., " ■,,I,,,..,,...,,.,..,, ,...,.,,,,, I. ■ . , ,.■%', ,! ,,, . ■. ,,,.■,,,■ ..,... ..,,, , “, . "■,,,,, ,. . ,■ .• , ■ , ,„,.„,,,,,., ' . .„ ,,.,,■,,,,,„,■ ,^ .•.,7 . ■ ,.. , ,, ■ ,. ...,^' , 7... ,, . , , ■ , ,,, , ,.,,■ ,,,,■ ,I , .,,. ,a,, ,„„. ..,.,,,,,,, , .,,^,,,, ,,,,, ■ . ■■■.,, ,,,..,,,,,,,,, ■■■•■■■■■,,, ',,■,,,,,,,/.,■,„ ,,,,, '. ,■,,. , 'L^n, .„ ' ,,,',,, ,,,■ .„,,,,,,,.,,■,,,,,,IY ,, I , ,■■■■■■■ V A ■. I ITL. * &grill _ I ANL ,::::::::::, AIM■ al 1117= N ,. ..., i...__ OUTDOOR ------, 1 DINING 122 I I WAITING/ HOSTESS •• ..„.,,, v/ - THIRSTY LION PUB&GRILL 101 /1' \--- L_.......±.......... . 1 I P.O.S. IN 11 <> - 10145:QwuwARAEsHRIDN.GToN 1 „......................7.1•1111 R------ , eimpl 2S. . - TIGARD,OREGON :::..... 411411/11) ,: 0 ...---'\ • <> / 4 ,. P.O.S. ..---/ I B 1 I .................................. . r _ ____ _ VESTIBULE 100 OUTDOOR q DINING .. i -...„ 1- 121 , ,. ... D 0 Cr? I I I I a. c.:, I . .. .. ..7 : .. , .) .. .. 0 cii . : < ' ''' 0 0 1—cv 0 (.1 cr) CD co I 1 Lu 1.— —1 r" I n REV DATE FILE U) I I r. O I co III ..........:...... i..„. ....... 1 Q ...,I Z I sto 1 I 1 , , E —I 1 . . , . . 'al . . 0._ I :: , _I I 1 . _ i , t 0 11 ) o L _I L ...J ' ■ ) J FEld ii) I ' I • I I F- I— I 0 . ■ 181 cp L„,........,.,............... 1E f2 2 I < c., PM: L. KALE c-7) I) A c c PA: M. MCLAUGHLIN -- E.o. 0 DRAWN BY: o .4- T" CS1 1 JOB NO: 092020 0 LO In I DATE: 07.28.2010 ors • • _a E 0/ CV) = Q. [Lit < 1 < 0 , .. 0‘-- D . >,c, 12'ZS 4 I 430 D 110 a." A3.52 -5 . -) o 03 cv c•1 .. POWER & CV7V 0) a) Al POWER & DATA PLAN - SOUTH J SOUTH DATA PLAN o ra- A3.52 114"=1'-0" c6)-cpa5 I I I 1 I . • . . . 1 I 2 I 3 I 4 I 5 I_ 6 # :: Y. .: ... .x G R O U P DEMOLITION RCP NOTES• D a r c h It e c t s 4 I 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com A. COORDINATE EXTENT OF ALL DEMOLITION WORK WITH NEW WORK. CONSULT WITH 1 ARCHITECT UPON DISCOVERY OF SIGNIFICANT DISCREPANCIES. N B. PATCH AND REPAIR EXISTING SURFACES THAT REMAIN. MATCHING SUBSTRATE 0 Q AND FINISHES OF ADJACENT EXISTING SURFACES. NI. Nr C. PROVIDE SHORING AND BRACING AS REQUIRED. ;i ''',D ARc, . <IC 0C3C I D. PROTECT ALL ITEMS FROM DAMAGE DURING DEMOLITION. y R. ,� E. OWNER SHALL HAVE RIGHT OF FIRST REFUSAL FOR EQUIPMENT AND MATERIALS REMOVED DURING DEMOLITION AND WILL PROMPTLY REMOVE SELECTED ITEMS. SALVAGEABLE/RECYCLABLE EQUIPMENT AND MATERIALS SHALL BE STOCKPILED • t • E AT AN OWNER PROVIDED ON-SITE LOCATION FOR FUTURE USE/RECYCLING. ALL 'OR ; 'ND, OR . 0 A i 1,/ :le OTHER DEMOLISHED MATERIALS ARE TO BE REMOVED DAILY. FEES ASSOCIATED '�lie- 4110 WITH DISPOSAL SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID. 1 i ' **N 4' ORS O ( %\ F MAXIMUM EXTENT ALLOWED PER LOCAL CODE. VERIFY WHICH ITEMS TO BE .....1 F. ALL ITEMS NOT REUSED FOR NEW CONSTRUCTION TO BE RECYCLED TO THE REUSED W/BUILDING OWNER AND ARCHITECT PRIOR TO REMOVAL. CO MYHRE GROUP ARCHITECTS I /� THESE DRAWINGS ARE THE PROPERTY OF — �— —v— — � ��+�- If — _-_Q��_ _ �� � , ` a— Q _� —1 --- MYHRE GROUP ARCHITECTS AND ARE NOT +�� TO BE REPRODUCED IN ANY MANNER,EXCEPT / ; _ WITH THE PRIOR WRITTEN APPROVAL `` I OF MYHRE GROUP ARCHITECTS. \/ . I 1 1 4:' d'i 4' I - BUILDING KEY PLAN ED I 11 I 1CSP . DEMOLITION RCP LEGEND I v v v IMINEMII- =MEM= Mal 1MMI■ r : . R.:::::::::::::::::::::::::::::„:::::::::::::::::::::::::!.:::::::: I 1.............,„........,...._:,...............,.....,„. EXISTING CONSTRUCTION TO REMAIN LIIIIIIIIIEIIIIIIIIIIIII I I EXISTING CONSTRUCTION TO BE REMOVED ;:-" : -,y,:`u' . 1 IT7 -r(� 1(: I AREA OF EXISTING CONSTRUCTION NOT IN SCOPE .......t.I I J 11 1 II I I El EXISTING GYPSUM BOARD I I II I . : I , ' DEMO GYPSUM BOARD D ii II II I . II I I EXISTING ACOUSTIC CEILING TILES I li -4--- ---I ` DEMO ACOUSTIC CEILING TILES • ,• F`'-1 I-.- -I --1— —I- I 1 I I II II I I° II II II II Id I 41 II II I --1,-„, --1 43N I I I 11 7 1 I IL _ ■Ll, v � 1/4....- ZIL v ■...Lz =SLIM - u I PERMIT REVIEW Fl Fl I :. „...,.,......,.......,„.........„ 1 I 1 T J.) _____1 1 I h ,..:...:._.:.:.:„__ 0 1 I II II RET'a I 1 a I • Zip o.r :„............ . : ___,.._...______.,,,,.._,,,,,„,..,,,,, ........„., . ._„ ___.,_.„..._..._ ........,,,,, ,_, ..,..,..,___ ..., „. ..,„...... . _.........,...,,,.. I II II ... ....„.„ . ._ izi.lrrIr, II - .� _ _v - _ - _ II „.„„,.. , ,,.._.:, ::::,,, I ii II II I . . „:,:f:::::,_,:,i::;;...1:i.,,,..„,:,!;_.;„41:11.1i:_:.,:.:.:.,ii: .._ ,.. _. ._... .,... . ._..._„.._... _ , ... ._„„„,,,,,,,„. i , . _. , . _____ ____ . . . ... .... _. ., . ... . .,_, . , . . ._....„.....__._ .. . , . .... . _ , _, ....„ ,,,„ .. . _ ,.. .. , . _ _ ...,,r , , ..,„„,:i., ,_ t. I I I :,,,,:,.,:i:::::.:,:,.,:„.,,,,,_,: :.:„i_:i i__.„:,,..,.:-,. — .�_� —v_ _ _z _- _ v _2. _ I � .2 LI I_I I III PO &ill I //1\� .- -• / \ 41 11/ I \ I I \\ ,) I IZP n THIRSTY LION PUB&GRILL:... ......, v v / ) I I 4 ..-- de/. ‘-'-' /.. 1 X11 10145 SW WASHINGTON : !: . 41 4' 41' I _v_,,- ARE RD G• . • : :: . i i . . . ,.:.,.......,....,......,...,..„,... SQU . TIGARD,OREGON 4 I - ..... . :ii B . . , I \QI ‘Q .:,...:: i . , D O CL In MN 11111111111111111=■ MI U . ce N O Ni Q O / N -_-_ cv U) L � ... W W REV DATE FILE cn ti O co N 111 I O a)I CL Li.l U 0 I r ...... .......... CD 11- I I Q L_J 2 2 I N PM: L. KALE IA PA: M. MCLAUGHLIN 0 I DRAWN BY: CD o Nr JOB NO: 092020 -L T I C 1 0 Q O DATE: 07.28.2010 06 s s u , u ›,Q N A4 1 E2 0 ,., D 0 2 N DEMO REFLECTEC o o Al DEMOLITION REFLECTED CEILING PLAN — SOUTH ED CEILING PLAN co SOUTH &so I I I I I • 1 I 2 1 3 I 4 1 5 I 6 M Y AfiY :� E • G R O U P a A B 41 CEILING PLAN NOTES A`� � n [ � e � ta 700 SW Taylor Street,Suite 400 Portland,Oregon 87205 A. CENTER ACOUSTICAL CEILING TILE GRIDS IN ROOMS, UNLESS NOTED OTHERWISE. t503.236.6000 f503.236.7500 www.myhregroup.com I N B. REFLECTED CEILING PLANS INDICATE LOCATIONS OF ACT, GYP AND EXPOSED CEILING SYSTEMS ONLY. REFER TO M.E.P. DRAWINGS FOR ALL ELECTRICAL&HVAC LOCATIONS. ■ • LIGHTING IS SHOWN FOR REFERENCE ONLY. C. ALL WALLS EXTEND TO BOTTOM OF STRUCTURE, UNLESS NOTED OTHERWISE. I I < VDT Q c D. ALL FIXTURES IC-RATED, UNLESS REQUIRED BY PREVAILING CODE TO MAINTAIN ONE 42,, HOUR RATING OR NOTED OTHERWISE. (5" FF'' YR. E I Y" RE �'1 E. RECESSED FIXTURES TO BE LENSED WHERE REQUIRED BY PREVAILING CODE. �1 ,-3� A F. CENTER VANITY FIXTURES OVER LAVATORY, UNLESS NOTED OTHERWISE. POR AND OR • 1 J. PRIOR TO ORDERING OR INSTALLING,ALL EXITING SIGNAGE LOCATIONS AND �` QUANTITIES APPROVED BY LOCAL FIRE MARSHALL,VERIFY WITH v Q ARCHITECT. •F K. PROVIDE NEW CEILING TILES IN SPECIFIED AREAS;TILES TO MATCH EXISTING. O O L. EXISTING CEILING TO REMAIN WHERE POSSIBLE. PATCH AND REPAIR AS REQUIRED FOR NEW CEILING TREATMENT. MYHRE GROUP ARCHITECTS ( " M. COORDINATE LIGHTING LOCATIONS WITH MECHANICAL LAYOUT. THESE DRAWINGS ARE THE PROPERTY OF f3— MYHRE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTEN APPROVAL N. PAINT CEILINGS THROUGHOUT U.O.N. OF MYHRE GROUP ARCHITECTS. E MECHANICAL R OM - 0 O. EGRESS LIGHTING BY SUB-CONTRACTOR.ARCHITECT TO REVIEW 115- - BREAfC; :., E PRIOR TO ROOM ;• "-" -` � SUBMITTING TO CITY /2/> - 7 - } 11 :} I � 1 __,.______.,,____ - P. REUSE EXISTING J-BOX LOCATIONS FOR NEW LIGHTING THROUGHOUT, U.O.N. BUILDING KEY PLAN ED 2' 7` ':;:;E:::-l <;› i 4o■ 7" UNISEX STORAGE RE TR M „........i RA S 00 : O 117 :, 11fi I- 0 C.:::....,.....,....:.::: CEILING PLAN LEGEND I .:'. (SI . ,, ,.ci,..„-• .y• , . .../ ..„--• ........................................-....„.....„....................................... 1: PA ' -f4Y . - &....„..,c, .. .., Ilikl .<>... EXISTING GYPSUM BOARD TO REMAIN ftwih 1 1 NEW GYPSUM BOARD l - J D ii EXISTING ACOUSTIC CEILING TILES TO REMAIN �. . �.,1r d� t1" NEW ACOUSTIC CEILING TILES �® !.l (:)DRY ST RAGE G1 118 • 2 �• OPEN TO STRUCTURE a `J /____, 1 / . . 1 41 AREA OF CONSTRUCTION N TIN PE O O SCOPE }""111 :1 G1 7 ' . : :•: `F, : .• . :' 7 41 I 0 '(E)WALK-� r� 1J - LUMINAIRE 0 BLANK CIRCLE IN LUMINAIRE NOT ON AN EMERGENCY CIRCUIT C�OtER SOLID FILLED CIRCLE IN LUMINAIRE ON AN EMERGENCY CIRCUIT 119 NEW EXTERIOR SCONCE O SCO C - PERMIT �o PERMI NEW EXTERIOR WALL WASHER O S rr1: Q REVIEW VANITY FIXTURE AN URE vri E EXISTING RECESSED CAN TO REMAIN 0 ' . PREP'" 120:' ��� NEW RECESSED CAN } 2 .r O - - SURFACE-MOUNT,SPEC:NEW SURFACE MOUN S F , \ ' r1 I C • - (E) G1 NEW SHADE FOR EXISTING TRACK K PENDANTS-SPEC: OVEN r1 . . , ' , 1 till1 ,, .," I ;' r � 4 4 4 1 36 CUSTOM PENDAN Y OWNER ti,.1 yr a y I - I 344�4 � ® 7I e Q TYP _ `J NEW TRACK x; .,,:.._ .'::....,.. .7„....,...',...::. ,.;' , MEN'S , EXISTING 1'X4'RECESSED FLUORESCENT RESTROOM -_ 104 O O Li , w O O 3'-7 1/2" OFFICE EXISTING 2'X4' RECESSED FLUORESCENT W 105 10'-6"AFFI WOMEN'S . C5 RESTROOM. co 103 . . I NEW 2X4' RECESSED FLUORESCENT C3 6 1-7-"Lte O O - w ' "1-11 d THIRSTY LION PUB&GRILL 1 ,.[= . EMER G EN C Y LI GHTING I 40' ..- "? 1 ® EXIT SIGNAGE WITH EMERGENCY EGRESS LIGHTING © r-1 _ G� HALL 6'-7114" Er) TYP 5'-T 1/2" 102 F 10145 SW WASHINGTON SQUARE RD. I q> 7 KEY N OT T S TIGARD OREGON I I 1 OPEN TO STRUCTURE; PAINT P-02;SEE SHEET A3.11 FOR O CEILING FINISHES B EXISTING CEILING CONDITIONS TO REMAIN ' 1 0, - - 3 EXISTING HARD-LID CEILING TO REMAIN; PATCH AND REPAIR 3 WHERE PORTIONS OF WALL HAVE BEEN REMOVED. I' SUSPENDED VINYL CELING TILES; SEE DETAIL A3/A11.51 FOR -O 44 MORE INFORMATION z I 0 O5 CENTER LIGHT FIXTURE OVER SINK;TYP I OEXISTING HVAC FOR REFERENCE ONLY i N EXISTING CEILING HEIGHTS TO REMAIN;CONTRACTOR TO CI s 7 FIELD VERIFY&NOTIFY ARCHITECT IF CONFLICTS WITH NEW g 1 DESIGN .I co I- LL! w _ - REV DATE FILE co r- O co N 11.11 I O Z , • E 0111 a U o 11.11.11 > Q L Q T N 0 PM: L. KALE co rn c PA: M. MCLAUGHLIN 3 A 12 1 0 DRAWN BY: o o N JOB NO: 092020 0 T T DATE: 07.28.2010 as � a 41. VI o° Q I Q .F/T L E N A4 . 11 ,__,_ i A ED il Q.(N" N a, . REFLECTED Al REFLECTED CEILING PLAN - NORTH CEILING PLAN o I A4.11 1/4"=1'-0"CL � � NORTH cAo I I I I I 1 I 2 1 3 1 4 1 5 I 6 4 I • (-,-)) co CEILING PLAN NOTES architects 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 A. CENTER ACOUSTICAL CEILING TILE GRIDS IN ROOMS, UNLESS NOTED OTHERWISE. t503.236.6000 f503.236.7500 www.myhregroup.com 1 r N B. REFLECTED CEILING PLANS INDICATE LOCATIONS OF ACT, GYP AND EXPOSED CEILING SYSTEMS ONLY. REFER TO M.E.P. DRAWINGS FOR ALL ELECTRICAL&HVAC LOCATIONS. • LIGHTING IS SHOWN FOR REFERENCE ONLY. Nr ‘Cr C. ALL WALLS EXTEND TO BOTTOM OF STRUCTURE, UNLESS NOTED OTHERWISE. I I I 0D Q Q c 1 D. ALL FIXTURES IC-RATED, UNLESS REQUIRED BY PREVAILING CODE TO MAINTAIN ONE f HOUR RATING OR NOTED OTHERWISE. (5" 1 FR r Y R. E. RECESSED FIXTURES TO BE LENSED WHERE REQUIRED BY PREVAILING CODE. ,, ►--3 F. CENTER VANITY FIXTURES OVER LAVATORY, UNLESS NOTED OTHERWISE. • OR AND, OR 0 J. PRIOR TO ORDERING OR INSTALLING,ALL EXITING SIGNAGE LOCATIONS AND QUANTITIES APPROVED BY LOCAL FIRE MARSHALL VERIFY WITH ARCHITECT. "."--"'""----- 1;-"-""'""""--"--"—r— , .......: K. PROVIDE NEW CEILING TILES IN SPECIFIED AREAS;TILES TO MATCH EXISTING. • L. EXISTING CEILING TO REMAIN WHERE POSSIBLE. PATCH AND REPAIR AS REQUIRED FOR NEW CEILING TREATMENT. I F 0 ...........:,.. _....> :, MYHRE GROUP ARCHITECTS 1 <........ ©M M. COORDINATE LIGHTING LOCATIONS WITH MECHANICAL LAYOUT. THESE DRAWINGS ARE THE PROPERTY OF MYHRE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER,EXCEPT 0 0 L N. PAINT CEILINGS THROUGHOUT, U.O.N. OF H MYHRE PRIOGROUPI�ENARCHITE TS. DINING PUB AREA AREA 108 O. EGRESS LIGHTING BY SUB-CONTRACTOR.ARCHITECT TO REVIEW PRIOR TO 109 SUBMITTING TO CITY. 1 1 0/0\40 1 O ....: O P. REUSE EXISTING J-BOX LOCATIONS FOR NEW LIGHTING THROUGHOUT, U.O.N. BUILDING KEY PLAN g O f Lai; ...... . .......... ........... 5 O -o „,..„,.„,.... s'-o" 11'-0" CEILING PLAN LEGEND _sz.__sz._.0 V V / ..........................,..,..... 0 moo o — L © 0o L `�- J(--/'-:'\-- : ..... .......... ............ il (-7=--- Allik . 1 11.3 27'-2" / / ) EXISTING GYPSUM BOARD TO REMAIN I co EQ 8'-7" 8'-7" ije EQ / 1 / a D G NEW GYPSUM BOARD . A r D c� EXISTING ACOUSTIC CEILING TILES TO REMAIN V 7 0 o o ■ . . \ 4 4 0 0 O 1 D . li . • •� .. • • . NEW ACOUSTIC CEILING TILES ► 4 . . w D• I I I . . ► 4 • . OPEN TO STRUCTURE N _ _ _ �% o AIL I FD Mel. BAR • : Mir 5 . 5 ► 110 <I> 7 8 4 AREA OF CONSTRUCTION NOT IN SCOPE O OO ► I I I 4 . • . . c w p AREA l> 107 1 • 0 000 o L ono o <> 40. I . .. D LUMINAIRE Q BLANK CIRCLE IN LUMINAIRE NOT ON AN EMERGENCY CIRCUIT ..• ..; .. . .• .- . . . . . . • '; : :. • . . • • . . . . • . • . • . . • . . . . . .. . . . . . . . . ..- . . • . . • : • . -\ . ...........................................''''''............................................................................................................................. I r-di .. SOLID FILLED CIRCLE IN LUMINAIRE ON AN EMERGENCY CIRCUIT 1 .... NEW EXTERIOR SCONCE PERMIT REVIEW 1 - 3'-0" n IQ I� J® CO <0 NEW EXTERIOR WALL WASHER D5 rn / / , I en ICI 11.5 ct) C I- NEW VANITY FIXTURE it:, CIO 0 p p — V V Q Q VI T-8"AFF EXISTING RECESSED CAN TO REMAIN 6-11 1/2V" 11-0 ° NEW RECESSED CAN / / / co 1 C 5'-6" , NEW SURFACE-MOUNT;SPEC:(3,----\--1 C I I , Mr�, all% # it tIt /�1 NEW SHADE FOR EXISTING TRACK PENDANTS; SPEC: �j� O D L L W DINING w 4 /� 1 AREA 36"CUSTOM PENDANT;BY OWNER ; 4 . 106 MI� .. , , , .„, .. ,, ,, ...., . , . ._ . . .. ,.. ...... ,.... ,,.... ,. ...,. ....„.,..::.,..„:,, : .,.„,<>/..\10 NY IQ NEW TRACK an, .,. ,. . . ..„..., ._.. , . , u... ... . ,_ .. „ .. . . ., ..,.. .•...._ ,,,u, „ _,. . .x 5 ch EXISTING 1'X4'RECESSED FLUORESCENT O � &grill I T I WAITING/ © 0 --(� HOSTESS EXISTING 21X4' RECESSED FLUORESCENT 1 101 O 13"-0"AFFI <> 4 1. 8 ■'� NEW 21X4' RECESSED FLUORESCENT I 1/111 O ( '. THIRSTY LION PUB&GRILL 0 3'-7 3/4 3'-0" / / / / / EMERGENCY LIGHTING —0 0 0 0 \ °' \ 0 - / ''' .-.. in n in /TN] (c) EXIT SIGNAGE WITH EMERGENCY EGRESS LIGHTING 10145 SW WASHINGTON °' : N \ i`.:::..:::::::::::..::::: SQUARE RD. \ / TIGARD,OREGON L . �p \ / :I. .................................................: \ �' t ❑ :::::::I:: L \\ /' 1 \ / In \ / KEYNOTES B VESTIBULE 1.--- - - - . ; OUTDOOR 100 \\ DINING // 1O OPEN TO STRUCTURE; SEE SHEET A3.11 FOR CEILING \ 122 / FINISHES "e? <>t=- \ / 2 EXISTING CEILING CONDITIONS TO REMAIN • \ / O O \ / Cl) \ / O3 COORDINATE AMBIENT LIGHTING IN THIS AREA WITH OWNER C V cc \ / Q SUSPENDED WOOD SOFFIT; COORDINATE WITH DIMENSIONS N \/ _ OF BAR BELOW ¢I / \ % EXISTING HVAC FOR REFERENCE ONLY N / \ O N OUTDOOR / \\ rn Ka DINING / 4**/#/iftifihiaiiiiiii~011"/NtiMiiiiiiii/N/N/0//~0 c° 1 :::..:::::::::::::::::::::::::: 1 - I ::::::::::::::.....:»::::::::. 121 / \ / \ w / \ O7 COORDINATE FINAL LOCATION OF LIGHTING IN DINING AREAS REV DATE FILE c= // \\ AND BAR WITH OWNER; LIGHTING LOCATIONS TO BE IC DETERMINED BASED ON EXISTING HVAC&FINAL FURNITURE o ccv W LAYOUT o / \ —I Z • / \ O8 EXISTING CEILING HEIGHTS TO REMAIN; CONTRACTOR TO u) n / \ n FIELD VERIFY&NOTIFY ARCHITECT IF CONFLICTS WITH NEW // \\ DESIGN CB / \ aI I / \ 0 , C7 E— 1 , 1®1 I In. F( I�. I I� ,I®1 No ict 6 :.:. .::::. 0 :: .... ..L:. :::::.. -... 2 I _ _ ..N o co PM: L. KALE 0 c PA: M. MCLAUGHLIN A E.13. 1 DRAWN BY: 0 r N ( JOB NO: 092020 0 I DATE: 07.28.2010 � a am QIQ j '. 71_1E) 4 0 :E tN A4 . 1 2 o � D s N N CN1 7;3 REFLECTED Al REFLECTED CEILING PLAN - SOUTH CEILING PLAN o 5'm� A4.12 1/4"=1'-0" SOUTH c I e60 I I I I I 1 1 2 I 3 I I I 4 5 ' i GROUP RESTROOM PLAN NOTES a r c h i t e c t s 0 44" MAX _ ^ reg —`--- 700 SW Ta or Street.Suite 400 Portland,O on t 503.236.6000 f 503.236.7500 www.myhregroup.com FRAMELESS MIRROR 40" MIN o o A. CONTRACTOR TO CONFIRM ADA ACCESSIBILITY OF EXISTING FIXTURES TO REMAIN. 31"MAX ij ��_- - 15"MIN B. SEE M.E.P. DRAWINGS AND SPECS FOR PLUMBING FIXTURES. TILE; SEE FINISH - �3' LEGEND ti 2'-0" 101 SOAP PAPER PAPER SEAT SANITARY D � D•7 4 TOWEL TOWEL COVER NAPKIN TOILET SANITARY (TP) �� `'�I� '3 � SOLID SURFACE DISPENSER O DISPENSER DISPENSER DISPENSER DISPENSER PAPER NAPKIN �� '� l� COUNTERTOP WITH DISPENSER RECEPTACLE ~ J F' Y R. , I'I.l EASED EDGE;SEE W/DISPOSAL ;0 � •I ':�s FINISH LEGEND Li.? _......._,::; WHERE • •• z } ' f WALL OR I AND,OR E ' FASTEN CAB TO = OCCURS - I WALL(PROVIDE �° WALL BACKING) 60 .' `� ) 40"MAX ` )F a CV .' LT p� i INSULATE EXPOSED -Lr-� \ -\ —1 1 / CONTROLS DRAIN PIPE AND - O ' U < tr I' AND MAX _ o O f- w _ Q U o HEIGHT OF I WATER SUPPLY 0 �, w OPERATING N N m W e N U MECHANISMS ©MYHREGROUPARCHITECTS 3 ■ LAVATORY \ \ \ \ \ CLEARANCES jr 18" THESE DRAWINGS ARE THE PROPERTY OF MYHRE GROUP ARCHITECTS AND ARE NOT PER G0.60 FIRE DRINKING (M1) TO BE REPRODUCED IN ANY MANNER,EXCEPT EXTINGUISHER FOUNTAINS MIRROR WITH THE PRIOR WRITTEN APPROVAL OF MYHRE GROUP ARCHITECTS. CABINET LAVATORY E1 TYPICAL BATHROOM COUNTERTOP E2 RESTROOM ACCESSORIES - MOUNTING HEIGHTS, TYP A5.10 1/4"=I-0" BUILDING KEY PLAN ( A5.10 3/4"=1'-0" KEYNOTES ..:1 O1 EXISTING PARTITIONS TO BE RELOCATED AS SHOWN - WHEREVER POSSIBLE; NEW PARTITIONS TO MATCH EXISTING <_ 2a NEW FIXTURE; BY OTHERS O3 ADA GRAB BAR; PROVIDE BLOCKING AS REQUIRED 1 4O NEW VANITY FIXTURE;SONNEMAN, EDGE 16"-#3793; FINISH: POLISHED CHROME O NEW FRAMELESS MIRROR; BY OTHERS €:: NEW WALL-MOUNTED TOILET SEAT COVER DISPENSER; BY OTHERS D 7 NEW WALL-MOUNTED TOILET PAPER HOLDER: BY OTHERS O NEW WALL-MOUNTED SOAP DISPENSER: BY OTHERS O NEW WALL-MOUNTED SANITARY DISPENSER: BY OTHERS • NEW WALL-MOUNTED PAPER TOWEL DISPENSER: BY OTHERS • •TYP P-04 Q P-04 P-01© TYP TYP TYP TYP TYP t 1. ,. O PL-01 I , je 2'-0" 2'-0" TYP 2,-0„el/I PL-01 klii i — • \ in A6 ,11.50 ` :i:IIIF:Ir:::!1IiUI• - SS-01 0 0 \ ri ■ ∎� En im ars1 R II, II II 1 I / kr. mommilimviumumommArai • = 11■11 .111..,„,,,r..„7,...1 cr, .....a--....... gm it,,,,z.,,c,.....n....mars \ N 1 I I/ 0 _, b 111•11 IMli=II MIMI - [ PERMIT � C-ii:::- FiI lop i lir �� ����..��■�� I T-03 I I 1 REVIEW 1. SS-01 1-03 T-02 ` 2. T-02 I �-I 1 I E1 D6 © D5 T-051 A5.10 A 11.50 TYP A 11.50 TYP Cl 1 RESTROOM ELEVATION C3 UNISEX RESTROOM 116 ELEVATION A5.10 114"=1-0" A5.10 1/4"=1'-0" C Zhirshi Lon ', __Er-:--.,-, .,,,,.,i, xx v t� ' rf , . ; ;wiII 0 If ID z'-------- — — — ---- 'N 0 ,-. \ ii \ 11 ■410 Vol or 0 \ 9 / TYP NI[ FM (/ \ 2 ' THIRSTY LION PUB&GRILL co n 5.10 O \ U Co I 4 SIM \ F CV z I 1 \ [ \ 7 ll ' 10145 SW WASHINGTON R �—\ _ Q \--- ' / O \ U SQUARE . I I I / I TIGARD,OREGON N .....,t I ti I ti � i I — I IREI 3 B 1'-1,. le vi O MEN'S OC' t3�\ RESTROOM � ..:.:.::.:........ ...... . .......:::::_........ F.- 104 I � N i __- --I-- ---- _.__ LI /� (/ \rt O- p , I ,TYP c� w / \ \ ‘ UNISEX REV DATE FILE ``'-_ / \ I i 5.10 RESTROOM / o � O I 1 \ I w o \ / TYP \ I / '/ ..,i � � \ 103 ^ — 1 — - - - - - -1 I `/ e , E co NI ' 1 ® WOMEN'S HALL a �� 1 5.10 / RESTROOM 102 L---411 I °±.I I / 103 . GFI c 2 0.A O 1 \ I / - - — 3 .it". 1 iit> 4> N I 0 PM: L. KALE u) L c Q L — I I PA: M. MCLAUGHLIN 3 A I . . a ........................ DRAWN BY: o opt JOB NO: 092020 .................................................. . - ........................................------------............. ......... . ................................................... - .......-.......................................................................... ...----�----.................----................................. O D ATE 07 2 8.2010 urs EQ 2'-6" EQ ao / / / / c r C C 0— � ' S'-10" o / / r N A5. 1 0 1.__5 l N-. ON ENLARGED Al ENLARGED RESTROOM PLANS 103 & 104 A4 ENLARGED RESTROOM PLAN 115 o a RESTROOM 0 A5.10 1/2"=1'-0" A5.10 1/2"=1'-0" PLANS �0 I I I I I 1 I 2 I 3 I 4 5 I 6 4 E a r c h.. i •t e c t e 0 elk 700 SW 6.6 Taylor Street,503.236.7500 400 Portland,Oregon 97205 ilk eel I " ems*, _ VI 1/4 t 503.236.6000 f 503.236.7500 www.myhregroup.c0m J` B6 > Z..9 r ST-01 I O ;ILAI L ,I Ili— J n o D . 11E111 MI ARC . ) •© n OO O O <. ST-01 c ( ST-01 ~. Y R. 4-44 ,■ IRE <> a 3 26 • E EQ. 2'-6" EQ. EQ. 2'-6" EQ. II EQ. 2'-6" EQ. • POR AND,OR Jit y y y i y y i y i i i � VERIFY VERIFY VERIFY VERIFY \VERIFY \VERIFY CON-02 ICON-02 •. •' 45Q)* ._ — O c. � I I ° ; I 1 1 y P O I • 01 Z 1 L .L.. I I I I �—. L I ] d -- i 1 1 I ....._._ T._. T. .._.__..a I L 1 1 I ... .. 1 ; 1 I j ARCHITECTS - - - - - MYHRE GROUP ..' 1'*71.. 4".."1"1"ftift.....\,............. G Ili (E) (E) E E (E) (E) O O - THESE DRAWINGS ARE THE PROPERTY OF 1 MYHRE GROUP ARCHITECTS AND ARE NOT r TO BE REPRODUCED IN ANY MANNER,EXCEPT lam� p .� »r i�'£:�>j iY{tir3r:�t wws�wws b. B3 ■ '� B3 WITH THE PRIOR WRITTEN APPROVAL 4'-1" A6 M OF MYHRE GROUP ARCHITECTS. i 11.2 11.2 TYP A5 TYP 1-2" SIM or lir lir . . li ii TYP E3 ENLARGED SOUTH ELEVATION AT PATIO E5 ENLARGED EAST ELEVATION AT PATIO BUILDING KEY PLAN ED / I P-08 A7.10 1/4"= 1-0" A7.10 1/4"= 1-0" - 0 D E r sea: - 4 .} _.............> P-07 } MI OM i 1 10."1111111.411. qiir R-01 „„„,:.:T„:„::::::::::„„,ii.,„„:„:„„:„..,,,,.:,„„:„:„:,„,„.:,.:_..„,„„„„::„„„„„,. O P-08 .. / \ I B4 ST-01 A 11.2 / P-08 �i&�. o o � o _ o �` - l o a i o e bo ` I , �-- E01 IE011_I ii _ ST-01 .. C6 LI::. A 11.21(!: I,OF • ST-01 1 -3 1'-3" 1-3 ,.., 7 �� �� P-10 C5 8'-1 1/2"± 2'-6" 8'-1 1/2"i2"± I 8'-1 1/2"± 2'-6" 8'-1 1/2"± y ` 8'-7 3/4"± 2'-6" 8'-7 3/4"±/ / --;\ • / \ 1' D ST-02 I / \ 1.20 VERIFY VERIFY VERIFY VERIFY VERIFY VERIFY <>1 \ I ST-01 I .r • 1 CON-02 I / __ a \ ! .. I CON-02— CON-02 o o / I I 1 � 1 , C4 • I I I 1 U \ - - / I I I I I :I I: • ' • . 1 \ I (E) E E • : I J 1 I 1 • �: n' B3 ` � ♦ • O 11.2 A4 TYP A5 i VOT D1 ENLARGED NORTH ELEVATION AT MAIN ENTRY c_.,3- \, ENLARGED WEST ELEVATION AT PATIO TYP A7.10 1/4"= 1'-0" 01 1/4" = 1'-0" A B D1 D 4 0 0 0 '7.10 S ie --"— PERMIT _: x - R .. s.. r - ,_,„..,. :,..,,,,..,....,..ti`�. r REVIEW I P-08 t• {r yv:.,,rr.,•::..:. .:»x. •:. i tape , { w�H w,»xn.»,„,,•v:.x:.,:wn:M,,»..»v.•.M»».v,.•. wf.»•:::x .n.,:.$1 .v» x , r . x,,..„,mm .,•,,..,.:::.,,•:.x::nxx:.,...rn.::::<:::,::.,._:.x:..,•.,•,..,.., x..:n,,. ..:.r....:x.,:: •::.:x:..w..:.:.:.,.v.:.:.n.,v.:..+{,.•.•.v`xv.,vrw.....v..w,.::n..w:.,.x:.»:.,:vnw..»m:v.,r,x,,wv M• : xxnwnvM:xrxn r{x n•.v:xrrxx.v.rvrxn»rnr,xvmxrrxxw rx nxv,x,.:..r,.v»x,v.vmxrnm..:.:r xx.x,»x,v»:»x„rx»x:n::::::::::::»::,.v.,xnxvwwnrx::w:::::w:::x::v::::.w:::w:::.,»x.,.•.xwv..vx x nx:.x,,x.,x,»x»,»•»n •,:.xn,n n a , ,vnvxxnvxxr:rxrnxvxrn,vnx.,xx:nwn:w:.vxx:x.»,:vn,vn:,»,vnvrx::.xvnx„•nw.vxrn wrnxn::xvnv.,n»vn•x x vm„ a. x nx: x :,.^ j $ n »,w ,»nw, w w x n w .:x:m :xM�� n g w fiw xr w�..„... _w :w _..... »,w .:::.,,,:...::._::.,.,..:...,..r..r.,...:..:.:5n.,..:....�..�'' ,...,.:...�.w.v,.,.�...-.r�...,..�..�..,..,,.......,.,...,.:,n,,..:..-.w.. ;£ } rrxxx,.nn,,.rx:x,wx,w::x., : v } 1 I >„. v,..a.x..- $ � vnw,»,vnv:xx:x,r.», ,»w.w:r.,w,�,vx�,�r:x�,,,.x:,».:x:,::::::::::::nwmmrn..w� .n,w.:.wnv::n,v.,,,.mM.,»w, ,r�:.mvn:w.vn„ ..wM„w:xx:::xw.x,v xxx».x,rmxrx::.wnvm�rrx�,,..vxnvxw.• .4404, 0011 MN MEI MN 7 } '� • max._,» `•..-,.:.' ”. »:�. .h ..-.•' I„�e:�r--:,srn.._:.r.�nr•�..t.:,�.:.:•.�..•x._: o ( ■ I ,, 2 1 x:M,..,.,.:nw.nwn.:rr.;r.,,,n, .,x,»n»,,»nvr:; vnw::.,v Mxxwx 1 I P-10 �, {. u,-.v �;; # z P-10 C x• ¢ si Z} ic-H f. ............... < X. .. E{ r »„ n :»»•. ...v..,..,,.n„.w..,.n,,nx,�.,,.x.,x.t,,n»w»�:...x•.,.•w.»»x.J.-.•x.,.,,n,..».,,w.,� iiiiii±,« ..<r., ,nnr„n w,..n . r...,. ,,.w . ....t .M x. . <. „..n.,.�..,.r.xxr.,,w xxx».�Y. n„xr:xx,x<�. ..�x<..x.xw»Tx�:n.wMnw:..�,� �,� x,r”»��wn.,�t,x4:x»a�w:..,�»x.», ,,,�,,n ., ,. , s»:,,,�,» x c� n »»„ f 33{ {».x.n ,::n,,,»x »,, „xw�w:v . 3 ....,...uo:•:,,..xe.,-,��wa,»xvv».xm.,..•,w.:.v,:,:v.u,:.vrx..v:.,xo».cu x, : . h,:xxx :x. ., , n: x:vnb w I } {� 1L ' .y f'1 ' _• 1 1 v i {+ , M h $ { , i 5• , . • : _a -:t x;rt:\ r r: `C « v:s : e e+\« I `: 710 �, � ' n ^ \ 'r F-1{ 1 MI I•1 g ».,.. { ✓ .oxti, xemtKSU ry.we< .. x ,, »,»vm .w� wwxx rn w...........xx w x_ w....................................... , >,.. v.:x,..x„»„w...,xn:,�,.w.•n.w::,::.,w..nw.nxx,,,�.,,.n,nn.x,,,..,,,.m x,»,:n.�,,,w�.....................__.......,n<.,x..»wxnw,.,»„»,n vn»wn,,.:.,.,.,,.,,..,,..,.,,,.,•x..,nwx.n..rr.nxx,,,x..v x., w,�,nw.,::»M,�,n,:,,w„�::M,,:vn,.xr,�,,.�x..,,. , ,,.,n ».,w ,.w,.,wn x r _ �.. t 1 , P-07 P-08 P-08 Cl * &grill 1 WEST ELEVATION I(.c4`� SOUTH ELEVATION A7.10 NTS A7.10 I NTS CO D B A 4 THIRSTY LION PUB&GRILL 0#44 ri — ,.„..._ . • ...2.,,,„ s--_—_-,:_______ •- -z-vz„.---•_. i �,-j .----- �.,�,e—•+xx+' ,. +v.•rvW.:.. 4••. "•r.v 4-4:'x:...1".,... _E6 P-08 _'fr x,:..`............. ; ( P-08 Mw P—OS 10145 SW WASHINGTON ”"'n�w x P-07 P-07 P-07 SQUARE RD.w:: x vx::x v::xk. »vx.w .,x{{ :t}}�,,--- .>r}:-1.7.10 . . .. .. ::: ::. I TL: L: r. OREGN„.x,wr. ::..r...,,.,.,,,n .»x..,,,,.,..,.xn,.nv �nw.,wx »,vxvw w�..........w:.,...............� n, xr:.,.x .,. .,,..n,,..n.,,:nyv»:.,,,.,..,vxx:xnx x..xn•:n�::..v.:. ..nrx. .:n, .w.xw,.,„»„•rn•.»,•xr :.,,,,•n„•:.,,.. .•:.,,-.,,,,,,•.,,.,,•., .,•n ::.». .... . ....: r: rx n v w:.•nwnrxw,:.w:,•rr:x„»w.,w.,,nr„vxv.,nr,::::.�:::.w.•rx:::::::::::::::::::::.w.w ,•.,•:,.•:::::».,,:n•.,•._::,.,.:nx..•::.,•::rnr::r,•rrx:n,,,»„w::.,v,x:::::::.�..•::,xxrx�:.,•:n.,•:.,,•. x:vn:.,n.,•:::r::xn»•.�.:,,,•:::,.-..:,• •x,•,w. .n. x•....... ..n :r...,:.,n, ,,,,,,:,:,:,...,n.:,.•„»..,.,•,»,:,,,,,»,,:,,..,,»„r,..:,n.,,»,,,..,,n.,n.,,..»,:,.•..,n:.,x.:,:,:,:..::,,::::.,•.,.. ,n.,r..,,x,:,.i•»..,,,::.:.,r,:.::::::,,x�j`-,xr.,•r.•.,.rr,,.,.w-.....:,,.r.xrr:..r,...,,,.,........xr,,...........w..x..,.",,. , ,,,,•r.,rx... Q �• a 33 �8 # .xx,,,w.::w,.n,,,»-rnm:,,n ,.,,n.,r,,.. :..x. r«w.rrw,•r.�,•w,•»r:.x», rn,•r.•rxwnx: x,M:x,.,•.,.wnn.•rrr..,,,rn.nx»,•.,,,,x:.,wM,.vn»„,,,,»„»nY.vn»n,rw�,•.w,wMr..�,.•r.:,w:,n,,,,,» ,•rn nrx..w ,vnw�,»»x,Mrx,•n,,,,�w,.,. .n.w,:x,.w,,,�,�,»,».r,w.» „�„»,w.w., r.�,x. »,�,,,,,,,»,»,,,,,,x.r:,,,,,::, x»,,,,,, ,,,,,,L x,.,.,:..,,,,nr,r.::..,,rnx.,•.,,K:,,.,rxx:rx..:x,Rrrrx.,,�,rr:xRVxn,.xrM.w,�,,,,wn,r,�,wr.xr: � w„�,r n::,,,r,�,,,,,,.x:.,...:n,x..:xx:,,,,..w.:.».:,w.wxw,.vrw.n.x,:r.,..,x,wxr.,wxrrn,,,•,.,.,.,w.w,nr..,M:.•.:•,,,,n»,xnx,•,.:.»,,,»wn„».n»,vnwxn..w,,,�w: „rxnvx.»w. xx.nw.»,w., n,:.•:n.n,,.vrn,xxrn.»v.r,,,,,,,,,,,,,,,,,,,nvn»,w,,,,,,v.,,,w,..,,w:.N„»,w„�„�.w.rvxrn„•n„ »,"i r :xr.,:w.,:.:,,,,,,•::rr. ,»„•::.»,,,,,»,,,n„•:.,,•.x„„»,,.,,,,,,,wl„»,•x::. ,x»w,,,•:::.,x„w. r.�„•x.,•:xrrnwx:*v:.v,,:rn,v.v,�:.•. v .n,,,,•mxrwn,:n,.xr.»vxnx.,:,•r. „•. .m n»,w.w ,w,.wx,» „», .nwn,,,n.,w::x.,`}�$, ° ms-�n•.a�xv-�•.r,+�rr:rlaiN7t7 w..u•�s,v,-mtr:T,.v. {I a i ^ I I .v.�.v. t, f�•t :3vt:din':;rsv::.l.✓.}ouw:c,'':av'occ P}'}M2,3 ',o't x ._.� B I: ��• '7.10 1 #:-.xw�x».::,::x.:n..,.x,x:.x ::.:..w..vn,.w.v.n.xw..n» ,;,,,.x Y:MV xv.»M.nw» vnMx»M ..,wn m w x::N .xM wwx:m »vN. .. 4, ».... .x�w.......__.xx w`, n, . .::x:.wn .n v:»M...,w:.w:nvvxxnx,,,, ..w:nk„vn vN ..,.n, -n. . .x ,,,,, : x �rw�r,�„vw�r.»............x�,,,�,w_,w.wm.................................................:�r: ..x�r,�,,,•::x:,,,x:,, ..:.:»,,,,,,,,:,,:,,.:.x,.,,..»,wx„x,.......n,,,,:.,,,»»»,x,,:,,,»»..»»»„xx,,,,,, „»„»,:»,:.,x„»,»,»,,,»»,.,:.,....»»..,..x..,..n,,,.,n,..,,,.,...,,,....,..,.,.,..,x....,..,..,.,....,,.., � INF :, 1 i‘ . .:::. . . k' 1 I) : .C, ::: im 11 1 I t , • • x ..w»w, .E. � � /:xIifiT:I1Ju1 ..,,.,wx.:. ,....,.:.....v:n,...........x,. ii: , P. Ai .... �..,x..,,,v...,. x..n ::..f;:, :n... .... — ,: x:: Ohl• r....:::...:::...n»,,.,.,.rn,,,n..w:::M,..,•..r:.w,:.,.n,.,.,-:n,,..v.,,.:.,w„xw. xx,�,rx,xxr,,,,.,,,rr....,,.....,x..,.,...r..,....,..xx,nw.:,..w.x,,,.,.,.,n..,.,:....,,,,rxx,r,,.x.,n....,.,.....,...,.,.,,,,.N,rmr.,n,.,rrnm»»,wnx,..nw:,.rx.»,,..��,..»»,x»,.nw.xx.,,:vx,�x,.x,r,�,,,�,w�.xm,v.r..x..w.>_n,,.n,.,n�nr:.,:,w:n:xw�,vn„x......,x.r.,.n.,, , x» „rM,,»,�,,xxxrx... �:xMw:x.u,n n . . . n. . .. ..A,.:{.A,nk,..}}...M}.v..{.,:{Y.:C4:OMA:•fi'.fi.M.-0 G.W.r frrYff.{M\hY�W)EO,M%,M•r}hn..M'0.'Kv:•}ft{{?:fv,fi.}iv:A{•.{•fn:XUn F.{{,..\'T:}...:i{{+YYr..{N.,..Yx.v.f.+fnvn..F....{.{+.:}.{•FfM.try{hdf.,vrx..,f.{,::K.}....•}.fi{{ryf.An�C,,Yfi}}}OOdONPf00WC{W:.......................:YrYA:tCO:•x-0,{.{%{J'YA00�]OP]WNOGGGG]GPOGPGCMW.IFi}X fAM�M:S:•}4h'•CVM:'rY.•:•Y.+F.{•i„Ottn:{OOPS,:Y:,t}}:tiv:{•'rn1•],'•'F.{L)Wh:• •rnv vv,.•y , '..Hx...,::.v)bD� ...........,..,,,„,....,..,_____••,„,.._..............., Q �` I P-07 I I P-07 I o P-10 I P-10 I P-08 I P-08 I P-08 _I I P-08 I P-10 N t) u) B1 EAST ELEVATION B4 NORTH ELEVATION UJ A7.10 NTS A7.10 NTS REV DATE FILE 0) 0 DOOR TYPE EXTERIOR FINISH LEGEND KEYNOTES GENERAL NOTES CO N O T P-07 BODY, EXTERIOR PAINT PER SCHEDULE(NOVEMBER STORMS) °' ” v� 1 (2)3'-0”x 7'-0”WOOD DOORS WITH 6”STILES,TEMPERED GLASS. SEE DOOR TYPE. A. NEW DOOR HARDWARE TO BE COMPATIBLE WITH EXISTING FRAME AND STOREFRONT E / \ P-08 BASE AND ACCENT, EXTERIOR PAINT PER SCHEDULE(GREY LOCKS) SYSTEMS. a / \ O2 30”W x 9" H GALVANIZED SHEET METAL KICK PLATE T Y GLAZING PER SECTION 2406. GLASS USED IN DOORS AND �� / \ P-09 EXTERIOR PAINT PER SCHEDULE(UNMATCHED BEAUTY) B. PROVIDE SAFE G G OSSC a / ' \ 3O DOOR HARWARE SET ON 3Y2”W X 22” H PLATE. HARDWARE BY OTHERS. GLAZING, INCLUDING BUT NOT LIMITED TO WHERE LOCATED WITHIN A 24 INCH ARC OF U i % EXTERIOR PAINT PER SCHEDULE @ALUM. STOREFRONT FRAME,TYP. THE NEAREST VERTICAL EDGE OF A DOOR AND UP TO 60 INCHES ABOVE FINISH FLOOR F°- \ \ / P-10 4O RING RAIN CHAIN OR IN AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS, SHALL (BLACK TO MATCH METAL ROOF PANEL) \ -11161%, / BE TEMPERED OR OF AN APPROVED SAFETY GLAZING MATERIAL PER THE BUILDING > z.-14 Oj P-09 I ST-01 EXTERIOR OIL FINISH PER SCHEDULE(NATURAL) 5 DOWN LIGHT AT EACH COLUMN,TYP. CODE REQUIREMENTS. Q \ . . • 0=TEMPERED CV N--\ • • -v- - - ST-02 EXTERIOR OIL FINISH PER SCHEDULE (DARK) O SIGNAGE BY OTHERS PM: L. KALE N. C. PROVIDE COMPLETE WEATHER STRIPPING AT ALL EXTERIOR DOORS A © O I P-10 I I CON-01 SEE FINISH FLOOR PLAN PA: M. MCLAUGHLIN E.3 TYP. D. ALL EXTERIOR GLAZING TO BE THERMAL INSULATING (GL-5)PER ENERGY CODE o © I CON-02 CONCRETE CAP PER SCHEDULE,TYP. DRAWN BY:AT UNLESS NOTED OTHERWISE °-Tr JOB NO: 092020 L MR-01 STANDING SEAM METAL ROOF,TYP. E. ALL EXTERIOR DOORS TO BE INSULATED DATE: 07.282010 sa E (E) EXISTING WALL OR PIER = a a,,t- ' ,,,, NEW WALL OR PIER top .;::.:,::>:::::<..<.:.::•;.:}•.} I——5 A7 . 1 0 . __, ... ”" N 6 EXTERIOR ELEVATIONS CD (00 I I I T I 1 I 2 I 3 I 4 I 5 I 6 MYHRE • GROUP KEYNOTES architects P-01 O ::::: P-01 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com 7 I WD-01 TYP TYP O HOSTESS STATION; BY OTHERS / <> . 2O LOGO; BY OTHERS O PAINT EXISTING TRIM P-05;TYP -- 4O PENDANT; SEE RCP .Ak'D AC 1� C'J `, <1> \ ' 4.1 ,1 :\. ffr_ )„ IA1 l"'1 111, 1"1, I" ''''''' \ O5 ::::::::; COORDINATE WITH CASEWORKER � ' Y RO 4 a 0 1 • • E TYP. I S a 7O WOOD CAP TO MATCH WD-02 POR AND,OR s O I I o w O CHALKBOARD MENUS W/LOGO(BY OTHERS); P-06;TYP lit, �}cn 00 ° g 37"TV; BY OTHERS OF Zo 10 50"TV; BY OTHERS I 1 0 RECLAIMED PIPES TO BE FABRICATED INTO CUSTOM COAT ©MYHREGROUPARCHITECTS __ _ RACKS; COORDINATE WITH OWNER THESE DRAWINGS ARE THE PROPERTY OF I MYHRE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER,EXCEPT O SPECIAL FINISH; COORDINATE WITH OWNER WITH THE PRIOR WRITTEN APPROVAL WD-01 OF MYHRE GROUP ARCHITECTS. A2 4> 11.51 E3 FEATURE WALL ELEVATION E4 LOBBY ELEVATION 1 BUILDING KEY PLAN e) A8.10 1/4"=I-0" A8.10 1/4"=1'-0" I WD-02 I I in <> ._._ 0 1 " 5 5 8 O - `� I P-01 - 10 10 10 D O �- I WD-03 10 'Co I WD-02 I I - - I 1-04 I �/� \ • AN O TYP. TYP D3 PARTIAL HEIGHT ELEVATION D4 BAR ELEVATION A8.10 1/4"=I-0" A8.10 1/4"=I-0" P-01 TYP <>TYP NNN PERMIT REVIEW C <>;TyTYpP I 11 .tom lion , C- b. . " i J1' - rriii Lr� !it _1=:::: ` 4 3 Yb r49 \ \ ___ ,_ I CPT-01 I I WD-02 I FAB-01 I FAB-02 TYP TYP TYP . ~ © TYP : : , - Y.f,. C2 EXTERIOR BENCH ELEVATION C4 BOOTH ELEVATIONS 111.1,b Will A8.10 1/4"=i-0" A8.10 1/4"=V-0" P-01 I TYP THIRSTY LION PUB&GRILL 10145 SW WASHINGTON . . I n 11- i F-- I I - 1 SQUARE RD. TYP 1 11 I TIGARD,OREGON I - �- 10 ( I( I 10 a Q 1, -;� O � 0 , TYP I 11 I I ::i 11 I 11 B \ LI ' - it 1,_ 2 I 1 _ 1 I I I zi? 111 I -6, i::') \ I r:ii � ,D I, 1 1 -D. J i O TQ WD-02 FAB-01 I WD-02 I . '� FAB-02 I 4 ••TYP J TYP TYP " O " BOOTH AND BANQUET ELEVATION o B4 c w A8.10 1/4"=1'-0" _ — REV DATE FILE ti O co " O ..,I a) cn E P-01 I a) TYP ai c a) L3 0 I— TYP a) > I -1 7 I- 0 1 (I PM: L. KALE • c» 1 3 A TYP 9 I I� I I PA: M. MCLAUGHLIN• i O 0 I I I ( 11.51 DRAWN BY: o SIM JOB NO: 092020 I C. DATE: 07.28.2010■0 15 7 . ... 1 to L1 M o ,— o d ii o co co I_FAB-01 I FAB-02 O 0 TYP N 7b v INTERIOR BANQUET ELEVATION ELEVATIONS o (_;_ A8.10 -ma) 114"=1'-0" coo I I I I I 1 I 2 I 3 1 4 I 5 I 6 FA Y. H R El GROUP architects 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 F5022367500 www.myhregroup.com 1/4,■., , 41:,,,, c , If Y R. r-r-4 It I' (..--)• c4 0-3 , . • • E OR A D,OR r IF a- , ©MYHRE GROUP ARCHITECTS THESE DRAWINGS ARE THE PROPERTY OF MYHRE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF MYHRE GROUP ARCHITECTS. BUILDING KEY PLAN ED !!!;-„iiiillitaltiallri:::::1110 ::-:-,g:;:::::::::,,,!%iffi:ii:::E.!!:::::-:ti§:e.1,:i.i:I;:I...il.;:;;M:,IIE::::::;::•gi -------------- ...........- -....-.....-.....,..,....- '--------- •-••••-•••••••••—••••••-•••••• .211.11,511n1111,111,1:1:, ,.,.,:,-• :::::=,:ig.:.:-:: ...-at.,:::,::„-::.-::::::::::::::::•,,.:::::::::::::::::::::::w ) D c. (E)STRUCTURE 5/4 (1"ACTUAL) 12 X I q(E)STRUCTURE CLEAR CEDAR, v■ loxi lox ::?..-;.:-;::::;.....,;;';•- ::::?.:.-:',Z.:::i-',2:.',-.:,:-'..,:., P. 1'-6" 1'-6" ._........110 / / EXISTING <> S BLDG Miglit (E)SOFFIT FINISH 1'-3" 1'-3" STRUCTURE ----„.s. , -,.., / / . U PERMIT 10 BACKER ROD AND CAULK, TYP. \ A,/ BLOCKING AS REQUIRED '-. (2)2X12 CLEAR 1 1, / 12X '-'2 -lox iox ec i x 0_< REVIEW rA BLOCKING PER STRUCTURAL \ MIIIIIA %MAW- ' AffAlif Mel.ifilW1.1 10.07 /WM 1:61WHNO:WAS — Arr....-. CEDAR 'BEAMS' "0 //„ Or; ° El .9 -I.---- FWINITISHHEXT OIL PATIO, _ ,-- 0.) 0 12 X 12 X 6 X/4 (1"ACTUAL)CLEAR -' 0 0 0 tox@pox loisio. 6.,r,o) lo .0-r.oliox 1 --■/‘ CEDAR TRIM,TYP. . X.., ,c BACKER ROD AND CAULK, 00 ' .• .1 0 6 X% (1"ACTUAL) 0 0 KEY PLAN PARKIN G1 ,, Aglik.. g NTS \ CLEAR CEDAR DOWN LIGHT M. C —rwilliillif0 TYP. P I TRIM,TYP. \ ....--- -, Zhirsiti Lon -, 1101 .11144/ rA4 ---3 38"X 38"PIER CAP, TYP. (SMOOTH PEAKED) ,-, 'T 0 4 p MITERED CORNERS STEEL PLATE WITH BOLTED CONNECTIONS, 26"X 26" PIER CAP,TYP. BELOW(SMOOTH PEAKED) \.'" MIMI -- - - ...--_-:,....................................... 0 LINE OF PIER i:I=" :=:=r.'"N•tiv:&.-..w.el.m:,,v, - .....-- riO Or < : - • 4 • .. -4 12 X% (1"ACTUAL) ill I ( I \ 4 SOLID GROUT SETTING At 41/17 17 Miff r1/17 ,P711;"1/171,. 38"X 38"PIER CAP, vp- fri leo lox ioxingt lox ...,....,_ , _ , ...,..._.,.,.. . 777. . \ CLEAR CEDAR,TYP. i "::',.•;• , '',,_ , .7k,,,,,,,,__,,,, ,, . . CONCRETE PIER 12 X%(1"ACTUAL) PA • • ' .:kk.--.-„-:4-:,,',- . .R.Z.,-;..•:.:'i.,';;;;..:...-:. iA \ 9 (SMOOTH ....-- CLEAR CEDAR Wilam_ NOTE: SEAL CEDAR WITH . \ Aillk/ -.1 .1, v NOTE: SEAL CEDAR - 0 _ EXTE: R • L FINISH, EXTERIOR OIL FINISH ?! -::=T':=. _:ANtal'E'''''' WITH EXTERIOR S- CUT ENDS \ ... „ -4.>•-, --• i - --- --, OIL FINISH ,_. a . ,,,,.. ....-•-'' --------. .,---- ,.... — plib &Will C4 PIER & COLUMN CAP AT MAIN ENTRY C4 TYPICAL COLUMN AT MAIN ENTRY gb • • OLUMN, TYP. - ELEW-ION C6 B II 4: - NTATION AT b. ' 10 all" A11.20 1 112"=1-0" A11.20 1"=1-0" A1.40 1"=1"-0" ,- A11.20 112"=l'-O" ____ ; , , , • 6 1/4" 11-7 7/8" VARIES _ ______..........mmo... GSM PLATE COVER AT l' — — _ / / 0'....""m". C LUMN(S)PER A2.10 ' -sc.- SEE EXTERIOR ELEVATIONS , ,. kr d ... — iii GSM CAP FLASHING AT ' -.....-_____ A3 BEAM(S), PER A2.10 METAL CLOSURE MET ' CLOSURE THIRSTY LION PUB&GRILL OVER COLUMNS 1 MET 11.21 g n GUTTER SYSTEM, PER A2 0 S BEAM(S)PER , _• , • 1 il: GU . R SYSTEM g' T.O. bri.,..... 11111 STRUCTURAL, i- E T.O. BEAM op mt 1 „mit CLEAR CEDAR liri [ i 0, WITH EXT OIL DFOINWISNHLIGHT 111) . ..._... \ ........_: - —",---...... .. (2)2X12 CLEAR CED . DOWN L T Q.i I I ,I, I r il) 10145 SW WASHINGTON WITH EXT OIL FIN!'"1 *I SQUARE RD. k B.O. I 4, al! Allib." 4... A Ill SCREEN TIGARD,OREGON TS.T°E.h(nEWA{.L / I 1111141tAL C(2E)D2XA1R2„CBELEA‘ 7,,,,, <> \ SWTEELEDLE PLATE TO OT EF FLAT A T. -- STEM ECONCRETE M WALL,T TYP.p. BAR STEEL FLAT BAR TS FRAME <,- 1X6 CLEAR CEDAR WITH C VIII M..' .A4. C 0 0 1 BEAM(S) PER / STRUCTURA '',/ DOWN LIGH I . t BLOCKING,'ER BSSTOTFE:TIEjEl.C.DTPU70'TiE WITH TYP. ; '1\11-NECTIONS, ° 44: ° ..___ (2)2X12 CLEAR a 40 o CEDAR"BEAMS" WITH EXT OIL FINISH STEEL PLATE WITH *42 ......_____.__ ..__. ....... _........_ _ Iwo T yBk5/4LTEcExDTLE CONNECTIONS, ;Ft C O■11 ""41,111i C 0 7 • Q 1 ito 41.0 111111111) WITH EXT OIL FINISH BEAM PER STRUCTURAL I I BLOCKING AS R;-1,UIRED STEEL PLATE WI,I BOLTED CONNE: IONS, TYP.B .'"'"'■..„_.........._ss...._..,.......„_. 31) EMBED IN STEM EXTERIOR OIL FINISH, POST P R STRUCTURAL ARRI0CRE0DIALR 1.1r POST PER ST" CTURAL v. WALL SEAL CUT ENDS !f ab.,I 0 0 FINISH,SEAL CUT ENDS 1.1r w (4)EQUAL GAPS CLEAR',EDAR WITH I __ CLEAR CED A WITH O EXTERI.oR OIL FINISH, 4, MI EXTERIOR • ! FINISH, SEAL CUT • DS 01 12 X%CLEAR CEDAR 7. NOTE: GRIND SMOOTH ALL SEAL C IT ENDS ,; ......-----'--- ---- WITH EXTERIOR OIL <I STEEL WELD JOINTS 0 FINISH,SEAL CUT ENDS ti 7 RING R A CHAIN o . , c., 0- I V o c\I , C:9 PRE-FABRICATED SCREEN, TYP. 84 TOP OF COLUMN, TYP. - SECTION B5 TOP OF COLUMN, TYP. - ELEVATION I" B6 TYPICP1L CANOPY GUTTER - SECTI IP cn i- A11.20 1/2"=11-0" A11.20 1"=11-0" A11.20 1"=11-0" , A 11.20 1"=1-0" w w ____ e REV DATE FILE fetik. ivila i t 0 0 4, It, CO , ,..L NI SHOP FABRICATED SCREEN : CD ak T.O. , 40 w STEEL PLA WITH ...,1 ILI SCREEN \ PROVIDE SHOP DRAWINGS FOR .,, STEEL PLATE WITH I 0 -1:...}* ARCHITECT REVIEW. BOLTED CO 'ECTIONS, . 0 0 0 BOLTED CONNECTIONS, [ Z:) ] 410 TYP. •E 1.5X1.5 TS FRAME PER 1" ' 0 IP to" a. ,..-"'" FABRICATOR / 0 • 0 C '' Q ] EMBED PER :,RA SuEcATuNRAD L I 1X6 CLEAR CEDAR WITH •C N1 <--- Iri ----) a) EXTERIOR OIL FINISH . - FASTENED TO STEEL PLATE 40 Li.i. . .. . 4 •.• 0 ... 111, .' . . . . o AT EDGE - , , if ,i .k.,. ..______ - ,-. 1 <7 4 • . - ' ' 40 STEEL PLATE WELDED TO / 1 *.l. 1. .: ', 0 • - 4 ° . .• . . - 38"X38."CONCRETE PIER • • I 38"X38"CO RETE PIER ,.E . END BAR BEYOND I• 4, 40 CAP(SMOO , PEAKED) .9. -,•, CAP(SMOOTH, PEAKED) • - - < • • . < cs, - STEEL FLAT BAR BEYOND ,... '- ',/ , 4 • CNI EMBED IN STEM WALL -'5.1:. N„ 4) . ,,,• , : 4 illt _I < • • SOLID GRO SETTING PM: L. KALE < NN ' I SCREEN . 4$ . PA: M. MCLAUGHLIN ) 3/4" , • lt, . ak T.O. (E) -\ 71 SLOPE TO DRAIN,TYP. ' . - 4 • . , A -- a 4 - 2 Iv STEM WALL 7.)`-' \ (--- .-.._.) 4, 4. • 4 • 4 L DRAWN BY , RING RAI, CHAIN, SIM. 8"X 24" CONCRETE WALL , i' . o / .--. ...' •- 7 <7 . • • 4It JoB NO: 092020 • c) CAP(SMOOTH PEAKED) , - -4- BENCH / . .4. .. • 7._-- SOLID GROUT SETTING 1."`----..,, < • • a 4.0, DATE 07.28.2010 4$ RING RAIN CHAIN, SIM. • 4 • - 4 I • • 0 —\\ \ 14"X 24" CONCRETE ,, ,, - . I otS ' = WALL CAP(SMOOTH I,, + 0, . 4• -a • 0 .,c E \s • • 'V i:, STEEL FLAT BAR EMBED FOR PEAKED) .\ 4• 1 = 0. II ett --... ,...-. . SCREEN Zia \ I . a • . c 7 SOLID GROUT SETTING,TYP. ',:\ 4) ---.....„.........,....._ • < • 0 11-0" .. -A I CONCRETE PIER o,- EQ.EQ. N (E)6"CONCRETE STEM WALL (E)CONCRETE PIER d :::i / • 4 IIP>.c. ,N. • • .4. -......„........ • • . . a I 11E. / / / NOTE: SIM. CONDITION IS WALL 12"CONCRETE STEM WALL ''t , 4, 4, ..E" 8,CAP ONLY, NO SCREEN „ „ 0 i- . • - • -4 q ‹. 1 , -, . \ . 0co c. q •.. „... ( 0 ,_ „IN 0„ EXTERIOR A3 PRE-FABRICATED SCREEN WALL, TYP. A4 BENCH AT MAIN ENTRY, TYP A5 ''''--,YPICAL PIER - ELEVA ON A6 )k, . TYPICAL PIER - SECTION DETAILS 6-2 (6 c)CL I '1°' A11.20 1"=1I-0" A11.20 1"=11-0" A11.20 1"=11-• • -- 0 1 . eii a I I I ■NN......--- 1111.111 . . • • - . , M :t ? •° • G R O U P 1 I 2 _I 3 I 4 I 5 6 a r c h i t e c t s 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com R�D ARC � J1 ' . R. ,� i • • E •RT D,OR 45 O'' -' * %F Q ©MYHRE GROUP ARCHITECTS THESE DRAWINGS ARE THE PROPERTY OF MYHRE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF MYHRE GROUP ARCHITECTS. BUILDING KEY PLAN ED RUBBER " RESILENT FLOOR/ADHESIVE TRANSITION STRIP \ / CONCRETE FINISH W VE = I ---- SELF-LEVELING UNDERLAYMENT CONCRETE SUB-FLOOR ... . rte.Nom-.•,r• .v.:•...-.,,_. ... , . .- . . - _ -% TILE BASE PER a �: v "a a SCHEDULE ° ° a 4. 4 4 a o ° a ° a4 ° 4 ° °- RUBBER EASED EDGE a a ° ' 4 ' ° 4 . a 1 TILE FLOOR 4 a ° . °. a ° . I6'' • © 4 4 I, FINISHED FLOOR 4 ° 4 a ° ° ° 4 5 Ix' ts� a P►►►►►►►►►►►►►►►►►►►►►►►►�1 � A ° D3 TRANSITION - VINYL TO CONCRETE D5 RUBBER BASE D6 TILE BASE A11,50 SCALE: 1 1/2"= 1'-0" A11.50 SCALE: 1 1/2"=1'-0" A11.50 SCALE: 1 1/2"= 1'-0" CEMENTITIOUS SELF- ALUMINUM LEVELING UNDERLAYMENT SCHLUTER RENO-RAMP AS BLOCKING AS REQQUU IRED TRANSITION STRIP TILE CARPET PER 1 1/4"T&G PLYWOOD RESILENT FLOOR W I ADHESIVE FINISH SCHEDULE SUBFLOOR PERMIT BOND COAT SELF-LEVELING REVIEW PRIMER UNDERLAYMENT VINYL PLANK — x PER FINISH 2 t:` '- SCHEDULE f-- a ° 4 v < rirf \ a ° 4 ° a j C ° ° dq ° ° 4 [� ° a 4 a 4.4 A ° ° ° ' Iiu,zijz,itn1 4 a ° ,a a 4 ° q EXISTING SUB-FLOOR ; s ° A A ° ° NOTE:NEW ELEVATED PLATFORM 14"ABOVE 4 CONCRETE FINISH FLOOR. CONSTRUCTION TO BE 2 X SUBFLOOR SLEEPERS @ 16"O.C. WITH 1-114"TG PLYWOOD , { , ° FLOOR SHEATHING. PROVIDE 2 X SOLID BLOCKING , A FOR DRAFTSTOPS EVERY 1,000 S.F. MAX. � c3 TRANSITION - TILE TO VINYL C4 STAIR & LANDING DETAIL @ ELEVATED DINING pub grill A11.50 SCALE: 1 1/2"= 1'-0" A11.50 SCALE: 1 1/2"= 1'-0" RESILENT FLOOR RUBBER TRANSITION STRIP W/ADHESIVE THIRSTY LION PUB&GRILL SELF-LEVELING • UNDERLAYMENT CARPET DIRECT GLUE CONCRETE SUBFLOOR 10145 SW WASHINGTON EPDXY GROUT SQUARE RD. CERAMIC TILE TIGARD, OREGON „dig l((\ll((ly l((w(ill(rill(()l(Xlvl1l((v(lll((w(lll((lll((ll -----------------.�---------._ ._-_--------- ---_ ----.._-.___--__ .__._ __ EPDXY MORTAR ° ° ° 4 v ° BOND COAT © °. ° 4 a 4 - q ° ° ° ° MORTAR BED ° ° 4 q ° NOMINAL 1 1/4" -<1 4 a 4 A i / °// ° • °4 ° ° ° ° • MORTAR BED D EXISTING WALL a a a a e a 4 a 4 ° BOND COAT 4° ° e v a 4 ° a ° . a 4 a V. ° ° .° 4 a CONCRETE SUBFLOOR 0 o WOOD VENEER OVER _\, ° . .4 ° °. !? 3/4"PLYWOOD;WD-02 ` " Q A_ a oI UPHOLSTERY lir FABRIC; FAB-02 ii B3 TRANSITION - CARPET TO VINYL B5 FLOOR TILE - EPDXY MORTOR AND CBU w -\ Al1.50 1/2" a A11.50 1/2" ": , SCALE: 1 1/2 1 0 SCALE: 1 1/2 - 1 0 w i REV DATE FILE o ALUMINUM co o SCHLUTER RENO-RAMP o F TRANSITION STRIP RESILENT FLOOR• •can UPHOLSTERY ,, W I ADHESIVE E FABRIC; FAB-01 z CIS li WALK-OFF � +,I = , , DIRECT GLUE VINYL FLOOR j m w PROVIDE BLOCKING AS REQUIRED v cv w ,, CONCRETE ? WD-02 SUB-FLOOR w P 1 MN ((1ll((11l((�lI((llI((111(vr Ali((ill( 1lI((11I((�ll((11t((ill(Q 'N ` '• v v 4 1Iar ♦ T �' T T T T ♦ T ♦ ♦ ♦ T T T T a - ! ! Dir �� ��f������� f� co 'I .. PM: L. KALE - ° FINISHED CEILING I1.∎.JAI/11C i.AL ■ AL. Ao.∎ _A_ ■ A.i�A.�..i� PA: M. MCLAUGHLIN ""3r A -, ` i a - - ° 4 4 - 4 _ ° f N u,S2',,Q'WF4„,4-,cia'�.m,,,c..FSJi rE YA67774.-S.F` falSig./ ,14.,A1.5P.tt`ELiEr 1 i.tir�402WX,Si:I T7Fk"➢ YXStt4 •R'K..,F.. P:\3`4e... 7t�i"; o k \ 4. METAL TRIM �..�.�� - �f .� ..� ° o DRAWN BY o WD-02 - 1 - ° ° q STRUCTURAL ADHESIVE PER ©4 ° ° ° . ° v ° L MANUFACTURER'S RECOMMENDATIONS PL-01 OVER JOB NO: 092020 C� L4111 4 ° v ° ° ° I ' PROVIDE BLOCKING ALIGN 3/4" PLYWOOD DATE: 07.28.2010 4 a 4 Ja• E tr4/' q MIRROR Q_ \ \ \ ° c% 4 4 ° 4 a . STRUCTURAL ADHESIVE .T ° °. PER MANUFACTURER'S o *BANQUETTE CONSTRUCTION SHOWN FOR DIAGRAMMATIC 'E'FLOOR ° ° ° RECOMMENDATIONS c i PURPOSES ONLY. DESIGN AND DETAIL BY OTHERS. Al 1 .50 tom-5 v FRAMELESS MIRROR A o-o 0 INTERIOR CO A2 SECTION @ SHOWROOM BANQUETTE A3 TRANSITION - WALK-OFF TO VINYL " BATHROOM MIRROR A6 SECTION @ RESTROOM MIRROR DETAILS 63 2 o a A11.50 1/2'_ 11 A11.50 1/2"_ A11.50 11.50 SCALE: 1 1/2"= 1'-0° SCALE: 1 1/2 - 1-Q SCALE: 1 1/2 1-0 SCALE: 1 1/2 -1-0 .. co �o I I I I i 1 I 2 I 3 I 4 I 5 I 6 MYHRE • GROUP architects 700 SW Taylor Street,Suite 400 Portland,Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com \ TP jr Jr cV.,D ARe c_< - ..,.-- cy J lilyR. LP i ' l• r)- 4:4 II,.7 • 0-3 li r • ■ • E 'OR k AND,OR, . . ' CEILING ABOVE • Ole) a_ 0 ce w , w co ©MYHRE GROUP ARCHITECTS THESE DRAWINGS ARE THE PROPERTY OF MYHRE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER,EXCEPT WITH THE PRIOR WRITTEN APPROVAL OF MYHRE GROUP ARCHITECTS. 2"ROUND METAL SUPPORT; BY CONTRACTOR BUILDING KEY PLAN ED PROVIDE BLOCKING AS REQUIRED •:::;!::::'!'''"*.I.,„::,:i.::::.::::.:::;:::,:,:.;:::::::;::,,,O;.:.::::::.;::::::::::::::.:.::r1.:::::::::::::::::.:.!::.1 1"WOOD TRIM ' '''••"-\\•••-----""• ••• \ PICTURE FRAME .::...,.i ...r..,,,7i ....7:1,71 z......:..! ir.■.. ■glomr —go, ,!','.:':'pir::::::#7,.,,,,:iim:::!!!,Igi::::.!!!,:.:.:::::::,, TO MATCH WD-02 ..,:::3.:5::::::::::,::..::::::::::;•::::::::::::::::::':....::::;:::::::::::.:::::, \ ''"'.,:::::::!•;•:',•,',::.:::,::i'"' d!:::::;:::::::::::::::::.E:::.::::::gilir P-06-CHM.YBOARD PAINT 11, .• / 11 1 ., ... ..§ , 1 , ::..1, 1 , 1,...2" it' ,- 1 D :., .Pi ....................... ..,■..... \ IIM141 0-.0■VIII- '-:■4g3'44 . '"mm"Iii *HAlli -i''-; WOOD VENEER TO USE PIN TO ATTACH COMPRESSION \ \ MATCH WD-02 STRUT TO UNDERSIDE OF STRUCTURE / 21-0" (COMPRESSION STRUT WITH SPRING / / / i / 3/4"PLYWOOD / .' CLIP VERTICAL WIRE MAY BE / / i / USED) • . , . .• . . . . , . . . : , .• , 3/4"HEAVY TUBE COMPRESSION . . , . . . : *NOTE:ALL EXPOSED SURFACES TO BE WD-02 . .• , .• • STRUT @ 121-0"O.C. MAX. EACH WAY - - . , . . . . , • . (41-0"MAX. FROM WALLS)AS PER • • , ... . . , / „. • / s 45° C.B.C. (1998) D5 SECTION @ BAR SOFFIT . g A11.51 SCALE: 1 1/2"=11-0" "----:-., I / 450v, '''iN,., i' CEILING STRUTS /I "'-•--. . ELECTRICAL METALIC TUBING •,,,,_ 2"/ '-'211 .• / - ; II c------ 401. -- 3/4" TO 41-4" . /• , •,, / i ,„:_.:‘., —....._///:-..,____,._ It■ 1 1/4" TO 101-5" jr jr PERMIT , 1 1/2" TO 121-11" ,..„.„., - ././ ''' ,.- 1 , I , \ 45° >< ><.. REVIEW .../ , 2" TO 181-4" „, .- --- ! .- . . . • #8 GA. SPLAY WIRES, IN PLANE ' , . 45° L. ./1 WITH EACH RUNNER, TO UNDERSIDE ''' . ,..,..,_----....„....... '\\.. \•,. ,,,...,,..„,....,. .......,........_ ./....._ ./- - />';'l • • ' _ : - - ,,,,„.., OF STRUCTURE(OCCURS @ EACH COMPRESSION STRUT, 121-0”0.C. MAX. EACH DIRECTION,41-0"MAX. Ili IX D a_ i- O ° 0 r2 Ct W I— W t--- EXPOSED STRUCTURE ,/ ABOVE 21/2"STUD W/ , FROM WALLS) u) u) (1)LAYER 5/8"GWB C 0 W.R. 5/8"GYP. BD. S\ CROSS - ...■ A / A■......_ 3-1/2"WALL FRAMING CONTINUE ACROSS OPENING ,,, EthirStil 11011. - .„,_______,_____„,..........„. ' " - --' ---- . s--A,,,f7,,,-,-;..,.*:_•..,„---A..;..4,-;:.:;;;:;,, : -.... MAIN RUNNER <> CROSS RUNNER . , 7:::,,-,'N‘-. 4..r,.-l'e::',7• „.:,.„. .. _ ...., . ; ,t,, ._ :;:;,,:,,_7ni:,:i:,::':':.:;:, SEE RCP . ' NOTE: NOT SHOWN ARE#8 VERTICAL WIRES @ 41-0"O.C. MAX. EACH WAY(8"MAX. / •--:,,...Iti;,?;;;':'- FROM WALLS).ALSO NOT SHOWN ARE#8 WIRES @ EACH CORNER OF LIGHT FIXTURES ' -)>'''''''''''''''''''V-1,]:;]U0s' NqICAmo'-' GYP BD SUSPENDED CEILING BRACING TYP GYP BD SOFFIT , . . pub sc grill ! s.All5ll SCALE: NTS A11.51 SCALE: 1-1/2"= 11-0" INSTALL PER NORTHWEST WALL AND CEILING BUREAU TECH BULLETIN 401 THIRSTY LION PUB&GRILL • USE PIN TO ATTACH 8"j COMPRESSION STRUT TO UNDERSIDE OF STRUCTURE. CLIP VERTICAL WIRE MAY ,/ BE USED. 10145 SW WASHINGTON WALL SQUARE RD. TIGARD,OREGON 43 3/4"HEAVY TUBE COMPRESSION A5° OR LESS --- -.1 0 - . 45°OR LESS STRUT @ 121-0"0.C. MAX. EA.WAY , B (ASCE 7-02 SECTION 9.6.2.6) TN A CEILING STRUTS 2"&my -- , 0 Lin 0 .. , +4, .......,"...(/- '1- ELECTRICAL METALLIC TUBING "c! c) '7 3/4" TO 41-4" ATTACHED WALL MOLDING REQUIREMENTS \** cv -41 1 1/4" TO 101-5" cv 1 1/2" TO 12111" ' (0fri°' 45°OR ESS u) t- Lu 45° OR LESS ", CROSS RUNNER , uti REV DATE FILE i F.-- o co WALL c., c) SPREADER BAR OR OTHER ....I +.4, #12 GA. SPLAY WIRES, IN PLANE WITH EACH a) '-1-- RUNNER,TO UNDERSIDE OF CONCRETE DECK SUITABLE SYSTEM REQUIRED TO 'E." 11°11.111111.1.1";:' W/200 LBS.-RATED ANCHOR(OCCURS @ EACH -1411 , KEEP PERIMETER COMPONENTS FROM SPREADING APART ' CB COMPRESSION STRUT, 121-0"0.C. MAX. EACH --- 0 '"Itia, a. DIRECTION,61-0"MAX. FROM WALLS) .,..) > ,.. t..3 2 % t./v. - w H D 1E AN tArAcrs . % < c\I 0) PM: L. KALE In c -§"" A cils MAIN BEAM;ALL MAIN BEAMS TO BE UNATTACHED WALL MOLDING REQUIREMENTS PA: M. MCLAUGHLIN ci HEAVY DUTY(HD) DRAWN BY: c) .4- JOB NO: 092020 F. (9 E ATE: 07.28.2010 06 NOTE: NOT SHOWN ARE#12 VERTICAL WIRES @ 4'-0"O.C.. . MAX. EACH WAY(8"MAX. ..ta m a CV c .. FROM WALLS). ALSO NOT SHOWN ARE#12 WIRES @ EACH CORNER OF LIGHT FIXTURES o- 1"..1 . >,c) :E' Al 1 .51 ,.... , ...., 0 co CV CV 0 .- c„, INTERIOR 0) a, o- A3 ACT SUSPENDED CEILING BRACING 0,9 c)CL A11.51 SCALE: NTS DETAILS I I I I I . . . . . 1 2 3 4 5 F . GROUP DOOR NOTES a r c h i t e c t s 700 SW Taylor Street,Suite 400 Portland.Oregon 97205 t 503.236.6000 f 503.236.7500 www.myhregroup.com 17-8" A. CONTRACTOR COORDINATES REQUIRED UNDERCUT OF EACH SCHEDULED DOOR WITH • I 11/ THE SILL OR THRESHOLD PER DETAIL, FIRE RATING,AND MAKE-UP AIR REQUIREMENTS y 3'-0° OF ROOM. 1 I. O O B. CONTRACTOR RESPONSIBLE FOR THE PROPER INSTALLATION AND OPERATION OF — \ ^ SCHEDULED DOORS AND HARDWARE COMPLIANT WITH REQUIREMENTS OF THE ADA, OLV,D A/.,, `\ ANSI,AND BUILDING CODE(S). REPLACE ANY NON-COMPLIANT HARDWARE. C� / \ >- E >- / \ C. COORDINATE THE INSTALLATION OF HARDWARE WITH THE PROPER SIDE OF DOOR. vv J REY R. � a. w T a_ / \ SEE PLANS FOR INDIVIDUAL DOOR SWING DIRECTION AND RELATION IN FRAME. ! Y RE / - \ w W > \ % % % D. PROVIDE MANEUVERING CLEARANCES AT DOORS AS PRESCRIBED BY PREVAILING , . ' o ii Q w \\ O ` i T // FEDERAL, STATE, OR LOCAL CODE/REGULATION. • • 'OR A D,OR� E \ / \ / E. GLASS USED IN DOORS AND GLAZING, LOCATED WITHIN A 24 INCH ARC OF THE NEAREST VERTICAL EDGE OF A DOOR AND UP TO 60 INCHES ABOVE FINISH FLOOR OR ° IN AREAS SUBJECT TO HUMAN IMPACT OR OTHER HAZARDOUS LOCATIONS, SHALL BE 1t' IF aR� \ F TEMPERED OR OF AN APPROVED SAFETY GLAZING MATERIAL PER THE BUILDING CODE FLUSH SWING STOREFRONT GLASS PANEL SYSTEM WITH DOUBLE REQUIREMENTS. DOOR TRANSOM DOOR WITH RELITE&WINDOWS WOOD DOORS F. 1/4 INCH IN 2 INCHES DOOR BEVEL, UNLESS NOTED OTHERWISE BY HARDWARE A. C. TEMPLATE REQUIREMENTS. ©MYHRE GROUP ARCHITECTS THESE DRAWINGS ARE THE PROPERTY OF G. ALL HOLLOW METAL DOORS AND FRAMES PRIMED AND FINISH PAINTED UPON MYHRE GROUP ARCHITECTS AND ARE NOT TO BE REPRODUCED IN ANY MANNER,EXCEPT DELIVERY OR PRIMED AND FIELD PAINTED, UNLESS NOTED OTHERWISE. WITH THE PRIOR WRITTEN APPROVAL OF MYHRE GROUP ARCHITECTS. J. PROVIDE SIGN STATING"DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS" PER BUILDING CODE ON ALL LOCKABLE ENTRANCE DOORS. COORDINATE WITH DOOR SCHEDULE. EDK. CONTRACTOR TO REPAIR OR REPLACE ALL DOORS AND/OR HARDWARE AS REQUIRED BUILDING KEY PLAN TO ENSURE PROPER FUNCTIONING. L. COORDINATE HARDWARE SPEC WITH OWNER. »> - DOOR FRAME NOTES DOOR SCHEDULE A. PROVIDE THE APPROPRIATE JAMB ANCHOR FOR LABELED OR NON-LABELED FRAMES. DOOR FRAME GLAZING B. PROVIDED A MINIMUM OF THREE ANCHORS PER JAMB OR SPACE AT 24 INCHES MAXIMUM ON CENTER,WHICH EVER IS A GREATER QUANTITY. ROOM NAME DOOR HDWR TYPE RATING MATERIAL FINISH MATERIAL FINISH THICK TYPE NOTES NUMBER GROUP NESS C. SINGLE SOURCE DOORS AND FRAME WITH MATCHING LABELS. VESTIBULE 100 TBD C NR TBD TBD (E) (E) - - 1 D. PROVIDE RUBBER DOOR SILENCERS (3 PER JAMB)WHERE LIGHT I SOUND GASKETS OR WEATHER-STRIPPING IS NOT OTHERWISE REQUIRED. WAITING/HOSTESS 101 (E) (E) (E) (E) (E) (E) (E) - - - D WOMENS RESTROOM 103 (E) (E) (E) (E) TBD (E) (E) - - - MENS RESTROOM 104 (E) (E) (E) (E) TBD (E) (E) - - - OFFICE 105 (E) (E) (E) (E) TBD (E) (E) - - - DINING AREA 106 (E) (E) (E) (E) TBD (E) (E) - - - PUB AREA 107 TBD B NR TBD TBD TBD TBD - - - PUB AREA 109 (E) (E) (E) (E) TBD (E) (E) - - - SCULLERY 113A (E) (E) (E) (E) TBD (E) (E) - - - SCULLERY 113B (E) (E) (E) (E) TBD (E) (E) - - - BREAK ROOM 114 (E) (E) (E) (E) TBD (E) (E) - - - (E)MECHANICAL ROOM 115 (E) (E) (E) (E) TBD (E) (E) - - - UNISEX RESTROOM 116 TBD A NR TBD TBD HMKD BLACK - - - STORAGE 117 TBD A NR TBD TBD HMKD BLACK - - - DOOR LEGEND (E)DRY STORAGE 118 (E) (E) (E) (E) (E) (E) (E) - - - (E)WALK-IN COOLER 119 (E) (E) (E) (E) (E) (E) (E) - - - 0 TEMPERED GLASS PERMIT REVIEW DOOR SCHEDULE NOTES 1. SEE SHEET A7.10 FOR MORE INFORMATION C ZhirShi Len .14§iiii,:4111011a ii: ::alige*H-,44111,iiii s4 �f'£ fi' � fY S l' f ff,4r e..: PO THIRSTY LION PUB&GRILL 10145 SW WASHINGTON SQUARE RD. TIGARD,OREGON B 0 3 .o 0 I 0 Iz 0 0 N N Q� 0 N O N d) O Cl) H W W REV DATE FILE N. 0 c (.4 O �,) a) E a) a. C a) U O H a) > 1E 2 L Q N o lii PM: L. KALE 0 3 A PA: M. MCLAUGHLIN E! 0 DRAWN BY: 0 JOB NO: 092020 7. 0 DATE: 07.28.2010 o . E m a. CLr- c o� J ' >,O f O Al2 .20 ;i t O a0 DOOR & O• oa. RELITE cn❑ SCHEDULE I • ) . •,, * 7- .I..1? 'it'rv. k C 4*•^1): ".,P.,, .t.:.1:7;...yr r- .„...,,, • .... .. : . -N• ;,..:',.i.,... •f--,-..4.,0.••ti Et. . . Y. ,tr,,"■■•■Pft Pow.... ..I.I I.I1 I.ii. ....Am pli ro..I..i...iromi,tee.*ma ..,.....r.,:, ....s.2....,i.I 4611.4•.' .,...1:41.. - . . I • i ,c. i ,,,,,,,.. .i•."'. e.. . . *...... '0.4. '".' .1c,,,,,57.. itZ.00...r,.lis m•Niak I Ail. e...A: „....,.„,,,,,,,...2...,L,!..•,,„ a .. c ", t "...„- !'";. .• • • •-•.,...,.. I :":- 1 4,- i''7.- i . .t%:5**9' *%,. .... .;4.,;'•,4. •,..;..., 0 • •• : . •,...„... ,.....,....i, ..^ .. ,,,,,•• • *. -,.....,..,.., .0- .a,t4 tt_ow--• • '4,•''''''''i'''''' ...'. ' s.., ,,,,.. ...•, . _;,„,,t....,, -v... • .. ....-- :. . ...,„„ .0,"--. • • .. .0 .. ,..„.„ * • .' * '''' -. . • 1 1 . , .,....:1'..,!7•••...s „....lpf.._,,..1,..•K 1:1:.. 1..4"..;:- .''' - d,';e'' 1-. " oft.si„,.. .1:. ..1 ,.•„, -„:„---- i • • ... . „„. ". , . • •,,-- r?' . . .. . . . ' ....". . ,.• • '. .. •"a • . . . .....,• • • ' i...,i ...,-•-: -N.,,,..,..., •• • .• • --0,..: -.. i 1.. • .4.,,..s,' '- ..,",,,,,,.0V .. . . :le ' •:. 4. ..••••.i.. ..,.. • • • 4' .: .. - .. „.1,1,.;.. • : •• c., ... .. ,..- ) 444,411 . • . • - .. f 1 .. .1 -9... • . 0. 1 ' .. 1 •.;te •..' - I.:,:g ia r...- r..•,,,o.:.-r,p..44i1 WI. .-• p,_,0...4.,I•„1,-,... rk: c.,....,...,.. .,.,, - - , : •.,4, . . • 1: 1 . ,..'.Ti..oe:•"` • . . I.. I 4,1 ......rztr.. • '1!" 44.).1 a .. I { ,,,-... 171?). .z..1.t.1•I'Jf S • . t ... leo,' ,,,,I *r ...., , :I i .w. •.)„....rp i N .. A. . 1 ,p- (.1-1.4 • t,. 0,1 ,„. A:vs . . ,T,1.•:: - I I& 1 .• •. I .. t-. "4.4. • . • , i ,,. ;:11,.• . .8 AI Ph.e."1,Zoto. . . _ ,• . .. .....2„,,, -.R....f-s l'.g.C.O.:reet - ., . to, ,. ....., • •,,..„,, ..• .1,•.........,..,, ,_-„,- ,. 1z...* '4 i••za• li:::..4:-"...:-5- p- ,M,..4*.*:. ill__ ..,. f .. . . S. • •• ., ..4),c,..,* . .1.,..7., ,.„:„..i! ..i.)..,.. .. .. .- i', ... .I. .. '''''''''''''-'"."...-r"----"m.42.. .•..:-..• Iztile-1,:fetj'DA"..i.ar,> 11..1"..'. 4.4.444.....44...:.....i4.44.1444.1-4-.--.-. . -- ut,:. ,• ... • . . . . . , . . . . , ..• ..,..5. •1,.., • .•. 4 . ''''' . .. ... '..-. . 1 tt. .4". ' .).•--' , ,.:. ,.. 4.. Aet ,.,, ..1.,, ''''' ''',4,i' ) :1 ' ''' . , A 0 i.■•,..f...‘..: ..-. .,,‹.., .4..,kc...f... • ,„, 94 ' .• 4.: i. i'N.'''''''•••• ..... 4 t• 04'. , t . .;• A •^ ' • 4. .,.0-., •2..'" .., . 2. ... .3.- V'• .-::,.. . •,,.. - . .4 : '....1.10..,. 13,,,:4 ..4,.. i --1."-' i . 1,-:: ••• ' ,. .. 't'!''"'" . .- - • , .;., t. .,..d. .. :., : 1 . .. ' • • . . ••. 11?- -: . • .,...., .:. :. -- f4 P .,;,' •,":41 . • :e. '... . .... • - 14 .f.• 1 •,;. . . -.,i...ft. s... . . c'44SI " ,..• ..m.- .. -i ;2,....,... : ,. ... il #tv..'. . ...„ .4fig,..i,.. ..).,,..,... . .. ,•.-- t.. • ,., ,,09. : .3,• •• A . V• -/ - ifli" ...... ... A4,.. ),'",. • V • . . ''.2 .4. *I • 8,,. . . . ..e:• ...• 1-,. * .1.114,.. .. . . . 4: .• , . •.,'. ' . ' .,...% ,,,et"':• . •• . .•... . • ..,.......4 ., . . , 4.12 ..1. •''''''' .1 1. . . ,„,, .. .• • • V -- i ,.. . .., .5„,, -...•;:-: i....,''' • eil''' ■.' i;,...... • • 1...•.V4 P. I ,.•• A i . *...:7,'- ;:".-.....,,.: ., i 411 t.-.. l'i 1,e, - /ft , .. •.. ,• . 4, • 7..• • ..,. .. . ,.. t. . •4.., . .,,, • : . - , - • 1 • •.: . < • • .....• •,,•,„:„.... • . •.. .1,.:, •. ,.. ...„... . 1 ., ..r,. . , • ••,... • ..,„„, 1,4.„ 1": ., • ....., , v., ...,:. s,,,,,,„ .. ,..: , - --- 1 • , 1, . 1 ,,',..>-- - :$,.• • •j t.4 A,....,.. , .4%p .." ,,.• ‘,. .• ....... 7 ,..r• . i . I,,,4 ti-S- C....,;').I*. 1 ... ..., • s.- .„...„-, ,.:„•,...," -:,•,...,..,„ -/-.„, .,,.A:.•••'''' •''''. ..if:T r 4'' tv )- . ... P.....i:r:::...S.T' '..t."..... t i'','. tuj .t)..-A:-. **5. ; . . .., .. . • .• . . ... 1 . 7' LO'. i;,.''',..4i4 ',.. ....,+;* .''.ir'' ■,'.,,k/i" ' . . ,. 4 0:, rf,,.P.4MF.......:,..,44. .7.;e:'.?., t...-',.'4,41'[.- .#10."t#',.,:.-4'.-.;- 4 • •• ---; .....• .,,....,„--. ., • .- ••. .•,. -.:....•••....-- -.•-..x,......:•,.••••••-...1..,,4 .... ••:...•• . • ......,• • \ • . . „ , . . .,- . ...., . ,. / • l'Zitif;;' .44 .' ...Z. •', "' ....44. ..AI '' :':'",- - •.- Pft, • , -.4...,*..,..'•..... •:e. Oi . . r . . . . . . . .1 • • . . ..• • • • ''... :'. • . . .. . . . . . . . . . .. 4 . . . . , : 1 . . ‘.f :: t.• , • • . ,...1• . . ,.Ir;, - ' ....: ...; .4,... .: . ....: - -•-....''---•'-- -• • • - , . ,. ri...,-,- . .,--- -•,6- ix .-0,. - , . ...•,-y-• .. •s . - . . , 1441v: --11. :•,-, .„. . . . . ....... .. • . .. .:•..., , .,. , . :. x u....„( ..,... ,- ,i,, .,-.. .... ... . .i, . . . . . • • • , I , •- . ...,,,,.. ...g. - :, "*.: . r..•:t. ..44!. ' 1. 1 . .•• • ,,,•.•f-: -.:,,,„.....# ,2-4.- • •. , . :..,..4.001....... ., . "... . 4.- . vkk.....:;*, .. .,,e-,i.,... . • . . ... . „.:„..:.,,.7.........,..-.......,.,..............,....,.....,...,...,.. .....,..,:t,4--.,.:.4...4....-........,.....t...........,,,,,,....,,,,,,,,,..',4,.....,.......,,-.,......,.., ..........7,, . . . .•,..........-...,:r..,-..,-.4.ft- ....r.64-,....44..--,-----.......7.----- ...y-..,.....,--,,-,..-n•-•.•••••;..7.1•!:,--,--,...,.:',,,.•••■;.-•••,-,!..- '-,;••'•••••-,..!.. ''....•.-k---,••••••'-'•••• "':'•-•-'•. • •''. ,••'-.....Tfr; .. 1 -'I... ; li•-•• A: ..,,r 'Nfe .. ., • „.„ , ....k. :-.,......, :: . ,,,,,,,, : . •. .„,„:. ,...„ - . • . • : .44.i..:: • , "tit,.. . .. ii-Ji*IV . ..-...-. :::''.... - ..-.e*,,... .. .. .. '.. . ..-..,,t„or__ 4, •s 3 - . =, .... . ••' • 'Ae... ' 1/4 ,... ,..: 4. -1. . ,. 4.4. ..0.7".t. , ., ,• • N't. Ile:. .'..... ' '...' . • '.... ,,W... . ...;,. *4. A,.....,•+,../...ri;. f.;L.. ..;t, .....-..,.X.... . . ... St ,. .1 .400., * • .....: •, •• 44 ' A ..4C . - '- . : - .,...:',"'' . •1.ii". .. . • `,...,1/4. .I.• ....,4.,-, • .......-..-•..-•..• ... . , , . : .. , ........... , . ,. , „„, .• . . . EL : . • . ' "' '. *''''' - . -- ....v. • `- - j: .. .. :. . ---'''''',"''''"''''''''"-'-^"----' ''----''' ' -,--....."--'...., *','4:',"----',."-..t-:-:,:-4-------.Y:-----r-^...,-----.-.,.,..,-•--,....,...--::-...:4-,...,:-.4.::..........---.......:4., ",,...‘,......,.,..4...;...,...- . .........ro,..:-....,s,,,,,-- --. .".....4.•.• , 4•-,.....,;---,-.. , ., 47,..-...--...........---.........--,....,4......,......t..,..... ,.............„-....... Y. ..1 ,... 3 it, .• ., •• I• , -k• . .."* '. tilltA„ . • :„., .. .,,, ,..•,. . . • •• . • . • ........„.....„::............."...„, ...,.._. - : ,,,,....,...---..,...„--%.- •,-....14.-:,:. -. tt4}4K.........,„.:.,..,......: ..,.,..... . tti.'.. .,..:::,.......,......... :..... ............... .-....,.... . . . , - ••".....:•:. .10 ,.."" . . : • . .. . , ....-... . .,...:0 • .. .. • . .. :, . , • , ; : .,,,..r-.. '." -- . . . , . • c: -.. : -,..„, , . • . • . . . . . . . ..., .•.• ••..• , . . . . . . . . . , . , .,. ...op..•• "•.: : .. ... .., if ...;,,,tti. - - 0....... .. -, - ...i.,‘-',...,,,-.. ., -,.-. -- --: . .....i.,, ., ..,. .. .7......4.. *...- -......-."--..?:.-."•.".„"..1.,,.:,• • •,-'?"-,..:1r"„''''.."".*"....""'-'","."...:,.,...,...„.".....s'.''....''..,.„."."-",,.*"...'."...:r....,.....'"...,'..„".'"....;.*•.",.."..".s:-.:..",7.r.„....-. .,.•.,'"..,...,+.... .'.'''.'.',...'.".,...',,..,.. , .."...."...,..." .,.^-,:".4.4,,„,,.:.....,.:.... .„..4;."„.... ........ ,. .......,,.:..„,..4....jf.. ..,....,..,,:;...ar...,......s.,•,..,,,...i.•,.....4..•.„..............t,..„.;•.r'....-i..,c...-G•.4a.••."4"-„....4.MI t.i:,!.1-'.4,.,4.A...-. ......,.,„,-...-.a.r:•,,i,,,k;i z:,,.4.:3.„.i 4 i..•-,,4....,...:?.,'.......,4,:?,....,._.. i:',: :,. ..........,...; . tar REFERENCE lt'OII-1N1S L PY- -.. .. . - ,, - . - . . . „ . .. . - . . ._ . ,. , . , , ,4 - . . --- -,,--' ' ". "" * ' , " .. - - --- ---- -- .. 444 4 ER W -.,...... .... 1 •• ... . • . . • :.-'4......4,-- ...i4 A .. . . .6, . .:-. • • • • • . • . . , • .., .. . * '...r.s77';* , •,, •--). ..,,::,'.. -7 .:'.:::,'......f:'::,..k;:v.:-. '.,‘Z.' .1''.-!:;.?"' .... „.,:. . . , .r....-: ... . , "Mc:kit: _ _ . .,•• • a .. 1 . B . e . 4• 340. f 4 , 4 •■•10• : Z Z 11/6/1/41 It Coss) lig • 0 . • rn,ic, 4 c." X fli< • ." . ' ' '. .. "' ' '•••• •' . •'' a • ' • eit..al rintla .4 a. : crilicg‘syda rlill 4:i A • !age i- Ii . i 5 51 i . a 16 1 E UPPER • I . COMBUSTION AIR DUCT . VIP TO ROOF WOOD F-----fragr . 4,.. .-„, mroff Iv 51,415,SCREEN JACK LS', at Si'i .13 ■ t re ••••••■•• ..r•mg am•es= CUR15":"le.\\- '''..•.; -. a or ogr• .mIlm■ am.go me um...t..s mom• • . . . a. .. — -••• - .. w • . • Goo pupES UP \\\ • • . P .... / ..'W:4= CM •a•mm• ■Immmrrezignmalma■ .. • • ••• .-— - - • I Mr W WEATHER M • IN Illt grectil. A 0) . Fax,k2* f"�'Y'! OF 6 (rm.21 all , _.. 0 SAY • ... ,. 1 4c:• - . ,� 1 I R 20X8 7. - 4 . .. 4. i I 4. / • •• • ...A ._- -- -� _ Witi .�r_r ..� .,f t00 cp., LJ .WO 12140 ail EverAr C LiSj / \\Sg•...WPM \ 4. ix, _ 1 ,....= _ -_ s .. ,1.7 a aa ..... -..0 , 11. , ........ ...,4 winium up. •f Lp4410,ARA Der • . .�_ .-- Tyr _II I. -1 • • _ I �1 i I � t, T 1 - .•.r••_� _- ._ I I 1 W es. � . - - ••_ . -- . '.11% '' Ja "r " h �' `� 1,...ilINP•.411■•#imir••" "`` - - — + VTiG. . • .1 1 I I &OWN OP1 Kni pcima 1 i 1 t. r g . r (TYPICAL) 1 1 (TYP) -% � � am.�• ,, y k . v-.. N. iltelli 1111111r4 r . / :154,2rm 1 d07—KIT. DWG./10 4 ...........wwwwwww .k. 111,I, : i /1 i Arett F riA h 0 0 f FACIVRYM CURBS,. TRAkIE YCID-090C.3 NOMINAL ... •r • v.• mg m. . .. ■ /0#* 1.• • I I 4* J L_ :i FT5 COMPLETE WITH ECONOMIZER CYC ES. RD T O � IT ASV. 1 ' Off' " • CRI iivs. '1 250 • 1 . . _. d'ivir---- -rgra,...w&Ent . . 4,. . . . . . _ _ ... . • i � r• SP1RAL I4•11.--, il •i • T i !i t _i y ar• is _.• a 1 ■ . 1. rig.„8,,,,CNIEN EX44,- 1° t X. . rep itirip Iv. ,--, - i. ,� tag. `' `" .. - . . • _ •_• jowl . . 1 • _ • _I - `1 ', '_-- ' . . . . 1 #.• ii, *-_ .. •.....-_ . . • sr_r.-- __±��... .... . ... - . • •_•• 'I WS* • .. ... . • � _ _ -_ ._ i _ �,/�� _... _______ •••••••• Ulla•••••• adi.da••••••••TE•• NM!a 4.• ••• g d •I ,. _ 1 I . . If . .- I IMO r • i vv . 244= .... . /......._2e,,24, .. ... _ _ __ ....• .... L ... .. iii,,,,___.,alliwiriiidiliii....... .- . . • . • E-4110 • ••.. ...•imay, ............awn • 4p 1 I 4. .. - alaillis. rol ,..44a• . ..... •1.111111M1111111111111 III in to 4.11 ASO ill'' \ - NIMIN11/11/0 4: I L-leria alle111.111111 vlia . L...%1.41110■4•114111111W.,..z4.1 Ilm•gbaibm tre. . 0 ::jr 41 rt. illad"..r."1"...1"11.....104, it 1 . - .a ED 1 t • •••• • • — • ._ `s �r • • _yy a - -.... moij . . ' ■ �, • ' 7F�•_a..��•i- ._is � � • _- _ M �•—a -a_a� � _ •air --•�_+ Q. • •.r 7• PE?:?(500 ati . • II f •,,,, •.,.. ..,. UP TO EF-4 - -''. '. . . 1.1%.010 c......... . 1911, • • '1';, I,,,,,,,,,A . 01,4:14 124 ON IROCF. LOREN COOK . : 11 . ma Atilitl ANL ..- —.a.•. r•a>w__.�—�_ . - • _- - - ••_• •_ -• _ _ __ •�--..••—r—r.-�.r--4.��---- r .• w�.......• .at.► -.4•101111110011011•it i.�_ —.--- _,_.+•■•r_0........�_ i ► �-F _ . ,_ —•..rF _— • . ... ♦ • -' ^ - . - -r. . -� i __ _ M- T ,r'. . _r • ., __— .. ••• ,. ,..... ■ —s rrr�/ - •••... 4 _:—.•. , r. d,/ • . •- ■ ,�. _ r .; --12. 24,s4 F. � • . , 40. ; e , kdo •.... . ..• a • . • = 0 , - L - •- I 0 . ;......rrr...."...'. . illiatrifill, ' • = IX . i 4 1 r 4U; —; .. j4vMC - � 0 ti • . F REFERENCE ONLY . 411.< 0 NOT APPROVED WITH THIS PERMIT = CE .. • . .•• • . A .. _. • . . C.) 4(n . .• B ...• FLOOR - = MIRO. . i 6 PLAN ( 111111' (..) 1.-- . • 1/41 *1PlOa .60. i/4ed <. Sheet No. : .. .• : . aill" 2 . .. . . •• •. •�• . - • - •T - .• . . r •. . . ,•' . . ..I.• . .. • • .. • of . . • • •. ti