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10145 SW WASHINGTON SQUARE (1) 53996 10145 SW Wash. Sq. Rd. 43968 , 61279 10141 SW Washington Squ. Rd. 151 3513 100 Restaurant M4396i 14. • ti 1 • ' t WHITE. !name.for Coo __IA 3 h f YELLOW Permittee PERMIT NO. 7 t-J 5 PINK Temporary F Ile APPLICATION FOR BUILDING Circulation BUILr)ING / / 4,....5- =5y- If;t:' WASHINGTON COUNTY AODREes p ,�'t./ t..1.../411.74 �j /I- DEPARTN.iNT OF PLANNING I OCALITY iuF, BUILDING DIVISION NEAREST07 CROSS ST.z- CE,n�U� G5gy4)U TYPE A j PROC�ss FOR APPLICANT TO FILL IN TR ir..G. I E',.S 1 CONSTITr4 Q j jell*, RUILDING ��r DWELLING UNIT( All I ZONE C7 3 ADOREssWashington Squiare.Progreso, �� �13/7E .LLE i L OF C 110N • * I /OWINGI.PFROVE')RV DATE I yJVL on of 'W I,Se'-'.ion iD •../ Townsh:o 1 outh, n e_ 1 Weld TYPE OF SaNITATIUN �� .? SLOG.SETBACK PROM�/''t ' 1.1mette Meridian, Waahinc -on Ctl FRONT PNQP.Winn EMEP ��I► ."L «ti -- .-- ----._.. TYp,of - ,i A Of LOT Nr) Of .LO.'�S. if Mtbllck I�iphwev Ysi�l lotnl -_ ZZ_fO66 NOW ON LOT Q---- N'ghwry width From I'.L 1 s�ho.LOG. N/A -- . LL,, —G�Li�/ D0 SETsr FROIEI vNER TGI Friday's NO, 1'•214-233- SIDE oROP. LINE of •, TIMM— Type of Eaietlnp Setback Highway • Vara I nut ')REss 14665 Mi-c �.Jlaad Highway Width F.om CL Dallas, Texaa .` I/4 1 g �. HITECTB1.00C OrthTEL CORNER C''TOFI YESin 1 . NGINEER fle er,gnE � , � s NO 639-9430_ . n ()HESS ,000 S.W.- Varna St... Portland - L- C.rw 11X'N1 r, TRACTOR Out to Bid !Tit L. N/A •I,REcs N/A L.G►`/S Q {/ 7Tt t. In .,- N/A v �.— PPPJs/A/GGL'plt>C Sl[,AA.pal,41 171:3' DESCRIPTION OF WORK inv., Al; I >lapr espr 94 , W ADD ALTER p NO DEMOLI'II' - /D A-_� t,` ` . FT. Aoo2 -------...NO [S 1 NOi'IOIP n/ F� �/ - ,E - ----- 1116111'.—.. ._.P I-Tt-1l)H AMOUP RECEIPT NO DA1I 4, I BEDROOMS 0 NO.OP BATHROOMS 4 ,'ONINO COMPLIANCE 'IVO r, 3/ tl f: DF -E Restaurant ()EBION REVIEW VALUATIONS .00 SIGN DET)ION �'tIV1EW —, PC .it-Ilyyy PMT.�Q1 L�Lf�St TA __. - ------... ) FEF 1,'I ii;t:- i���'� FEI E FIRE MARSHAL ___ r9 ss o� ?5 - • I HERE Y ACKNOWLEDGE THAT I HAVE READ THIS /1f APPLICATION AND STAT[ THAT THE ABOVE IS CO I __ �O.I�S��`� ./ 4_ RECT AND AGREE TO COMPLY WITH ALL COUNTY OR '-- .. DINANCES AND STATE LAWS REGULATING BUILDING iyy,Doti 04 7_C/L D ipp'?y /1✓ 7,� �,QNST.AR,1�TIONyyy - . S13NAT�JRE OF •- �- PERMITTlE. • it:, �,4.� �-/�- +4-- ' _ – ADDRfs.tr� y }r► 'y:�+ --T:] FINAL INSPECTION --- - DAT(LI --- �11 r PLAN CHECK VAL(DA7TION { Mo?CASH PERMIT VALIDATIO cK J MO. cnsl. MRECEIPT NO ,3 a 3 / DATE hj/gJ71, RECEIPT NO ? 9 3/ DATE / 2 Z/ !I •' I G ,iII1 / . INSPECTION CARD Washington County Dep..of Planning BUILDI:4; DIVISION 648-8761 Address Permit No. Ca1icd By Owner - -- - El Fig LFdt, Wall �_� Fireplace I� Cover :__J Nailing r1 Final 'it het Inspector's Remarks: _ "t��L-0., .06tr:' - -11-41 11.r "'JG['� ' /Z,d-r - Date — Building Inspector _ F - ----....wrimmummOMWANO INSPECTION LARD Washington County Dept.of Planning BUILDING DIVISION 648-8761 Permit. No. Address Called By owner E fit g F Wall L1 FircpLace I Cover L� Nailing n Firal t)ther - - - In-pectc,,' s Remarks: _ r Date • _ But 1di.tg Inspector ---_-_-_- II ". BUILDING DIVISION INS''i.L l ION '.:ARI) Washing' lin County Dept .ot Planning -- 648-8761 1 i', :•nit No. "- Address --- ----_ •----_-- Called By - • nrtg �� Fdn Wall LiFireplaceC7 Cover n Nailing n (() Final the t .-.--.-- --' Inspector' c Retliarles: -- ___________________-- .` __..__ —._ ________ .I./... �,.. " Building Inspector __ - __.__. � Dere _ - - —_� j 1 . Weshingtcn County Dept.of 11^nning BUILDING D .yISIO INSPECTION CARD h48-87b1 Pt.rmit No. Cal led By Address -- - 11<Jr.cr _ — """_"_-- Fina I Fireplace —' r iling �Ftlr � Ell El Cover t Fdn Wall _ Orher ----- Inspector'r Reme.: r.s: _......___.__________:_y______._......._______,—..._--------- -�_._—. --•- ---_— Building Incpector __r____—.._.- - Date _------ �:_,...:....r...« . INSPEC'iION CARD Washing' on CounLy Dept..of Planning BUILDING DIVISION648-8761 Address Permit No. (allf'd ByDaner p Ftg E, Fdn Wall I l Fireplace LJ Cover UJ Nailing El,F!nn1 Other Inspector' s Rms.ks: .—Date —_ — Building Inspector _—. INSPLCI ION CARD Waenington County Dept.of Planning• BUII_UING DIVISIO 648-8'61 Address _— ________— — Per^iit No. Called By _ r-_,_ —_ (liner + Ci Ftp C , Fuln Wr.l 1n r ireplace J Covet ri Nal 1 ing C]Final Other _ — — • Inspector's Remarks: r_ -• r< f:. ..;.,f"SI % , r I.e d t"1' Y4'21.0►' Gate - hII. 1 .ting 1nsnei t or _ _ 4 INSPEC'T'ION CARD '•:aehington County Dept.of Planning BUILDING DIVISION 648-8161 Address Permit No. - Called By _ Diner — 1 Ftg Fdn Wall LJ Fireplace n Cover Eli Nailing [j Final j i th he r_ Inspector's Remark.;: _ ., Date Building Inspector INSPLCIIUN CARD Washington Cour'v Dept.of Planning BUILDING DIVISION ? 64! 876i tddress _ Permit No. Called By - Owner I -1Ftg [7]Fdn al , Fireplace (! Cover L Nailing Final 1 Other !_ j Inspector !; Remarks: Date _ BuildinInspector ,,,.,._ __Y ___ _ INSPECIloo. CARD Washington County Dept.of Planning BUILDING DIVISION 648-8761 Address —� - Permit Nu. _ Called By Owner LJ Ftg Fdn Wall I Firepibce f] Cover [—. Nailing (] Final Other Inspector's nssarks. Date _ Building Inspect:r _ s ,;.`. INSPi;CTION CARD Washington County Dept.of I'1.anning BUILDING 1.)?VISION 648-8761 Address Permit No. called By _ — (inner i.___I Ftg El Fdn Wall r-] Fireplace n Cove:. Li Nailing ]FInal Ut he i Inspector's Remarks: Pate Building Inspector Ism INSPLCTIOF CARD Washington County Dept—of Planning BI)ILDING DIVISION_ 648-8761 Address _ — Permit No. Cal lel By Owner -- 1]Ftg `—J Fdn hall [ -] Fireplace n Cover LJ Nat ling El Final Ot he i — Inspector's Remarks: - Date Building Inspector _ —-- ...w:: ,...-�wr_Wr.�r�.www.r.-. . ..r—,rtw.. •x..,._.:;uM.i.c r:ii'+..+r: 1�6'ilY�.iY�YO+YWa:�11'alfsw:.. ....r_. 1N';PECl1ON CARD Washington County Dept.of Plarning MIDI;!., DIVISION 648-8761 Address _— — Permit No. Called by _ -- Owner _ -- --------- - EiFtg CJ Fdn Wall in F(replace n Cover CJ Nei ling El Final Other Inspector's Remarks: — e • _ Date ____ __— Building Inspector _ /,,,_ INSPLCIION CARL) Washington County Dept.cf Planning BUILDING DIVISION 648-8761 Address Permit No. Called By Owner Ftg F-1 Fdn Wall r-] Fireplace Cover i I Nailing El Final Other Inspec_or'a R markka Date . Building Inspector INSPi C1 ION C4RD Washington County Dept.of Planning BUILDING DIVIijQN 648 8761 Address Pe mit No. Cal led 8y - -- Owne 1::]Ftg Fdn Wall � FirLpl.ice F-1 cover r1 Nailing nFlnr?l Ot h In c or ke t kt: --- - —_--- (/ �✓ 'ALJ J�.: � • nate i •, p or 40 INSPECTION LARD Washington county i1ept .ei Planning BUILDING DIVISION t,48 R7t 1 Address -- ---- - —`_- Pc mit No. Called Hy _�— �- "ever _—_ -- (- 1 FtF l F.in Wall i J l ir,_-'I.tce J c',wer Ci Nal,lnp, iFtna: (*h• ` In c r Fc rl lytt i p T c ION I;iPta71Uv CARD Washington County Dept.of Planning BUILDINC DIVI1 648-8761 Permit No. . Address ___—_ — Called By ----- Owne r --- El n Cover C J Nailing [ Final El Ftg Li Fdn Wall Fireplace Li Final —--- Inspector's Remarks: Date __ Building Inspector g t * INSPECTION CARD Washington County Dept.of Planning BUILDIi1t VIvlS1 648-8761 'ermit No. Address -- Called ByOwner 0 Ftg El Fdn Wall [ ] Fireplace El Cover LA Nailing [---1 nal Other___ __. _._. Inspector' s Remarks: -- -- — Date ___ - ____ Building Inspector -I / j ;I FIRE PREVENTION BUREAU J OFFICE OF FIRE MARSHAL. 1 6 ";18 INSPECTION NOTICE OWNERDALE ' "-"* • OCCUPANT _ _ .._. OCC UPANCY_ _- tq LOCATION �., ( 1� TOUR ATTE• •I,N 15 n. .'_L •O 1.,1 cud n.4 .a I•i+I ..ArFTV UEFICtENCILII I A , URI TO CORRECT THC ABOVE ,ONO!TIONS ,.IN E',A• . L MAKE rOU LY-AJN.1 j.0 nKOECC',TION [HOMO r'R- R[sULT i ROM SU=N CONDITION! TOL/ MAV RE .IARLE COR U AM TOES TO r-EM$ONC Ore 0190r/ft/y.Ur/*E,E15 nqp Ql[TOgp pr OR!ITS u:. By WASHINGTON COUNTY FIRE DISTRICT NI FIN; MAN HAL 1711110 S W. BLAN TON STREET '/�/ ,'�'�' 4. ALOHA, OREGON 97005 649-0577 Preexts rrrtro :' / FOwM pr•1, IrI FIRE PREVENTION BUREAU t7, ') OFFICE OF FIRE MARSHAL L • ' INSPECTION NOTICE OW NEP • DATE OCCUPANT_.__. OCCUPANCY j j;. __ LOCATION �'`f� ., - .._ . � ---• — v OUR AT TFN'ION IS CAl 1.rt ,(1.411- FOLLOW,YQIRE 6••C T', pC RI(�1•yyCIC It • -- E/ /y • f ALLURE 1C C0 ,frrr 1 ,.f n".r ._--.— •.4,.% yob, LIA$I,t �fb_ —tROa[CU TIN IH0IJLp rIRE NIRULT FRr•M ! Ir I( I'c'•I r+ 11 1(4, .A ISI •, ' ,. ••AMAUI.•. 'EI r-rnpOElf 0R Oro- U f'R RROVItlizNC r1 0R.ITS ,o' BY _.-_— --...c f WASHINGTON ;OUN''Y FIRE DISTRICT 01 pi $ MARSHAL 171100 S W. BIANTON STREET TO __ I ALOHA ORE(flrN 17015 411-11577PRESENTED 577 - -- FORM pnr Ar • 1 FIRE PREVENTION BUREAU OFFICE OF F'RE MARSHAL • INSPECTION NOTICE OWNER _________ _______ __.T DATE . _____ OCCUPANT—. ._ _.__- ______ -- OCCUPANCY_ - _____ ___- ------__ r L.CCATION . --•=- . — TI R roLLowING FIR'anr C • ' t cicir.,r 11 9, /OUP ATTENTION 16 CALLED 7p� d r,A,S WILL MAKE. 1.1W A. n11171 't ' 7791 U, ION fHO-/L.O FAILURE YO CORRECT TNA ASCIVE COND111ONf WITHIN � ••!! � Cl.1 P-4'�1 I N'I II Dr IT nlilt tit Otf GF R[fULT FROM fUCN CONtl1 TION! YOU MAV [11- 1 11 ARL FJDAMA 6l'.f TO P{P�r OI4r1 0,19 AT! '9r, BY tt''!(-_.JF-_-__...—__.-._-_ FIRE MARSHAL WASHINGTON COUNTY FIRE DISTRICT 01 , 17880 S. W BLANTON STREET 649-9577 PRESENTED Y0_ �- ALOHA, OREGON 97005 FORM 1100 40 k _,, jAkwyt'¢41., �.,.. ."•I""4MYINI -.........4111110191111111111111111111111111 FIRE PREVENTION BUREAU 7 OFFICE OF FIRE MARSHAL INSPECTION NOTICE OWNER �----- -- — . - —____—.__._..._ _— _ DATE — -"I-.4---' OCCUPANT _ _,.�____ _+ . = - OCCUPANCY - '.�di,C/,1L V LOCATION __ ------------ _. .ltl3' _ ..:-{ "I_.—, =u LIR ..i3AAt F40,4 t9 C AL_Lt .1'I* 1.1.11C FCL'-rW I' r I,,[- SA F�t/i{esl �-'1 .f501 /:41::c - __ y .-16.. .. ,L�:rfe,iv rk4,,M , fir`- _/ ' :�-_— �►_�._ 1 ____ii .�1� -� I���`''LYiL. _.,J 1• --��� _.. A4 -T_ — FAIL.IR, 'O CORRECT (HE AtIOVF CONC ' O,Jf WIT,•IN f,A.b rot �d A„ r - ' 1 ' f r , ds. OULO'".RF. REf'JL.T ,`ROM 4UC11 COND,TIONS TOU MA r BE LIABLE rOR MAMA OCa ' . I, •,,, • ,. 1,,.,.I•I P, . . lt,E11f OI 1781 ATT '0^ ef �' '� Y- _ -,r WASHINGTON COUNTY FIRE DISTRICT N1 FII![ M 1114AL 17980 S. W. BLANTON STREET ALOHA, OREGON 9700' W9-0S77r'RES[NT[u TO.S.J''- 1 41(.v, _ FORM •RO An FI E PREVENTION BUREAU OFFICE .3F FIRE MARSHAL INSPECTION NOTICE O'NNER �— — DATE O ;CUPANT � ._ ,_. OCCUPANCY LOCATIONYOU. ATtPNTION If GALLED TO THE POLLOWINO PIKE DEP:CISNCIE/I y ITAIIUWE TO COoWEC• THE ABOVE CON')'TIONV S WITHIN DAY! VI,LL. MAKE YOU LIABCYTOIPWOIECI, IVN SHOULD F WI WEIULT 0010M ?UCH COMOIt1ONE YOU H. • uI • -ABLE f OP DAMAGES TO PERSONS OWe4E)1/. WIT LOAM PWO IIIONI OF OWI ATf Ifo / - eV_ . -. . j(► L:aZ• - WASHINGT^N COUNTY FIRE DISTRICT M1 FIRE MARSHAL 17880 W BLANTON STREET ALOHA, OREGON 97005 6474577 PRESENTED TO - IOWM 000 40 Tom Benson Industr es Sire• 1926 1350 Northwest Raleigh Street • Portland, Oregon 97209 • Telephone (503) 226.7611 April 18, 1c79 Wier Casady Company 17b36 Emerald Drive Milwaukie, Oregon 37:.;'2 Attention: Mr. Gene Alisn Subject: T G 1 Friday . Restaurant Dear Gene: This letter is to advise you that all larriaated glass we have furnished and installed for the subject project in in accordance with State of Oregon Uniform building Code. Should you require any additional intormation, please do not hesitate to contact me. 1,-)urs very truly, BEN INDUSE': IJ n C. tease C ntract Sales U JCR:db � IIll �. Jl1APR 1919LIJ WIER CASADY CO GENE 'LL.CN +.r--.+...•.1.- — W..o.•.radrarrode. - _ _ -.—.—....YYb- - .......... -..:';:•. !r -+t'-Iltfi1rt/11i,41 (I':fvaii161jtAt;;(1•.fi‘�;:./biCk1(.•e Zr1t. r hiti1.66.6U111f f1ll:i. i 1'61 ,'c111Uki�lf'1 I1,I46.4.14'tb114i11*1 •1 :i'it.,� /f r , ,.;,!i.(:,,,r4.1 :-7 p 1j� REGISTERED D UMW 6Y I ItI ai'PLtC.�"►It7�� 7 Dole fronted or [ JOHN BOYLE & COMPANY, INC. rrnm,focfvrrd t*1 C01lCLf,I! 1;0. 112.114 DUANE STREET, 3/25/76 NEW YORK, N.Y. 10007 n z1-7-1 •=1NJ +L'1 -1' :1I 2U-962.4770 •11 This is to certify flint the materials described on the reverse side hereof have been flame- refcrdanf treated (or are inht:rently nonflammable). FOR__John Boyle & Co. Inc., - _ _ADDRESS_ ._.7455 W.,sllingtcn Street Pittsburg}( Pcnnnylvanin :� CiT f_--- - - ---- -- -._. . .. _---•----- ---STATE. _ ._. . . . - . - - . .____— —_ __ ._.. ! Certification is hereby made that: (Check "a" or "bre) 1+, (a) The arli,!es /les('ibrd /recited with the reverse •.icie of Chic Certificate have been/recitewith o()ame-,etrlydant chemical approved end iegisterail by tire State Fitt, Marshal and thril th., oppI codon (-if suit! .I chemical was (kiln in conformance with the lows al the Stat.: of California and the Pules and Regulations of the Stem fire Marshal. Name of chemical used_. .. ______ ._—_______----_----.-...chem. Rpt No._--.__ .`--- Methodof arplicotir:n ... .... ... ............. ......................... .... .. ....... ........ .... . . .. .... . .... 1Xkb) -I' t'rticl^s dr';rribrc! en the Irver a side hereof cue made fl am a Ilame•resistcsnt ft-linkornlcl'rrioi r: -oterrd anti approved by tine State Fire Marshal for cunt 1• •. Bimini 1' lnrcteat h-121-3 Trcrdt: name of flarlr-rosic'nnt fohric or material u:r'ci . .. . .... Peg. No.. ... . .. ..... The Flame Rctat cull) Process Used WILL NOT Be Removed By Washing 1 -, .IOHN,J=43YLE & COMPAN", INC. JOHN T30Y LE Rc CO. INC. 11 , /"✓ <�::1 J //2 ( /N- -e-t€.4.. .1 ',IMO e' A,„7..ern,C. r.en.'hi':.1 II•,rr..,.. - / .1 i , r•Ilrrt:trt!r:t f,,t',fr CI"r•'tr 1!'t.f7." • r f" ' f' rr rr it rIrr..flea r r!.';;''t 1. r r i rlarl`r(f"t;r tl,1 fr(rt;rlrr rr • -so ..".-0,.I, ,.I.' . A. .•.. . .. .y. -:.... - 4:. . 1*41 ' • .M e.. -- .• M'..' . .-.'- .. ..r. ♦ , ,. '.. .u. .' • ; M a %. r r A, n'' r V•Ili•y/ 1Mr: /?4,4r.1.::- I N 1* " ✓-Id, r;104:4,441.yf . -.••ei:; 10.1.�.'Otl'te.k A.'w M.1,,r�•r,.• I , . • ..,. #144,.Vk . . '7 .. . . 76.4"6.eq.,:/rl. ' V.' ' ;Ar '42:4 . -.;:flor • ..c.4e0111' • .'ii!'*."..,„1. -. ....1., ,:iiiite. to. 4, i ,, _ , A ; • •.lam•r.A r. n:, r., * ' )w.y.,tw 4 M ",4 '/�ihw Y• (t•,,- • ,.' N 11 j r "''' F ■n�. ' .r ` .r . . .. , �! ...iL �r�.yi. .1��+ yr P*C:f•r rW �1Sr. `rM7/ � *'r tiw�`��4.Z''Mr'• '/w+y A' 4J1f1••:; ,rr+7:, 4 •'1vr?,•j•'`,' . r•>,1 Ma s..,•... .,.,etThflt • ' I GLASBORG, frp flat paneling r ;.yam t 1 Giasbord flat paneling is manufactured by a contl'i i ) - uous Laminating process and is offered in standard i j").ji• S $ building-panel and special-cut sizes. Its length availabil- ity is limited only by handling and shmpmy caps I... bifities A recent manufacturing innovation permits the " paneling to be produced in extra-wide widths aid t Is referred to as King Sire. Glasbord flat paneling'.., pnmaly use is for lining iteliLL°1*.tri �( walls and ceilings. Its ease of cleaning and U S.D A .. �•'1� acceptance make it highly ,ultable for use wherever • Nwdr•��y {{'",-- sanitation is ^•nnrtant.Glaabortl flat panehny is tough •-- ', T L, di e and resistant to omp.rt It is ideal for installation r ���a.N� .a 0 p1G where P hard, durable, cl'anahle finish Is rets iced F�At F►s The surface of the paneling is specially embossed e unique feature of Glasbord which provides extra alit + is ct �wa r sion resistance.This embossing is a pebble oke finish 5i' / ,'•"'c,,,a"ot"° It with shallow depressions which hold the glass fibers -/ :•'^ uniform distance be•uw the surface so there is no dt, •eOOpc,o, 44.1014:04°94 ger,f their breaking out and causing contamination. �600„wtt '`ow' Glasbord frp paneling is highly suitable, as an tem or finis', mates nal for insulated building panel ss stem 6•.' • The panels can be full height ui one piece without a •++' --‘4,1041seams,whatever the height from curb-to cellutg.Thep• _.= -- art no horizontal seams to fail arid be7oma iinsanitai, ' d Because Glasbord frp paneling Is highly resistant r to m,ilstine as well as to Impact and abiasmn, it is ideal .-r. / e'• s s , for areas Mat alp constantly wet such as locker ;and 1 *tetAl" I 4i show', 'mans • t. �` : � •t• ,�, " I l ladilpmdlly while,Glasbord flat panel is also ' .J 4 I ma. - `•- • available In beige The colo) will not chip, flake, or i . wear away.More than a surface coating,the pigment ••• '`1ll impregnates the entire panel depth.Custom colors 1 + (� ,' +� are available in mill tun quantity J '5 i At, r !JO The panel is available fire retardant for use where + l'' retained by building codes.Called Fire X Glasbord, it • r1 1 -7l , , ' has physical chat srterishl s similar to the regdlar panel, ��, t' '• plus a Class A flame sweat. rating of 15' U L labeling I 11111.4 is available. tr -• • , • nI f• (11 i r, ,nn,r,ha,„anr,i 1,,tl,tta,ldi,but trlrtgsrated low tamp m • ®. • , s u operation ori r.tai Mfr and ler,or of a fre$Nlrl,sled spiral 1 fres/1•, 2 e real. 10411)ant til alhorti i eih„g eanals iii•toWended$ys yayy'C • h n a110,overlay t ac t a0»,d rapbated rem Ov Si wthou t 7 i ail food IR.tl I,an,leans tilt tluink rod baby with rilashoul '..._..,rA whtlf ■ 4 In plant off„b owl ilioni ate 11ral•hrf sled with rilMhorrl Ilat whoa!on hnlh .files ri I at whom. ....ins of nLrfhnrrl pnft!In!g Hay flu IurN'ng lonaar i. I at tory luny.ft',not walls anti railing WWI with tLashorrl flat itsnel at;.stain resistant,airy 10 Maap clean it / Pretahnreton pulse•1 rat mg liana's are i!iWended Stow lip • hat inlet nenstionito,with nNulasett/,s1/0l rods H Preful-olt atatl factory laminated wall panels eo up curb MI to ceiling 177't.!ghi.with no hnrtiOnseamsl seas ; 7 4.004144104444001 011rhord Italtallne is used as es to,or soffit lot shopping renter • lir U Olashorrl hal panel has the Iles ihd,ty to foal... it amnia�., '4...1 atlaptstlie to odd stt•,trt `,"__�, _ seam No seawags of k iso s,ta lilMnrt bl fiat paneling',,wale ty.r fnrst ;rlrr sigh rr.r wau wrGr,• Ilihr.H ' ' f�' ht.p„•nfttt.sl Iimfe s„ ail,sling,t not iptandad to .1.atilt Iiraienieti itS Ilya r' Am/ Whitt cit a1.-ttN1 ,,.de, \ t` . ... I lirlill Q(� November 21 , 1978 THURSD!f'� Mr. kay Wold Washington County Bldg. Dept . 11111 150 North First Ave. Hillsboro, Oregon 97123 RE : Gradebeam/Slab Keyways Dear Mr. Wold : We have been requested to notify you that under the field conditions and circumstances of the construction of our restaurant within your jurisdiction that we and our structural engineers have no objections to the use of a keyway between the gradebeam and slab areas providing the keyway is penetrated by the dowel rods . If we can be of any further assistance, please feel moN[ �`� free to call upon us. �� `,� Respect lly, 1 Pa L_. -----._... R. Fain IIIMelvin 11 Vice President/Architecture ME/ae CC: J.C. Schrage Gene Allen P: .1 Dixon TGI Friday's Inc. 14665 Midway Road. P.O.Box 100320 Dallas,Texas 7521: (214)233-290C DCPARTM'NCT UN CUUNTy OF P14NNING 4/QV 11 l;,, RECEIVED November 17 , 1978 Washington Co. Administration Bldg. i Building Department THURSDLY2 1S0 North First Ave. Hillsboro, Oregon 97123 Dear Mr. Wold: I have been requested by Gene Allen, our general con- tractor' s superintendent of construction, to inform {, you that we have no aversion to the substitution of exterior gypsum wallboard for the 5/8" as noted in our construction documents providing Washington County has no objections . The reason given us by our general contractor was the unavailability of the specified material within the general market area . T • If we can be of any further assistance, please feel free to contact us. RespeLtf Nig N1cIII) Vice President/Architecture MRF/sx cc • Wier 1'asady/•► .C. Schrage Gene Allen it r :,,,,. TGI Friday's Inc. , 1466:Midway Road. r P.O.Box 40030. ) Da11as.Texas 7,21: J�4L` (214)233-290C `C 1.�.��.a. -F off. _Cc__ la7 y i tact j,, FROM v., e. To R �, WIER CASADY COMPANY RA GENERAL CONTRACTORS • LIC #180840 5410 Venice Blvd,Los Angeles,Calif 9001" • 213!933.7311 SUBJECT /G4Z fridty '.a c ✓a.J/,, 7 7 I .iY7 u k. DATE//- / ' 78 }mac„ wr, f -�- lE •*4 3 6 8 =ear your- F , lcs oh ahoi,e 7; 6 /-copy C 4* ?a.," ?.-c • y 6 y oSh � N .M r l�, /.s." / G of y 6Gv--�^7 # t'i•14: ,i.y C.C. ././4 ri „�-®p�c �S.0 PSGy d T CIcn l 7.Lia al 3*0 .�.ra••e. - i' //c lc) a n.i Iv os Ts 1' Ge!4•w s y / va.i l• cc, i- /did/ c47 lnttft-c71a✓ /"l•- /qs ford"an /o - 2 0 - 7d PLEASE REPLY TO —+ SIGNED `....7.-44a.„....„‘ /(si_,fr Ate i ATE SIGNED 'iD WHITE AND PINK COPIES INTACT. FINK COPY TO FE RETUPNED WITH REPLY 1 ,y. '`r Forest Products Division Laming oducts Dept 041 Koppers Company.Inc..P.O.81 40 Magnolia. Ark, 71753. Tel. 501.2, 7• r� 'rt 1„ rte+ , ,; rte+` WIER CASADY CO. Architectural and GENE ALLEN Construction MaterialsAlt s I 1�I78 DATE___ Kt•_L1 v CO IES JUN 7 7 !r31R AUG 11 BM MEP G SADY CO, j U-1175-2 SHANNON I WILSON. INC. Ge2255 S W C,� yon Road•Portland Oregon 97201 technical Consultants (503)223-6147 October 18, 1978 TGI Fridays, Inc. 14665 Midway Road Dallas, Texas 95240 Attn: Mr. Scott Martin FILL CONSTRUrTION PROGRESS, OREGON Gentlemen: The fill construction at your restaurant site near the Washington Square Shoppinq Center (I-205 and Greenburg Road) was completed at the end of last month. We visited the site on a periodic basis to observe the progress of the work (both excavation and backfill) , take photographs, and measure in-place densities of the fill. Work was slowed by wet weather and site visits were made on the following dates: Cornforth: Excavation phase - August 24, 25, 26, 28 Fill construction - Avg. 31, Sept. 5, 18, Oct. 2 Technicians: Fall construction phase - Aug. 30, 31, Sept. 1, 2, 7, 15, 20, 26 Field notes on site visits by D.H. Corn.orth through August 28, have been previously sent to yon in our letter dated September 6. Field notes covering the period August 30 to October 2, 1978, are enclosed with this letter. One set of photographs of the fill are also included with dates on the bac}. side of the photographs. Field Density Results The results of field density tests are given on the attached Table I. The table shows the approximate location and eleva- tion of each test. The in-place dry density values are the actual densities measured by the sand cone procedure (ASTM Esti Slbloy P E ••WaitWil hl p Whim I Shannon P F •S'rnloy D Wilson,►•E 0 E •Raymond P Mllbr P F •Sigmund D Schwan.C.E.O.•M Mike A'Irnd.n P F. •Dank 11 Cn•nKM,P OP,ld F Nitta P F •Rohn D Abbott,P.E.•bettor,J INecnn C F.6 •Pobr E,Wm.P.E.•()emu. 'amens P E SNNN•Opagi•Parhmd•San Fnnclseo•Fs1•benb•RI Louie 0-1175-2 TGI Fridays, Inc. October 18, 1978 Page D 1556) and include rocks of up to 1 15 inch or 2-inch size. The standard laboratory compaction test (ASTM D 698) , with which the field density results are compared, is performed on soil finer than 3/4 inch. The oversize rocks are screened out prior to the tests, and the percent of oversize rocks is tabulated on Table I. The reason for excluding the coarser rock fragments is that large rocks create large void spaces with the edge of the compaction mold which are unrepresentative of the compacted soil. Inclusion of the large rocks could thus give a ' false' comparison with in-place tests. To estimate the maximum dry density of each sample taken in the field, a 'one-point' compaction test was performed in the laboratory nt the natural moisture content using the standard compaction procedure. The natural moisture content is sufficiently close to optimum that the approximate maximum dry density can be estimated from the 'one point' test by sketching in the probable compaction curve. On the above basis, the results (Table I) shows that some very hicjh field densities were achieved by the vibratory roller. This is also borne out by the very firm surface of the fill observed during our site visits. Only 1 test out of 16 was below the specified 97% compaction and we understand that this area was subsequently rolled. we were not present when (i) the old well was excavated and backfilled and (ii) cement rejects were used to reduce the surface moisture content. Obviously we would have preferred if the ccritractor had ir.formed ' s of these developments prior to proceeding with his construction. However, it is our general opinion that the site grading work has been performed within the intent of the specifications and we recommend accep'.ance of the work. Very truly yours, SHANNON & WILSON, INC. bAjBy C Derek H. Corn rth, P.L. Vice President DHC/kir encl. 'Table 1, Field notes P11111.111111111111.1111.11.1 __ 0-1175-2 TABLE I FIELD DENSITY RESULTS In-Place Max. Approx. Dry Water Dry Estimated Fraction Test Elev. Density Content Density Compaction Larger than No. Dare Location feet pcf % pcf % 3/4" , sieve (%) 1 8/31 3 'S, 3'W of NE 90 120.4 15. 1 111.0 100 + 30 � 2 8/31 N.W. building corner 90 113.8 15.7 107.0 100 + 33 3 8/31 37'S, 38' E of NW building corner 90 126.0 14.7 104.0 100 + 21 4 9/1 S.W. building corner 88 121.8 18.9 112.0 100 + 25 5 9/1 S.E building corner 88 119.8 15.8 112.0 100 + 9 6 9/2 25 'S, 3'W of NW corner 91 116.3 16.6 114.5 100 + 18 7 9/2 Center of building 91 126.3 16.1 115.0 100 + 11 8 9/7 S.W. corner 93 122.1 17.7 115.0 100 + 19 9 9/7 25'S, 25'W of NE corner 93 120.0 18.5 115.0 100 + 10 10 9/15 35'N, 30' E of SW corner 95 116.4 19. 3 114.0 100 + 18 1 11 9/15 35'S, 25'W of NE corner 95 117.1 16.2 114.0 100 + 31 12 9/20 20'N, 25' E of SW corner 98 109.7 13.7 111.5 98 32 13 9/20 50'N, 70' 5 of SW corner 98 102.9 12.1 111.5 92 48 14 9/26 30'N. 30'W of SE corner 100 104.4 16.4 102.5 100 + 46 15 9/26 30'S, 30'W of NE corner 100 111.1 17.0 102.5 100 + 53 16 9/26 60'S, 20' E of NW corner 100 112.8 17.0 102.5 100 + 31 0-1175-2 FIELD NOTES Wednesday, August 30, 1978 Field technician visited site to check foundation of excavation prior to backfilling. Contractor was excavating loose materials along west side to achieve a minimum of 7 feet clearance between footing line and bottom edge of excavation slope. rhe Contractor attempted to proof-roll the north wall with a loaded 10 cubic yard truck. Due to the wet conditions, the truck became stuck and proof-rolling was discontinues until the following day. The Contractor is to place a very thin gravel layer over the surface prior to the next proof- rolling. This will provide satisfactory wheel traction for the truck. Thursday( August 31, 1978 Field technician visited the site, and observed the excavation of soft materials from the north and northeast areas of the site down to elevation 87 feet approximate. The dark layer indicating top of original ground is at approximately elevation 90 feet.. The major portion of the building area has been excavated about 2 feet below the topsoil line. Over-excavation has been necessary in many places to remove drain tile and to insure that inw:ganic soil has been reached. The Contractor proof-rolled the entire building area except in the south portion of the building. Elsewhere, contractor is placing a thin layer of granular fill and compacting it with a Bomarq BW 21OD self propelled vibratory compactor. -1- a ii -711 n-1175-2 I D.A. Cornforth also visitei the site. The field technician has reported that the 7 feet offset from the centerline along the west side has been achieved. The south 20•-foot wide strip of the building area still has loose foundation soils which have to be removed and cleaned out_ it is -'ur understanding that this will be accomplished soor . rhe quality of the fill material appears to be very satisfactory thus far. The technician believes that the northeast corner Foundation area is somewhat softer than the rest of the buildinu area. The base of the excavation is higher in the northeast corner and the technician will ask the c ntractor to dig a shallow pit to insure that we have reached natural ground. The field technician revisited the site in the afternoon. The Contractor had already removed the remaining materials from the south portion of the building area. The first field density tests on the lower fill layers were taken today. Friday, September 1 , 1978 Field technician visited the :site and observed the placing of granular fill in shallow lifts, each lift being compacted by the Bomarq BW 210D compactor. Field density tests were performei, one in the southwest corner and one in the southeast corner. The technician was told that the Contractor had encountered an old well on the east side of the building are& in the late afternoon of the previous day. Apparently the Contractor was compacting the lower fill layers when a wet condition was noticed. The Contractor then excavated the area with a backhne ani discovered that an old brick-lined we:_1, approximately 15 fea , deep was at this part of the site. The well was excavated by the hackhoe and contained brick, numerous tin -2- 0-117, 5-2 cans, bottles, and a roll of wire fence. It_ is our understanding that the well was backfilled with gr.analar fill and compacted in thin lifts using the back of the backhoe bucket. Note: Shannon & Wi1F•'n, Inc. representatives did not observe the well and were not present during its excavation and backfill. It is our understanding that Mr. Allen has Identified the location of the well and has submitted this information to you. Saturday, September 2, 1978 Field technician visited the site to ,observe placement ut granular fill. Two field density tests were performed. II Tuesday, September 5, 1978 D.H. Cornforth visited the site. Heavy rain over the weekend has stopped fill placement. The fill already in place appears to be compact but relatively impervious, with water ponding locally. The fill is arprox.imately 8 feet below ground level on the west side and approximately 4 feet thick. No work in progress today. Thursday, September 71 1978 Field technician visited the site in the afternoon. It is our understanding that tnc Contractor placed 6 to 8 inches of clean rock fill over the site at the beginning of the day tc improve the working surface after the heav, rainfall of the previous days. This layer of cleaner roc►, fill was placed at approximate elevations 91 to 92 feet. The Contractor 's operation was again shut down in the afternoon due to heavy rain anowers. Two field density tests were performed. -3- 1111 _ p 0-1175-2 A four-ir...h layer of softer material was noted in the north- east corner of the building area. The Contractor was informed of this and stated that the materials would be removed when the work was resumed. Friday, September 15, 1978 Field technic .an visited site to observe backfilling operations. Two field dr isity tests were performed. Monday, September 18, 1978 D.H. Cornforth visited site and took photographs. No work is taking place due to wet weather. The fill is within about 1 foot of final grade at the northwest. corner and slopes down to about 3 feet below final grade at the southeast corner. Gene Allen said that they had imporced some cement rejects from G-egon Portland Cement to dry out the fill surface. He told me that the amount of rejects placed in the fill was approximately 5 to 6 tons and that it was toothed in the fill, windrowed, and then bladed down ark: rolled in. The layer containing the cement rejects was ap.roximately 6 inches thick. He also indicated that there were approximately 3 lifts of very clean rockfill placed t. "_rious heights within the backfill . In appearance the fill looks to be very firm with a few local spots where the rolled surface has a clayey surface appearance. There was also very small quantities of weak lava present in the fill. Mr. Allen said that it ;lad only been brought in with the final loads and the quantity appeared to be insufficient to have any significant effect on the performance of the fill, I r 0-11.75-2 wednesday, September. 20, 1978 Field technician visited the site and took two field density measurements. The percentage of coarser rock in the fill was higher than previously. Tuesday, September 26 1978 Field technician visited the site and took three field density measurements. The percentage of rock larger than 3/4 inch was again higher than in the earlier tests. Monday, October 2, 1978 D.H. Cornforth visited the site and took photographs. The fill is now up to grade and workmen are setting out the footing locations. Discussed the well discovered at the southwest corner of the site with Gene Allen. He estimates the top of the well to be elevation 83, approximately 12 feet below the base of the nearest footing. He also estimates that the well was at least one foot outside the A-16 (7) footing and this information has been transmitted to the Owner. The well was approximately 3 feet in diameter and ha estimates that approxi- mately 35 cubic yards of rock fill was placed within the wall. He also commented that a considerable amount of farm manure was excavated from the southwest corner of the cite. The thickness of the manure tappered off towards the east and north. Despite the weight of the overlying fill, the manure was still very soft and compressible. This manure was first discovered during the test pit excavations earlier in the year. -5- • • . , , „ - :''''', '.N.,,,..• , :. )•,' .- . . . ,.• I • •• ' iil 1 . ,,,: , ,• ,••.*--'' ,-..",'t ' , , .. , ',: ''''r '-'"r'-,.f.,,-"i',,....t,.• •..''''' `'''' ""*'" :.'1,,,,, • '' = 1 , ' .• . '':e,'.'''i•... 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NSTRUCTURAL PLAN CHECK CTY.F.LENM T.G. 1 FRIDAYS RESTAURANT raver \,Idrt,+S- Progress - Washington Square trv,iteetMeTvin R Fain A cress 14665 Midway Road, Dallas Tex. 75240 r'Nrmit Io. Plan Chock No. 6007 Occupancy B3 .;oast. VNSorin+,ler Yes property line Set I)dcks: Front 'tear Side _Side Fire DistrictWashington Cour y strict ! 1 MaAimurn Area Dv (.ode: Nnsic ( ire lone S 4,500 x 1/3 6,00(1 sq. ft. Increese for :,prInklars 6,01)0 + 3>. 78,00(` 5q ft. Increase for Side YarJs TOTALS Hulld n' .ise B 3 Assembly Restaurant, '3u i l J i ng area: Uasent 1st Floor 9120 7fJ em , Flcor 3rd Floor Area Separations_ HI< +?at i m n i nes I+h. Ratings )ccuoancv Separator's r4P (�ti� l )penlrn HR 'iatinijs _- Attic ,)raft Stops Vertic.l '_haftg range vent ;orrkiior Lii •s ;Inquired: Rasement 1st loor :'no Floor Sr] floor t ,ta I o i Ith 3-3'0"x6'8" nrloset: air leat n ; Fuoi gas t.wl ln; .,ystem�. `+Jecial Fire iie5iStivo ,kssov,Iii i€'S 'prinkler system plans to be submitted to the Building Division before �—lnsulation. �rycednn �__.._...____ -- ! x>lminer2/14/78 v9 (., - ,, ‘^r-�,�i,5lri[�gtor�t County Fire District No. 1 ,,C 17880 S.W. Blanton Stree: i,40 4 t Aloha, Oregon 97005 Buren,/ of Fico Prevention 649-8577 Plena Examination Report Nn.__ 989 _ Fire Stet ion Progress County Plan No. / Run Distance Building T.G.I.Friday's Restaurant Occupancy B-3, Assembly Fire Zone 3 Address Washington Square _ _ ,Construction Type V-N *Architect/Des it mer__ le-1.1 n R_ Fain Address 14665 Mi way Rd. , Dalla5,,,_?.x__ J 240 Owner Winmar Co. , Inc. _ r_Address 900 Fourth Ave. #800, Seattle, ala. 98164 :tories__1._ _ Main Area 9194 so•fL/Hase neat Area.= , Attic Height 6 i t./Stops none Fire Walls.__On ne .F ire E' capes none Exits 4 /Tote! Width 15 ft. Stairs___.. Enclosed ➢__ Other Vertical Shafts 1 _ /Enclosed yes Sprinklers_yes* _./ Area Covered_ eltire digit, Alarm no S.P. no Fxt. . ,/Class - -/No. - Coir;us'.on Outer .rior.. nQ/Type -_ _ __-_ /Area Cnvwed F 1 nor__WilElfi*/quarrY_.tile. Ce ging tin/>yiipdiiin-bdi_i L.--Root como.ch_inal Milt-up Str. Members wood _Wail Cover (Ert.)_ wood/brick /(Int.) gypJ1d/wd/c.e .tile Heating System_.JQr_c__a_ir__.-__Fuel.__€Lectricity _ Coming system.__lI1ttara1 - The pons for the aboye d...s:robed prolect were referred to tn,s office__-__.1114/78 and revletvcd_--i/ LJ,8 for conformity with State and District fire safety laws and regulations Listed as follows ^.re sppliceble requirements for which we have found no provisions in our examination of the drawings, g+neral note, and,or specifications. 1 . Exit doors numbered 2, 3 and 13 must be fitted with panic hardware. Door nu. 1 leading from the dining area to the vestibule must be fitted with panic hardware if fitted with a lock or latch. All other doors shown on tie drawings must be openable from the "Inside " for immediate exit without the use of a key, special knowledge or effort. (ref: Sec. 3303 and 3316 S.I .L. ) 2. According to our calculations the sidewalk dining area #101A will accommodate a maximum occupant load of 26 rather than the 32 as shown on the seating plan. The upper din^�in area, #105, ding to our calculations, will accommodate a maxi- / . - N"''` load of 46 athera.' ,,han the 66 as shown on the seating plan. The 7 Donal,' E. M v,y i Fina Marsh CONTINUED ni7 By-..__.�_. ' 2it >4; r: �. Plans Examiner/Constructi n Inspecto CC: Winmar Co. Wash. Co. Bldg. Dept. (2) Nsovn*to°;i/„ Inspector Butts FIRE DREVENTION DOES NOT COST - IT PAYS I 1 wA 1 Plans Examination Report. No. 989 T.G. I .Frida_y's Restaurant Page 2 lower dining area, #102, will accommodate a maximum occupant load of 26. Accordingly, the seating arrangement must be adjusted to reflect this capacity in each instance. The total permissible occupant load for the building (including the bar area which we have rated at 33 occupants) is 221 occupants. The building must be posted at that capacity with the placard, which will be furnished by this office, located adjacent to door- way 01 , i.e. the doorway leading from the dining area to the vestibule. (ref: Sec. 3301 S.B.C. ) "4. All curtains, drapes and similar decorative accouterments ( if provided) must be composed of noncombustible materials or must be rendered "flame- proof" with certification of such flameproofing submitted to this office. (ref: Sec. 26.102 D.F.C. ) 4. In all walls and partitions, fire stopping consisting of 2" (nominal ) lumber is required at all floor and ceiling lines and otherwise at maximum vertical and horizontal intervals of 10 feet. Penetrations made in this prescribed fire stopping ;o accommodate wiring, plumbing, duct work and similar utility runs must be packed, following the installation of said utility runs, in a manner which will maintain the integrity of the fire stopping and effectively cut off all concealed draft openings in the building's combustible void spaces which can act as chimneys and flues. (ref: Sec. 2517 S.B.L. ) 5. The kitchen hood exhaust ducts must be constructed of no. 16 gauge galvanized _teel rather than black iron as indicated. (ref: Sec. '•107 S.M.C. ) 6. The kitchen hood must be constructed o. not less than 22 gauge galvanized sheet steel , stainless steel of not less than .030 inches in thickness or of copper weighing not less than 24 ounces ;,er square foot. The inside edge of the hood must overhang or extend a horizontal distance of not less than 1 foot on dll sides beyond the edge of the cooking surface, and the vertical distance between the lip of the hood and the cooking surface must he not more than 4 f ce i.. (ref: Sec. 1109 S.M.C. ) 7. The kitchen nood, cooking surfaces and exhaust duct must ie provided with an approved automatic fire extinguishing system which is effectively 1ntertied with the fuel �.uppl•' system to the cooking equipment. That is, operation of the kitchen fire extinguishing system must automatically shut off all furl to the cooking equipment. (ref: Sec. 1 .216 U.F.C. ) 8. Complete plans for the installation of the automatic sprinkler system proposed for the building must be submitted to and approved by this office prior to its installation. (ref: Sec. 302 S.M.C. ) CONTINUED Plans Examination Report No. 989 T.G. T.Friday's Restaurant Page 3 9. Regarding Section 15500 of the specifications, the fire department connection for the automatic sprinkler system must be fitted with National Standard Threads. (ref: Sec. 13.308 D.F.C. ) 10. The location of the fire department connection for the automatic sprinkler system as shown on the drawings is not readily accessible to mobile fire apparatus. It is recommended that the fire department Lonnecticn be located in the planting area adjacent to the column on the southwest exposure of the building. (ref: Sec. 13.309 D.F.C. ) 11 . A fire fighting water supply consisting of standard fire hydrants having a mini- mum aggregate flow of 1 ,000 gallons per minute at d minimum residual pressure of 20 p.s.i . and located within 500 feet of all portions of the building is required. (ref: Spc. 13.208 D.F.C. ) 12. Inspection ana approval of construction by this office is required: a) Prior to cover of interior framing following the installation of the utility runs and fire stopping prescribed in requirement #4 above. b) Prior to occupancy of the building; prior to opening the restaurant for occupancy by the general public. (ref: Sec. 304 S.b.C. ) 13. One set of approved plans bearing the stamps of the Washi.►gton County Building Department and this office must be maintained on the project site throughout construction and must be available to building and fire inspectors for reference during construction inspections. (ref: Sec. 302 S.B.C. ) 14. Upon completion of construction and prior to occupancy of the building a final inspection and "Certificate of Occupancy" from the Washington County Building Department is required. (ref: Sec. 306 S.B.C. ) SPEC".. NOTICE: DEVIATIONS FROM THE SUBMITTED AND HERE3" CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. PLEASE NOTE THAT WE HAVE PROVIDED A REFERENCE FOLLOWING EACH REQUIREMENT. THI., REFERENCE NOTE INDICATES THE APPLICABLE CODE AND SECTION THEREOF IN WHICH THE REQUIREMENT IS CONTAINED. S.B.C. , S.M.C. AND D.F.C. REFER TO STATE BUILDING, STATE MECHANICAL AND DISTRICT FIRE CODES RESPECTIVELY. PLEASE CONTACT THIS OFFICE IF THERE IS ANY REQUIREMENT WHICH YOU QUESTION OR DO NOT UNDERSTAND. Plans Examination Re'lort No. 989 T.G. I.Friday's Restaurant Page 4 *Notes to District Inspector: Regarding the project description, the specifications call for the installation of a "dry pipe' automatic sprinkler system to cover the entire building. Elevations of the floors vary. However, all floors whether wood or quarry tile are supported by a concrete slab substrate. Wood floors are to be mounted on sleepers on the con- crete slab. L4 INST. _ F.M. _ CONT ... . ARCHIT 1lAoHINGT01! COU•ITY tkll-. i'b Jtf'Ar.i AE!, CTCHIT 4011 STRUCTURAL FLA CHLCw 1 .G. 1 FRIDAYS RESTAURANT aww Address Progress. - Washington Square __ 75740 Melvin R Fein AUgress 14665 Midway Road, Dallas Ter.. architect — i'err•+it Io. �'I!n ::'lock No. 6007 UCCu.^ArIcY_ D3 ;00S?. Ol Sprinkier Yes �� >'roperty Line Set IiaroS: Front ,tear ___Side Sloe Washington Coun y lsh- tricT Fire district------ ----- MaAimun Area iiv Coin) P SiC rirn Zone ' 4,500 x 1/3 = 6.000 sq. ft. Increase for :,rrinvierS 6,000 4 3x 7771577-17177 --- Increase for Side yards --------- TOTALS -- Rullaina .;se B 3 Assembly Restaurant lei Itiint1 true: S.+sement 1st Floor• 9.120 rd Floor _3rd Floor ,1{. Heit,n.:; ,''penlnns HR RatinSs Area Separations — ---- %cr,upancy Separation, 41 .CiTirl•, jpenin.,s HR itJtings 1 Attic .)raft Stunsvertic,rl -natty range vent .orridor Lonst.---_ exits Required: „ f, �{oor nd Floor 'r,.1 t Cor •),lSwnon� , 'it ��, 3-.S L x Total i i I t h • ----- Lnr I QSev „_._ — `... air — Fuel gas t.oalIn,j system leetint -- SDec.lai Fire Resistive AsSe uI ies Sprinkler system plans to he submitted to the Ruildina Divi.inn before Bryce G5rdon2/14/78 '1+ns xamine+r _— -. _.. ��NGTOIy�� DIST. *) November 21 , 1978 Mr. Gene Alien Wier Casady Company 17636 Emerald Street Milwaukie, Oregon 97222 Dear Mr. Allen: FP: T.G.I.Fridays Restaurant Washington Square Confirming our conversation of Friday, November 17, 1973, the plans for the kitchen grease hood and duct system were referred to this office by the Washingtor, County Building Department on November 16, 1978, and have beeh examined. Listed as follows are applicable requirements: 1 . The exhaust ducts must be constructed of galvanized steel . The plans do not stipulate materials and the original contract documents called for black iron. 2. -hose portions of the hood not constructed or stainless steel (i .e. where material is not specified on the arawinis) must also be con- ',tr•uctt.ci of ydlv,uilied sheet steel , 24 ounce copper or .030 inch • 1 ,i,,,, • •.10, 1 3. The hood, duct dnd the c coking surfaces below thhood must be provided with an approved automatic fire extinguishing system wtich is intertieu with the fuel supply system to the cooking erluipm(r,t to the effect that operation of the extinguishing system will automat 'call), shut off all fuel to the cooking equipment. • Mr . Gene Allen November 21 , 1978 Page 2 Subject to the 'uregoin; conditions, the plans for the dtchen grease hood and duct system are hereby approved. The plans have Leen filed with the contract documents of record at the Washington County Building Department. Very truly yours, WASHINGTON COUNTY FIRE DISTRICT NO. 1 s. ., Wi1bUrn Dodge Fire Prevention Bureau WD;'b cc : W. M. 4.;Afee Engineering Co. Washinriton County Building Department (2) • r 41441, WASHINGTON COUNTY ADMINISTRATION BUILDING 150 N. FIRS('AVENUE ‘.4.11.10* MI LLSBORO,OREGON 97173 PLANNING DEPARTMENT BOARD OF COMMISSIONERS �MIRY NN K FRAZIEAirN orr.clor MILLER M DURIs.i-t'•n rnnn 16031 618 H761 BILL BLOOM VIRGINIA OAGG May 1 1 , 1978 RICHARD C.HEISLER RAY MILLER RESTAURANT DESIGN REVIEW: 78-8-0 PROJECT• T G I . Friday's - Washington Square APPLICANT: SCOTT MARTIN T.G.I . FRIDAY'S INC. 303 Park Central 7616 LRJ Freeway Dallas, Texas 75251 I•aoPERTY DESCRIPTION: 1S1 35RA Tax Lot 1800 F I'ID I NGS: 1. Consideration of the renuirements of Section 10034, "Eating and Drinking Establishments": I0°34).1 Intent and Purpose (addressed In following findings). Inn3-6.2a. Standards for Application. Fee paid pursuant to 2401-13. (S250.O0 January IS, 1978, 035323). b. Pre-Application conference help January 5, 1978. c. Application, written statement and drawings received on Janua.^y 18, 1978. 1003.6.3 Procedures for Public Notice end Administrative Action: a. This report WAS prepared on the 110th day following application due to negotiations or the site design with the applicant. h. Findings pursuernt to this section foll.7w. c. Notice was prep+.red and mailed cn February 27, 1978. 2. The site plan suhmltted by the eppiic.Int includes land- scaping immediately surrounding the building that will con- form' to the approved plans for tie parking lot and theatre which are adjacent. I , 3-8-n T.G. I . Friday's May li , 1978 Page 2 A m.ni-park is proposed between the restaurant and the th.....tre. The park includes a semicircular bench that will add a human scale amenity to the southern portion of this phase of Washington Square's development and the users of the theatre and restaurant. The si , down area ties in with the theme of outdoor seating at the restaurant. 4. Final development plans for the area exclusive of the lease parcel occupied by the restaurant will he submitted as soon as the restaurant gains approval for construction. The plan should he submitted and reviewed prior to construction of the r,staurant. 5. The impact of the restaurant on the surrounding area All he minimal. Its construction will mean the addition of another Increment of an already approved regional shopping renter. 6. Restaurant parking will be accomodated by the previously approved parking lot for this phase of Washington Square development. O.E.Q. has issued an indirect source permit for this phase. 7. One free-standing pole f ,gn is proposed. It is to be made of fabric to charact,rize a bawler appearance. It will be: approximately 60 square fret in • and will meet the requirements of Chapter 1950, 'eni:lations. In addition, 8" high wood letters to be i:•,;.,ed on the roof fascia, and b' graphL s to he print, dI o' the west side of the restaurant are proposed. All Identify the premises as "T.G. 1 , Friday's". RFCi)MMFNOATION Rased on the above rindings, the staff recommends approval of the application subject to the following conditions: 1. Prior to building permits, the applicant shall submit a landscaping plan for the area included in their lease. �t, 2. Washington Square shall submit a landscaping plan for Y� the areas west of the theatre, between the theatre and restaurant, and south of the restaurant. The plan shall he submitted prior to building permits for the restaurant ',hall conform tc the concept as indicated on th. ~\� +` May 5. 1978 submitted sketch. �\ 3. Landscaping and other site improvements shall be completed \1\` within 120 days following occupancy of the building. 1?), 78-8-D T.G.I . Friday's May 11 , 1978 Page 3 Planning Director's Action: Approval with staff conditions X Approval Denial Ids" Signature ( \ Date REVIEW PROCEDURE FOR RESTAURANTS: The action of the Planning Director may be appealed to the hearings body If notice of review is received within 10 days following the date of notice of action of the Planning Director. This notice of review must include the following: I. A reference to the application sought to be reviewed. 2. A statement of the interest of the petitioner to determiie his party status. 3. The specific grounds relied upon In the request for review. u. The date of the decision of the initial action. 5. Fee of $50.00 plus S3.nn for each single spaced typed transcript page. .4:s itoi ell) c ' ;sta WASHINGTON COUNTY � ADMINISTRATION BUILDING - 150 N FIRST AVENUE It t.s HILLSBORO,OREGON 97123 BOARD OF COMMISSIONERS PLANNING DEPARTMENT MILLER M DORIS Charman May 12. 1978 LARRY K.FRAZIER, AIF p,recror BIL,.BLOOM 13031 646 B751 VIRGINIA DAGG RICHARD C HEISLEF RAY MILLER Scott Martio T.G. I. Fr ida. _ ..I:.. 303 Park Central 7616 1.8.1 Freeway Dallds, Texas 75251 Subject: 78-18-0 T.G. I . Friday's - Washington Square Legal : 151 35DA, Tax Lot IU00 Dear Mr. Martin: On May 11 , 1978, the Planning Director approved your proposal for a restaurant on the property described above pursuant to Ordinance 196, "Eating and Drinking Establishments", and Chapter 120 of the Wasnington County ('onmunity Development Ordinance related to Zoning. 1. Prior to buil'Jing permits, the applicant shall submit a landscaping plan for the area included In their lease. 2. Washington Square shall submit a landscaping plan for the areas west of the theatre, between the theatre and restaurant , and south of the restaurant. The pan shall he submitted prior to building permits for the restaurant and shall con- form to the concept as indicated on the May 5, 1978 submitted sketch. 3. Landscaping and other site improvements shall be completed within 120 days following occupancy of the building. firing the review period, one response was received from the notified property owners within 250 feet of the property. ------- Scott Martin T.G. I. Friday's Inc.. Ray 12, 1978 Page 2 If you desire, this action or the conditions of approval ff reportay be appealed as indicated on the last page Sincerely, /4- /"i ey . Lakey Associate Planner JSL/sel cc: Mery Blum, General Manager Washington Square, Inc. PO Box 23635 Tigard, OR 97223 Dick Eslick 7000 SW Varns Portland, OR 97223 Ray Wold, Chief Acting Building Inspector ! .I . I P) iirn- '''' [t-: 11 VI A LC SI [ Oiti1Maf4 A T c , 1/4„..._________. ,WIER CASADY Ci .., ,_______ GENE ALLEN • T � � CONEQR.MANCE CER IFS° ,1�.N... 'Inv,, . MA. ., F - IRER HEREBY CERTIFIES fE UNDERSIGNEDn .7. of with the products identified ofblowthe and with applicable provisions of U. S been Product Stan plant in with the Collective Mark the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION IAI . PS and were for Structural conformanceapproved by _ _5 &7Structural Glued L,�m nated Timber plan t such quality tcontrol system app cted the Inspection Bureau of the AMERICAN'f;c 1 manufacturer anufach.rr!r TIMBER CONSTRUCTION Worl,d rhaSllbeen periodically by such Bureau. T r done in accordance with the applicable job specifications TC 1 Friday'a ltetit_auxanC x'111«IYI —'--__—_' _ _ ars.1r1cr1Mh I rpgres,e, (trevt - S� ....................-.-..6.11r.“'.nllnln NO 2±_kl± � _ —__---._. _._---..'------ _ `— — KOp�exs Com a--- �• — F 1'xalucl._P �Q-- -P�— � ' .LL rnM.Ah (IYeSC -. �--7—_ y'(�0ric — —�— laminated Products Group sof.«�„1111 C— Ax_cnns.[ ..nall._Id23.0H— glial itv AssurAncc____ , , N1.., rlagno�fa,—_ 11 iDirector "NE" ii y � CiK7IFICONSTRUCTION C,--) that hUC e said rouse pang t its Collectiveplant i li u1 Ldrespect e AlM RI HEREBYthe AMERICAN w INSTITUTE it TIIplicd f n is anodically inspected anti verified by the Inspection mecho'd ureatMrf products which comply with apll iciulc previsions of said Strulard, that the adequacy of the quality control AMERICANsystem in Nflxl at said p1etof the m any is capable OFc f compllyi ng with applicable andanufacturing anti testing provisions under- signed, saidncompany res is the sole responsibility of the manufacturer, AITwC's said Standard in respect of products n mulactured at said plant Cenlnnn;rncr with the Standardin guarespron of any specific or that product produce to a prod guaran e that being plant is'pciindirallysaid company lns li iled and qualified vlerif ed by the AITC Inspection Bureau �yr�f and that its �`�A earl 1.. ? s 1 aaa,44 RITC • C „I��II Il![' V'' \''�' .rI1 "`•1'.gtir. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION orf . ., .,,: .0 _—_____—_.-- �e11 MrrI1N+, _.__ 10145 S.W. Wash. S . Rd. T.G.I. Friday's Rest. Add. Alter. #61279 � I r L 11, i 61279 WASHINGTON COUNTY DEPARTMENT OF LAND USE AND TRANSPORTATION PERMIT NUMBER LAND DEVELOPMENT SERVICES DIVISION 'ISO NORTH FIRST AVE. HILLS$ORO. OREGON 07124 ;I e� I BUILDING PERMIT P.C.NO. OCCUPANCY �_3 APPLICATION _ --- TYPE CONST. DEV.DIST. APPLICANT TO COMPLETE MIN.YD. F S R OVE RH AA G PROJECT ADDRESS 1.0/+4- S'Of (,dd.s . , to NEAREST CROSS STREET nif zzGFa' ITEM MOM" DATE P.C. A � CENSUS �/ TAX MAP TAX LOT TRACT – STRUC.ENGR. NO.BLDG. F.M. 4!0,4aUlli _ SUBDIVISION._– _ NOW OH LOT— —" SANITATION w� OWNER 7:6, I, / 'i)4r)S let37 DEV.COMPL. IMII� ADDRESS SiFi?f� _ FINAL INSP. rjg�A�IMAM PHONE USE ACTION /. ARCHITECT/ • ENGINEER COMMENTS /A/lrALc 71/2- I ADDRESS ,[ (/e /4")---- 25--- –__ PHONE – GENERAL F_/ (__rk'i_cr_e: 1/Ecreit/ _ CONTRACTOR L'x/ btjC. 725 S.H ADDRESS /{` /5—S. a./. /4.1 z/K (' ,, ..el (2l/ r '!J/ (Xc PHONE __ _,L-34--,075-2) /./Q L A/ 1,4 o�d, ___ DESCRIPTION OF WORK - rr -)174•.'7 d3 IPP1 Y /5 y7�Ch F ❑NEW ®ADD ©ALTER El REPAIR REPAIR DEMO. –T BLDG. SIZE ___ SO FT. BASEMENT SIZE SOFT. FEE VALUATION Z) S S ITEM FEE I NO. BEDROOMS._. NO. BATHROOMS NO. FAMILIES P C ____21. -3 USE OF STRUCTURE_f _ _ B.P. / . I PURSUANT TO ORS 701.055 MY REGISTRATION IS IN F.M. -a r FULL FORCE AND FFFFCT. ST.TAK1 — ...j 8' STATE LISC. NO. /8(39 DEV.COOPL. S.D.C. ALL PROVISIONS OF LAMS AND ORDINANCES GOVERNING THIS ADDRESS 1 TYPE OF WORK WILL BE COMPLIED WITH WETHER SPECIFIED APR0+1/SIDEMALK — HEREIN OR NOT. , APDL IAN -�J/ SIGN r SIGN!TIIRF_ =• '--- !_'_ / ��.__ OTHER NJNt MO-3410 )• ) m OIL (AFTER 4:30 040-3501) ,IIOaQ�(Q_ 02 1`i Uu I IUtSu 1 �INSPECT �7/ I I I I 1 4 r Lb ' eiNIN._ i 399,_ WHITE inspP.,fl !or Copy (l1' YELLOW Ppmlttq PINK Temporary File PERMIT NO. APPLICATION FOR BUILDING PERMIT GREEN Circulation tor "" BUILDING WASHINGTON COUNTY ADDRESS DEPARTMENT OF PLANNING LOCALITY BUILDING DIVISION NEAREST INSPECTIONS 648-8761 (AFTER4^.0 640 3561) CROSS ST. 14 CENSUS 1YPE ZONE FOR APPLICANT TO FILL IN TR. CONST. /�O� I E A ADDi4c RESSi ' WA*4v( S�' 1✓rye I�P MINiSETSACK APID IN DATE Pi LEGAL DESCRIPTION ---f , ZONING ----- '�t p PLAN EXAMINATION • AREA OP LOT NOW ON LOTS STRUCT.ENOR. 4pp - TOW1 /A/7 TYPE OF SANITATION EXISTING SLOG. /l LJFInF J �j �� TEI OHIVEWAY PMT. OWNIR��i�I_TF�:✓nlYS NOS • �I 2 ADDRESS P.d.baX � i ��/� � CITY1Cc011-1-J5,/ TA 7�i COMMENTS: (.Q�,�) it ENHOIN!KR TEL. O. i Vt•rG '�'•I�1.J AD RD ESS • 4 JJ1 S •r "31... I CONTRACTOR - — TS . c °d'ab./ OD/i ' TEL ADDRESS I ; — d O e-4 JOF �. C.______Ri 6T- DESCRIPTION _ DESCRIPTION OF WORK �_ — -� II -ME �t ;L.,. AOO ALTS) REPAIR DEMOLISH ,. . , pp pgyp pA ` AJ . �_/ guru / It�QIM ,E5 _ NO,SEDROOMB NO.OP BATHROOMS _ D — y ` �� 1 USE TRUCTUAE �1�� ` VALATION E 00 PEE FOR AMOUNT RECEIPT Nal DATE F'ft E FEES fEET{ % ZONING COMPLIANCE I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS FIRE MAMMAL APPLICATIONCNAND STATE THAT THE ABOVE�IS C8 DN AN((,,le ANDESTAOTE LAWS PEOULA IND 1)UILDIN0 SYSTrM DEVELOPMENT CONSTRUCTION AND LICENSING. _ lSppIMI?TE OFtj S"���COt-_ L �� pp AODRESS/'6064 406014,, 41-1 nc F'NAL INSPECTION DATE 6..... 75.2�/� PLAN CHECK VALIDATION CK M.O CASH PERMIT VALIDATION CK MO CASH RECEIPT NO. DATE RECEIPT NO DATE 1 I S J .— a r • 1 --17 -� —� -- AMP WASH iNGTO N COUNTY 1,1 , tr, , ,., Dale Building Permit File r) � / /• Bill Schlecht, Building Official INVALIDATION OF 3UILDIN3 PERMIT 4 The Oregon State Structural Specialty Code, Section 305(A) requires, "All construction or work for which a permit is required shill be subJect to • inspection by tie Building Official." The responsibility 'eo call for inspections rests with the applicant. Sect-, 335(8), "It shall be the duty of the person doing the work authorized by a permit to notify the Building Official that such work is ready for inspection It shall be the duty of 111 the person requesting any inspections required by this Code to provide access to and mans for proper inspection of such work." The Structural Specialty Code, Section 3L3;'J), deals wits the expiration of building permits: "Every building permit issued by the Building Official ' under the provision; of this Code snail expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 1i3,0 days frcm the date of such permit, or if the building or work authorized by such permit is suspended or ebaddoned at any time after the work has commenced for a period of 180 days." The above-referenced permit has not had an inspection request for in excess of twelve months and is presumed to be inactive and the permit void. hldgpflbs 11/88 N F (r hhlamigift. I 1. tit - TIM111.1.11.41....211.1111.111 I TGI Friday's Inc. 141i65 Midway Itoad V P.O.Box 4011329Dallas. DEPARTMENT OF PLANNING (214)2'lhxav 75:,411 `n'�•,, VNGiON COUNTY COURTHOUSE (214)'L:i:i•'L!NNl OREGON 97 23 �i � (4( 1 ,'T'c'�C63 January 17, 1983 • -,� Mary Lou Phinney or Jack Godard Washington County Administration Building 150 N. Filet Avenue --lw— --.L.- -11,-"ri Hillsboro, Oregon 97123 i 1 Re: TGI Friday's Sign Permit Dear Mr. Phinney: ' r' I am enclosing, per out telephone conversation, two sets of elevatlonc and site plans showing our proposed sign changes. In order to not exceed our ' maximum allowe' square footage, we would remove our old graphics un the I west elevation and place new graphics on the east wall facing Creenburg Road as we discussed. I I am also enclosing a completed application form and a check for $20.00 to cover the permit fee. If any additional information is required, please do not hesitate to call. Respectfully, Steve Scudder Design Manager /c w T?t3' "11' CjaklQc 1 cc: Paul Murphy I k 2 - -)-1/ r ' a I:wlmummm"1"mlimmmimlgmi...i.m.l."1".""mm'il......"."""aim."....""a ,J f Itm-T------- 1 -'� ji r IL........ ...••• ••• • ••••••0M11• •••• •••••••••••• • li i EAST ELEVATION I --- --_ ,_ - r._. • } r r Ir1/4 , 1 — t -1—-— T --T 11111 � r ^ l w , • 1 riggirommilimigmagamissiosigaminimmitiffmagamammisignigniggiggigall1111111111r=11•11111111111•11.111•1111i 1 14 lli i'' Trin ' .; *' ,,,...... ��� (^ --"',1 1 1 ill .-...3- ) ( ) F:5) j 1 I -.. . 1 i lJ 1 '7 -7 C.C.S ..' a z4Ce - _- -- - tr R G It i�A NT,.G� A!°� I G4? YEU.'w w/lit 'iAc I1 I I IIP f 1 I I. 1 i ri V •-• 1 r II r I r _. •_ _ 1 - I i 1011 ii _rd.-...r,-.." --91-7 — , ...:,...1._ r-,.----,.. e-1-..,----Th-si, ... .... . , , .....„.........„....„.....: 111 \ •1�1��...• ,.........„:„ , ,- , ,, i .*::::::::::„::::, 1...,...:::::„.„ , ,,,,,_0 ,.....„. ,,—7).." i:::::1*::i:::%:!: 1 I. e ai) 21%-5-1.\:. 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L i LJ n > IP o1 PRELIMINARI • FRID 1 •ami 3 C A l.:: 1,4” , 1 a,. $ r I I hiliiiiilllirr • - - - t - - - _ AA is �oW ii 4 L.% I 111 EAST ELEVATION 4 _ k � J i . ... ____..____ _ _ . ____ ____ ____ i. ____ l A. _. ____ , ____ ._r ____ _ _____ _. ,_ ____ ,_ , , 1 _ _.____ _ _______ . __ _ ____ __ e„„,,,,e_____ ________ ___ ____. ___.___ __ •_..... _ 4 __. _ ______ 1 _ _ I T,... iii ........ - \ Ir n /'`,J1 rk ,t rn /N r,r r ri r ^;r r` r r r r; r r r r i t n rl , r i r4 I Ills In _fiL_ _ ._, t , Al_ -_-_, , 1 __ __r ..� ---- - LJ WEST ELEVATION it FRIDAY' S RESTAURANT FRIDA � ��GRESSS OREGON , j_.... 1 ... _A,. _A__- - - I\ - - ---• - .4i 111 t . i , ' ! lit EAST ELEVATION I t _ ice • _ .___ - _ -- _ . r. _.� - - --- - __.._. �- 4 1 I r I. r r r11 r . . r r .-; r r I Willirpf .:, I I ' 1:11-- L . ____1L •• ••••••...•••••.- _ I ..... ...4417- I WEST ELEVATION J » I T.G.I. FRIDAY'S RESTAURANT PROGRESS, OREGON r I