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9009 SW HALL BLVD STE 140-2
1 2 i.�\ ---•�I ,. ____—.—�r.—.____ 10 11 12 13 114 Y �. 15 16 pw HANGER LEGEND CV� A "U" HOOK I B COACH SCREW ROD I f D TOP A P BE M CUM _ E EY ROD L FLUSH SHELL —.._.._ Gt _ - _ • �i - _ G CEILING FUN ---..�T ._`~_-� � I _ I I . ,, , rl l..J �•,,.,� H SIDE BEAM BRACKET _. - + ! i Y DOLT - - N �V -- F �._. .--} - -1��-� - --- __=_ - -- yc- -- ` - t I A T 1 c I I K SHORT P - �'t J' ',[ ` l I _. - - ._.._ i - I I I I OROD LI I ;--•--- HREADED RSG �v _77 I I ! I i j I N MOAGGLE CHINE U ~� p I� 1 i r I _- - - _ Gt— ! T_. - -_ _ —_ N �R I I I P POWDER DRIVENSTUD* - -j ~ _ 4 ._ —� ---{ - `_;�:.: --mss _ i I I IN c. _ --�-- ._'� •t ""�" I , k-•--- R I ---�-..;� �, --,.�.r---- - ,;-_-�•---._ _ .-�-• .; -- -� _ I '�h-- ��-.�c I T t R WEDGE ANCHOR uv: - ------ C. 1 Hamra I t I I V M ! i_T _ - -_.- - w - -- r- .+.. R I r�_ 1 V I ry G v✓ fi I fi I Y. I Y I _ I I 1 h I x� _ � r uu -+ 1 -►4--E *Ar EARTHQUAKE BRACE A k I A r I h '�` I I � A `' EARTHQUAKE BRACE L - QTRUCTURE TO CENTER -- •-t- -- ---- -_.�___.._ AXP" !'.13_ I r 0 _1C. � L INE Of PIPE IN INCHFc _ �..�—�__�� '"" K +-"'J A A A k f I v,' I 1 - - - I SPRINKLER LEGEND j 0 _.T ( I K I _ JQ: --- 1 I ix SPRINKLER rl' - I i i L - - - g RISIZESI� -- 0. '� � r I I 1 r 1 -E------•_'�----•I I ORIFICE I � AND TYPE R I a t a v T I I I 1 i SPRAT 1� K t 16 a I-e � �- . I �4�e fr a w�fr.c:a:rir u s+rR r+ts rw r fa llr' is�t,'ai r a-w`c�e�r�c��i c; u m -- - -- --• -.--._ � I � � n� ' � 1 1 G 1 rU -•T�'- ---- - ........._......._•----• _ _.�_..-_ _ ._ •- Ik...J O�� �1 ! ( M1Q 4 r}--t I.._._ _`� I ! I I - - SPRAY J ,a _ ._....—._ _ _ � t f . _ I- �' J I 1 _ _ za r 1 I L 4 i•V r ! ----'- -�-- I 6 It ilpEw o• --- - I � A K '_ r), �! rt N rZ ___; 4 I -� _ I I M SpyCrlrl 1 I -��'�w %�. - e ( lid' S-- L11 T . f /> _� I i pRY TYR _'?L. r _ hEE 9• ri _`+ I' I P �KL. o E _62`l. E,+, i'. 0'ID I • 11 � r r "_"1 - _ I 1 J 3BR 0 + U �, 9Jl' I E TEAT. RATI�U ^ I I f42 6 A I �~ 5 d' ,u N c • Q 16L #Lv f 2 ---- Ir M' � _ T R A R I '�k•�-• r 1_ �' _� I I I I I — J _ SED ._.__. SPRINKLERS I�.h I•kYr _- R N ERS U I I t d• 13 E � o- �: I y KL �I I ( 1 •V I — pI 4-� I l.`►4 + // .� I ^'h _J •IL p�JV c. II I'a5 I •!-- 0 0 I`J� F O O� t •_ r"/ l ! 411 420L 411, R I P In 9 I 1 _ II G 0 v\ L, G M?o E CAN- FI I' j / I Bio U `33 tb% p --- �" •`- —..--.1�»�.._ __ - _ - � I � � A I - ......r w. A --•`� � -y 0 1 E I �', 1 , I ! Ct ,? u d.:t 3 Ilo: �h \ ► D ZEE. I 3 U -- I A Q BDb I _✓ v I Y4 l a t- Y -� .. �_ __ _ - 1 ►� "' _ I TN i G AVOID — / CALUMN j (I --�.�__ I -__ E'•�AL.Arole I TOTAL Z30 i'�------- ( -�` i �•,`; ��II � ". � � 1` I /%� I a A , �a7 I � f1 ; ,I FI' NG ApP _ t:q i A I o I ��r` I TI LEGEND ROYALS REOUI G -- -- -�— - '"�• 1 I '' A f J REC `o y rr: N,>r. ?wNs?k RRZN• 9 f/ Q' wll' I A Rs = I_0 DSM AG ✓ ! �j TSN T-REAOED S«APED NIPv_: ° - HEA, vrI 'r Dp GRI sE t 4�c• r CD;v R "uE " gR 4 MAS t 1 �rcr ,r EL. SEE E 1 T S I _TI �, A + 13U -�-- F I- ______ __-!- . Lam_ .--•_ - I ( I I \` I \, I -� _ __ A L I ' C - - Tla/iIc 1 .J I I� o ! a J R M R a t FJ6�TEk A«Lc _— - P-Ar WL 0r F 6q - � _ ___. _.._ z M.T. --- - -- - _._. - - R a AIM KP�rf� - - ;o0. OU;�LIT� NTR BS AT� , � T �... r F I r b\Ol ! 9 i M T N VA l JF k APPROVED FOR F v P o - _-... - N �' h! I 1' uM 0 FABRICATION B DATE 11 0 9f A �..� - A�} _ - a 1 I n �� zRE=. I �� L rs 4a I I j sir t hi'c. �- GENERAL N",ES I 1...._- •- T � .�r I _a'4"_"'. rr Z,YR fid( I J 1 O t.... Mc•EF_-At P1cr; - c - • f '•' p 1 SIJ ! u'•: �' A_ G B_NEI'. Al`,: UNDERWR-ERS avoq,DVEG •- ! i �...' Y r+r.- - ,,,_ I r')In 1 '" I I _� J •' - c -;:Jlr..cr tOr -AP- Gr,;-[P'S CENTS= _ I j f! _ .,_ RISERS 8 DIMENSIONS S"OWrA AR, . �,' B*f 1_0 o F f f - _ _E r.. 13 ENL . t - -. wsAFT — - - - �. �D � � I y � I - P .il L N In u} v w G i� l,lf 'k 4 M '- - - _.. Jr.,ANGuv B IN A,...O D N,.E V. .-_.- ._.—.. A OTE• ALL BitAtrr,u INCS D .IcAB EDI for C L 9•C �I:L L c7 L. ^ a•1_ BF IN ACC 1PDANCE w Tw NCPL PAMP-,E-NC 1: APPuCAB:E E.: C ---- IN E.%POb110 Crl:•ILINb ALL , Le`�y 7 u P - , ry � � RWr.A ru Be RrrrpTCA •-.�. v - Fu d�E `, y •F _, WE-DE'. _ ---_ waccD L n.. _ ' _ '•.R-A _En.. .. -.. I _5 �. F E 21n,,I r J N�i � � NEI �tJT►L _.�-•-��1�• r[n An,n 4bL Pr.: Rur Plot, '41 �Ttci_ :rovT12 R1TAur woo ''rf� -r N,cL Rh�D _. PIP[ [q ,. q [ I "' tJ tILo - 17f it t 7�="PEiC li7`b' - A tkA E 4 MAIMZ E ^T HL /^w T ►� IR_P7 Oc DIPr t Floor r _ �rnl�s First Reffe ..t C:e��,► �a r Pi\r-�TIAL /. ,w_II — ::L^iI11iN7%4':r67[Ai:�L:Trq.4T7:TA'.Yl.lt/Kri:'6tA..:A'. I,bKrr�.'.�/;p;LY04AW.'w:laMtlYer1R f,V�+tapn p _ rAU719..:f1r►FyF'.../Jr::ll 1.74"•i. UgSw01:1^..•.6,,•..-. r,;...-♦ ,•..µ:9i7�:bV Dh.115tiP •..Y4. 9 I 0 -- - - .. .... .�r,--. .�ara...•.':.ir nvu.7rA.rfpcap.r'R1r/o::.A,:.y.rf.,.:a.: .,.,r•...yn:"7M)A•rnaM,.'.i�.YM*.,u,.,:.aw•n::9a.e:r1Y.4R:1�rP;Yr.wstr_,,, - - --__. ".,>..,. :,F,.,'• .:..Ylrr....v:x:ue,1.fra. :•.�,__.,...::•.�.r•,-1•. .. ,�..�..�r..��. _��.�...�.�f.,�.,Ya:,..;s�a,.• .. DESIGNt ^RITERI,'. AND plpE NOTES b fJEwrof GN, I f r k-IA AI�v lk r -�Jc CAT f- 1-+1-A 1,1►nIT:. �� F Z-) AI-L NLVJ TN►.c.a .'_I r'Ir; 1 I f36 .LH • 40 ,Y ZB'L}?,nD RFF V — .—_ __, U'ONrTTKUGTIiJrJ TY [ I�. _ NEw MAIN ` N , — OI'�NLftiELU RPC E> !N(a �IJ(1�NT ` TEK.rA.Afd 4'f�ll�_ t•�'A2Atz_� V IP?+r 'mcµ kt;,.X,i1�C �� l,J E ALN. 10_ -- o ,r CONU-f-TE Hss . AI f IC' J Ir N � a � ,J ' pl ) G `� L-NTF.`f !.f1NoP`f i��•,I ,pJ GF�Il61'If•+ c7�L�. L L) f--- - 4 ~ q ° \a• d \ r H'•Hv IN NE0 CAILIW, ' -w VY DI1wN y1Z.1►Jle ., n-r� o-+ t ' " 2A K'' - _ I'A+ s00 Ulr•Iry me 1 PE;WPGNT HEAP 0.1 NF-0 GE II o -V-� 'I! ' o-� �;Rsa 4/K RELOCATE (:k1yTING. PENVt;NT TO NFA UPltic,{}T I{LR ' EF. Uf_EAI( 14 - o . I- III !�' ' q�' 1 I h @A APP(LUT-IW) NEW UPP4614T Alf N ,[NU �' �' : L � FIE I (`r it:J GB I L J N L, p l.:t o ., C 15 0 2-3- 9•f — �l, _'E EXI�iT IU RE.�1p IhJ REviSIONc - 601) � E----6AISTG 82ArJcHLINA w/ I' IN1G UFRIGI} F Nt r11J ALL ARWO L- -ri ANA URJ7VS r r uJ w w I'1 . �.l �RuTArE ExIST'(, ALL PI Pt LEN6TM5 '(U SE FIEI.p VEKIFte �. Y -- ' ti cr o- n.--,rr out�Er To ._ M zpnst M�S. Al � e 4.0 1,~T" � •� ERANGNLINES SO cTs I°AGIpX. DDr�N '� 1" N• �'' -- Q 14-8 t4-a f-_-. �✓--_•-r w° ob VCA I owrLETS FA"- -VP 1 .ft.v 7 A14 t4'r M.i.FrUU �iGI411 rLL` � I�ki7TLC i U/J IN:tOE 4 W vl ' - _ _ I_T� w -- W P► I N c� STA I I_ --- - PI NIN I_. I.�c= T . I� �---- - al ' I'� _vN r\. 2L NTS rl{,Nr YALE: AIzEA - ---- — - ---- m y IQ 14•♦y °l) M •,.l fVTS Tv�K RN S I - - --- - - M ETh�. r u'�5 u► til_. '5 ��. CONTRACT WIH v _ I'� � l� t 4 zAM��A��r•1 TIS U amu'-�N zoo pp AF1 ,t ' of CEILING t. P- f I - Q y•o 14-55 r I,-1.y ' - _,, °. fir'', --- +.r,.,a,:r.,. y,_ - - - A,-- c.- .J _..,_ ._ -?i�fA,.....•,tF.Jrri.�:1.4�i�+fl,y'YS.,.. C S a ,.�'. ._. _ L r - - I NE►./1�►tT l3EM , � . .. . -a11 r ' o-�� -- .__..... � u � 9 aJ j 41 � �'\ : i'e•� p . fi !'1 may' f Hr�NF_' 114-Z:. JA 1 WD V (Y rte— + r_r I 11� '4 J IU _ o i v v o -__--�Z••�}i Dl---s!- W r�r r!• I CONTRACT NAME ' I � I� fro' Goh+c. erM -+ i , �6i `` g� - -q`L -t I't "- `'0 FU'L1T!H VALLEY THE 67U(�� 6U t- I q•z q•z ;ti FIRE MARSHAL OFFIC APPFjC)V[i? 9009 60,1 11 (3L VD r - CONDITIUNALLI'Ann f, TION R . J4 14 kO)VrO. C7 -IrE 5uf'T'. IGERRY /Y/ 1 APPROVAIF PLANS IS Nrl' H Ih14 M ``/,/J// ` M , V� I 0•V G•lA I N M 1 _ 1 _ OMISSI Ng 13 OVER'101IT3, �APPROVAL OF ^flTr f'NOpIE � �t7�-Ip�•j- /)I��r�, - SEE T ED LE7 TER•.- . . . I:] . ESCALATOK NrILL- AA1*1A5LE GaN'irr�y(.�'I()rU s PLA IN6H /�. . ATL410T �-•J DATES FIRE PROTECTION 1�. ` ( J„ ENTK� G�No -LipP,_IG 301E NE HIW4LI'1ANrn 5'(: uN1r A 9°09 SW Hall Blvd,oto 1A0 p P µT Pkr�r�c t l�If vANGo���a ,;�A Good Guys - 1 of 12 I�N I '�' t11[ t;Iti r I. Iil,l ,aeana - _'""�`••---r `�._... ''"�', ......e���,, -^^ +�,,, -'- t 3 4 5 6 DESI HER__•-__-__DATE - SHEET _ JQB NO • I , ,...... ...........�...:.. ....M., ..r,. _.._-_•.., ..� .,- .t.rte.. ..., i 14 15 ( 16 If this notice nppeJEl's clesu'er thlln Ilse document, the document is of nuEl'ginnl quality• 3/4/97 11l1l;lill!il t111ljl�Ijlll I ljljljllljljl I ljljljllljljlll ►j�jljlj�j!jl I Ijlj!jJ111il'I ijl!Ijllijlj! I Ij!jIIIIIIIjI I IIIjIjlllj!jl I IjIjlil�ljljljl I Iiljl�!ililil ►1!111 I!I!II t INTN MADE IK CMIMl1 1I tl�!Illunl111111ullnulnllllnl111nlnnluulnn nnlnn unlnu nnlnlllnl i' 30 Ilnulnnlunlnnlnu IIIIIIIIIIIIIII�IIIIIIIIIIIII ILII nIIIIInIIIIIIIIIIIIIIII1111IIIIIIIIIlIl111 111111111 111111111 1111IIIIIIIIIIIIIIIIIIIIIIIIUIIIIII11111111I111IIIIIIIIIIIIIIIIIIINIIIIIIIII�I X 5 6 I 8 \ 10 1 I 11 12 113 14 15 16 HANGER LEGEND _A '•U' HOOK A B COACH SCREW ROD - _ - _ I CLAMP Q _ P 0 B AM it ROD - I '...: :.'6i3a -"- ..r-►._ - ...._.-_— a - - -._._--_ r FYUSH L _ w i ...a.._,, �! , ..•-.•.-=•-...-_.M.�_•,_ _ ` -- -_�� ____.�...r---1 j �\ � cr,IL _ _ _ � CEILING Ft,A _ - -_--'_- --- ._ .. __ - - _•---_ - _� - A 9 PI E ' E ,rEr=+ (�J'.TN�� 1 I i G CE _ � LPuF - I ) h l is A BRA ET T I .�"-r I ' k � ♦�'�►-- I ��-._.____-._._ _..____-- I No � -------- SIDE_ BtNi�) CK - I - {� •:.'' __.._. ._�_ --- 1 4 J •'J" [JOLT I I -- x-- I T i i K SHORT CLtP -------_�-__-_ _ ,o _ J- };�strscaxsstspsJa� .ate.s.Jr C �C -._ -•�- ,- �3-- `_� K �°r' I 1 L „t. ROE -- — Tr _ M - - --r------- MACHINE THREADED ROD N TOGGLE NUT _ Y - _ _ -_ _._._ _ - - I ;,,, I - � I I POWDER DRIVEN STUD W I "_"` -° o -- -•. *_~ M _• ,t _f -_}C �_ I Kx.� t R WEDGE ANCHC)R _ . . --- _ Y I i :-1._._ _. ---, __ t �.li^—•-�•--��•,-•--. K -- •-� --1----•-- _ --•-�-�--__._____-_� _.�- _ •--• � __.___ _- _ 1 �--�--•__-� - 1 I I � I I 1 T --- —_.__ - ...� _••�—•-yam__. 'L..• 3•:1��+••_-` _ _ g ;R. '• r T'- - ,, j .iJti-..:t �'^'---- `�Vwyik'gt- .7E .•.•5....... Imo_ n r-c_. J 1 I •I � I n is -l"--{1--/ / — 1 (J V __.� ._ _— _ h '7JZ..�S I I -. - • I _ J71 r7- _ _-- - h II x _._..-.-. ♦ ______--____ �,�' ! I u I "' J I L 1. _-�-7 -- � d �- -- N ^ .._ o f cil I I r, 1 w *A, r ARTHpuAKF BRACE K Ai..� a wA, EARTHOUArE BkACE '�»--•�-•--- _ _ __ E..>.v 9EZNr.cr1- _ r-• -' -^ - - - _ l.•r,is I.TrF) I I I T 1.... !�„NI 1_ - _ ,•.- _ _-I ti'R�J�-TURF TC CEN'EF 1 M ONE Or rlor IN INCHE: I ( 'i Ti _ �.. R _ _-___• _.__k _i-._ j_ 1 __._ i 1 + 1 r-n;^IKLER LEGEND I`- I - Ate. -- -- I efj RIEI a R I rR OANDCTYPEEs ( `~ _. R f �i I ^--� I A k I E 13 3 i SPRAv i 7Y iutut M r MEF(•4 Ir., _ til f --_.-- _ _.A—_._._. _...__ .._.__.� �. -. 1 --I I I C I , ERRJs.N Evia �Ic i�i n, .''-a.i7-R�,cw tb!I f'rf Y•!r-i�'1- 7¢.JRi.^i iA JR�-L•�M4 ' � � ��;� I I :f A IE ® • . I �` ! `r r�A�Y_..._. _ _ I I IJ I I e . G I - SPRAY C - �.� g ._ I 1 �..>. 1 _ _ _ d --T - - SI *A,, `. ` to)A _ o r •�- � I � � rorG I I �vl•,T'u � �I I i �- Q !� E DRY nrvPE71 .,- , -- _ .+r�.. ._.�_.._.._�.�.._.___._...__•.:.:_.�..___--_ r ` � !' •E TEMP ING Ott,, ..._ ' ^ 165• X X 1 //� - rh \. •1♦��. ( (7l:'T� t► 2 ( �I _ I 1 ' I' y all: J I � � -�- ATT o �i ®`� _... ._ � r,r A ,' , � 'I � R I� ( � I N I .•+ I � ref• z 2�� _ _�„I�R_ H �k I •� �" --T�I\r'F�I� N TR 1 ( r K ! K C C}`-cel I `F'�'`_r Ij c� T I ----•--- --1-T•I.-- � -- i �-,�.:.'� •- _ _ .._. •.:,. � 4 , -.. ._ -� � _ .� _ � `� _ I _ � i �I - I = - , I r Ji . � I >� 5«• i ,;,� t + 1 _". 'I -� "r "' i _ "' • SPRINKLERS USED I ( � I , I - - r II1414M• I fO A a I l°�-r-- V n I � _.�2 I c cE�?�r� ,_►+r.s � RP..�� '/Z' MoD•la 9 I�� - I i fi I WIZ GH 2. 1 r PI PCI I ra � l v'Z' 'S'alq nA It o E)EM A •� 4 V 1 , ` -.._._.__. ••,,ti ! REL0 rEv { ( l l5r,_Al..Arvit- 1 I rOTAI z FITTfNG E,3E anpR R'=0 IREC I t_ ND OVALS U I k IA _ , A 5� s aeg k•ac _.._._ Own+r Ez]-R I� - a -- ----- - k I - 1 c - I .. �»-- ; o RIauTJo �i �j I 7 I I ` N IF ----._ --...r- c_1 R LJ tLE� t -0 1 I, T KE A r1 I 1.6 If- - ___ _. -` �" I I NTRO:. B` DATE .... I T� _- - t ,/a L.+t k J;N R FABRICATION By Uh i L. _.. _..^--r--•--_•_._.._ Op, -. a - . _.. _ . ._ � �_.� 'I -.� __ i GENERAL NOTES :7e"�:..�'----•---• _$.-- � _.._ A E I I I 1 +'� I� I � � r. :,� DATE NEV.AI•^ t - oc I \ --- �✓' ErIST'v w/ p.. . n I -dr4 A , I - �1 I _ E �U JDERWRITcRS AP - ..... =EN*cP E%CEp'RISERS G DEME J_�:.�•... :--:r:... -- 4 _ i ►vaTE • w - - _ . _.__ _ �) I P,. r AE3 E R AE ' Nrc r r r � ..• - •RDANC:K �ycot PAMPr+ C-r{ ADI• CA6 • ALt_ BRRI�,MLINI:S N.A.�. - _ __ _ - -- C r• EDi`tON THPEADE0 AN:r WF_DE:: S�+t__Ec_ �r,ACCOPCAr;CF IN IrxPO�t:G G✓;+i.114E, SAtE�. ;:_:. .:.••.._. ., .. APPucAHLE EbIt10r. TU 1 GRNr�r r E EVT10t. 11,PIPES ROMPREEZrJJ3rN NEW L rJ t K' .- OWryEc :�`CE ADEGUA'e.r A-T^PR - _01 - N r r P, 4, DE 10E-p r PEOUIREItl BF PRO:DE. _.'. .. ,.D,., •-n•. raga• r+,•: _-_ __ .__._ _ .__... '-1- __ _M1�4 AIN AKr)uNo tie. - rwgr j V,EI r GA s} /J1 First .. � ....•r, .. J. ,..,.._. .. ;r.. •. .. ,...•.,c -' t ,. °7TA ftS RNU I6C AtATOR. `-w__J ..... u n /� ` 11 L I (� /`-+�' �l I^IAL PA I�I l 1.L.\`L.l. 7 + J -r nr nRED'-0 K PROV DE; _ e ( i1 ; �'4l:aYT6i71��f:A„�:=.. , .�.,�,. .,,.u�,�ea,a,r..•r,.. �,fEa�.,.«.. :::�, p - '.:fwY.:<'.. l'��.T.M.^L'.7.... .....,:N.•��1:.r4..:.•.,':^YIG`,i'O,•.&"{.LMr.f•:f.R%:n.1N.'LW�:%.r:9".Y.TA.:.r.'^./,'L .i RT`,r .t ..�. ,. ./II..S.., MJWiCA2.!2.., ....e,Wl{I.N FtlNy.AV4T ,iT .. L.t}VM .... I 'F� ' DESIGN CRITERIA AND PIPE NOTES D (F{I 1 1.ItIJ� � AVP * F:EWGJIT� �••1::•f>tC1t f r Lxl: "ll.: �E^� ITY wmir . It AI.,u 13�� l T�T E, M A' ('p �rJC•T LOrJ jrRU(_rIIJNV 'T"'eP 14� L�JN: ,�t 7 "?Et: ALL f+i E A', . - 1 ALL N'.- I 1){F-tl•F >E > P(PINS TG RL `LIH 4 NEr{J MNIN (�I f tNt. Ic K6cv.JEf.Er�) Tu Lt -- - _ > 1_ __ —_.-_---_._ ..-_ HAf`%r%TE� T•fPC, CuNGJCET'E W�fJ�C AuaH.ti CkJ,lr., fi�a-T� r �R - hCLU�llft EXlcstlNC, (+ENI�EF�T NEA( IN NEN (.EJL/lJtT C AOD(Lu'r IN) ejEw PcNPrjmT FkGPI� ,til NEr7 %F. rt,lr.lt,. _7 OR wELocc�tE f;rl',TIE�C. VGNOfNT to N6hl U;1,4K-14T OLAV (sE.t I�ETir,tL.1) ©A ` AOL.'(iur-Irk) N�aJ UPRjc;I4T 14CAV IN E/r'O5GJ> GEf(.,eJu f11zCA`� -�., _ i •, '.'E`, E:xI��TIN/� UF'rIr„►jt HCA( tl7 u,tMAIN E: �-EKIsTCG BfzA1JCHt.lNE w/ I p PnTATE t:xl ,t', O'a7 uF r Fri EHAs ix�rJ N AL L ACLM-0VE Mr REVISION; r`J ANp 17r�oNr •T'o I" ScN. 4v [,A-: BY - -- - -- tT17r+vCr t1r+65 s� T' ALL P114- LCN&TW 1'u SE FIFaI� Jl=►'rrtt �>. -- -- _.___�__ I uvt�[ty t'Ar.F. iP 6 I- IFINU FTAII- _ ('1PI!`I 1> TAIL - -__ _ - ?_- - ~---- ,- --- tINC IVIMr1oNNLS OFFICE— t ! �- RIALAIIN VJ%fT fin[ MARSHAL OFFI�� CONTFlACTWIT:I AI'r'hr.)vl�lt . , , . • , . . . . . . . r� Cr�*M(TJ C•UN57(�.IJLTI,�N 204SO A�AG(A ',T .5u -rR +00 CGNIJIT'IF,INAI,lYY AIAPfK:)Vl:'D. . . . . . . I�IEh/FbRT BEAC r�, c_A , c-?- r� APPHQVAL,„r PI. a Ip NOT AN AFPROVAL O GUNrAc T'. DA./E fr_-r_ -e - Fit1KIIfTsU F�I+ONE 114 ?��a- 3CX�I I OMIyFIU Jki OR O T-I'Efi. . . . . .. . . ..[ _ � CONTRACT NAME q 3EE Fir CH U /� / il.A'Nu7i Li\ DATE THE 6QC�L� CSU (� 9UJ9 5” HAE_E, (E.,ip IG-AkJ , �R• 9 1224 A 1 rE SEJf't'. KEizRY PAGE •.ItJ= FHuNE ' SG3-ra?9-o'jlra PawlOT FIRE PROTECTION 1 3<>IL NE INNE_j41AJIA 5- ioi 9009 SW Hall Blvd,Ste 140 VJnNt✓Qu•+ It ,vr/A. 943/,,,6+[ Good Guys � I • c r A F'N. Zoto-li9�-4403 20 2 FW- COMF'IFIf LINE 156383 r I TRIF Do 99C r 1 Z 3 4ISNER _ DATE __ .. . SHEET _ _ _._J- OB NO 1d T — _ of ► I-0zz 3 12 13 14 15 16 If this notice appears clearer III;III the document, the document is of marKinn! quality• 3/4/97 t MADEOCH11"INCH MADE IN CHINAhnIIIIIIIuIIIIIIIiIInlnnlllnlnnfnmm�lumm�hnl Ilnlnli niihnllnlllnnhullumunlnn null ` T Jnr -T- nll!nllunIIIIIII!IIfIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIII IIIllllli IIIIIIIIIIIII111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIII�I X SIGN PERMIT sZ / t •_� �. �' SIGN PERMIT 3 cmc mit M. a= Cr T� aur PERMIT # : SGN94-' 199 DATE ISSUED. . . . : 11/30, 94 PERMIT # : SGN94-0200 DATE ISSUED. . . . : 11/30/94 err ArICATsq EXPIRATION DATE : 03/02/95 � •�p13.�cattt l �+P�-� 14r a pP.cmit far >t� � �r� � � �� � � EXPIRATION DATE : 0 3/0 2/9 5 � �t �''�Y implies �3ar �s PARCEL. . . . . . . . . : 1 S 12 6 0 C-0110 0 M,plans arxi speoifi Uticns. � at>�1 pmt fo the �c indicated cr as she.n ;(� PARCEL. . . . . . . . . : 1S1260C-01.100 iatarw. ZONE. . . . . . . . . . . : C-G SI[�T LOc3�Z'YaN AU�RIISS: • BUSINESS NAME . . : THE GOOD GUYS .� � SGu,'��� - ZONE. . . . . . . . . . . : C-G �r L== . ��: BUSINESS NAME . . : THE GOOD GUYS . � �� � •- -•; SIGN LOCATION. . : 09009 SW HALL BLVD VX4E OF BUSINESS: - SIGN LOCATION. . : 09009 SW HALL BLVD OF T 1 APPLICANT/AGENT: DWINNELS VISUAL SYSTI'M `"�' Gt APPLICANT/AG'-N" DWINNELS VISU BUSINESS TAX NO : ,Pz1 / - AL SYS.EM CAT�Tr . ,r+� /�Llic� ri,•u'ANY: '� BUSINESS TAX ",'D -=.. .,., -, PsarE Ycr� SIGN. ------- -------------- -________________ Z� of y7]-7f1y(o s Tigard impo;,es an arau3'a1 � Tic which must be kept current ort al], SIGN: ------- Tl�e City �t Tigardi an -- y� PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) Pte`= S doing busy in � PLRMAN) NT (X) FREESTANDING ( ) FREEWAY l �� TIM 4Li.ch ulust be TEMPORARY ( ) WALL (X) ELECTRONIC (X) ) NO ab DO f-1Y haW a c�zr t 1�qc? (X) ELECTRONIC (X) 3� (dohrt0 ( in � Y kept currWIt i1 � (X ( ) O.L. Label f ��f TEMPORAhY ( ) WALL ' DO You P�tl have a =a-ent bus OTHER ( ) BILLBOARD ( ) BALLOON j ) OTHER ( ) BILLBOARD ( ) BALLOON ) U•1, Lel it PROPOS SIGN: (cheat as a ( ) P�PosED slur. u�sny � apply) � (01eckass marry as apply) G llIMENSIONS . . . . . . : 5' X 48 ' SIGN DTMEN;;�uNS . . . . . . : 5' X 48' TOTAL STAN AREA. . . . . . . 240 sq. ft . 09URA r (aU ( ) �►Y TOTAL SIGN AREA. . . . . . . 240 sq. ft . ( ) WALL AREA. . . . . . . . . . . . . 7280 sq, ft . ai ( ) ialz (� (Ce= ) WALL AREA. `� ( ) MIL FREDW ( ) WALL FACE (DIRECTION) : N �� ( ) grrT MARD ( ) ( ) WALL FACE ;DIRECTION) E480 sq. f t . agilF� SIGN HEIGHT. . . . . . . . . . : ft . , 7'U C BILIBOARD PROJECTION FROM WALL. : 5 in. STGN IONS: _ ( ) SIGN HEIGHT. . . . . . . . . . ft . Sam ( ) TUML N,SIOt�LS: SIGN AREA (Sq. Ft.): yG ]RATLCkr 1]ATE• PROJECTION FROM WALL. : 5 in. ,�X ILLUMINATION. . . . . . . . . : INT WAId, A (Sq. Ft.): 7,�r�o�• _ `-A - ?_ C(C� ILLUMINATInN. . . , . . • , . ; INT TOM SIGN ARiM (Sq. Ft.): 2 Sri �PIRA2'ION VUXL FAM: WBfLI, AREpi (S4, Ft.): _ --. -� - DESCRIPTION OF SIGN: BIZ Fes' DESCRIPTION w OF SIGIT; �� (Ft)_ , x _ ( ) •Permanent wall : 5 ' x 48' ; North Face PAWECTMU FlEiR MrL Permanent wall : 5 ' x 48 ' ; East Face p SIGNS . . . . . . . 31T1MFSI 4 -•—L EUDMOM- ; �oN.- YES C;c) ( i Z - PLEX, ALUM _ MATERIALS . � 6e-)) NOEXISTIN MATERIALS . PLr'X, ALUM G; . COPY: - ' EXISTING SMkTERIUSzIGNS . ODpY_ _ ELECTRICAL PPRIVIIT REQUIRED: YES zasn G SIGNS: BUILDING PERMIT REQUIRED. . : NO "-- ---- ELECTRICAL PERMIT REQUIRED: YES EXESM124 SIGNS: ---7 _ '-•- BUILDING PERMIT REQUIRED. . : NO _ ADMINISTRATIVE EXCEPTIONS . : N/A ADMINISTRATIVE EXCEPTIONS . : N/A . nacF�zaN: 1r/A ( ) �P�ovtn ( ) MW MCJ�` � tr/A ( ) ( ) HOW mum: acx rrz�s: jar. ` l ( --- PERMIT FLF: : $ 35 . 00 PERMIT FEE: $ 35 . 00 SIS: 1 •( ) �� ( ) APPROVED BY: akw= X111 -+� APPROVED BY: q����, ,n omits must be • anied by a scale --- DATE: 11/30/94 Recejr+ C 4 , - I a� and plat pl az:. If >�k yed �.- DATE: 11/3 0/9 4 �' sign by a sc a lg dr�ow�t ane plot Zed vnler Ott pmt is r at beencompleted )aithfrr n3r�ety &Ev!�� 7 a � permit bas trot been �pleted wit= ninety Data: _ days after the i of the petit the permit _ clgys after the issua: of t C_ SW-1 beccm r1u11 arra. void. � � - ):fit the permit ~= I sba11 3�e rnili arra voi�ci. 1L PER$= I EC+FI�c'A'L PERZ� _ � �T I AM Tim RAID / YES ( I� C ) PR4PFUY aR AN AcWrr ( OF �m: Y� I CWWY T>IAT I AN UM AFD I OSdZFR O B=D= PmnT ^ $Y THE C firE�2. ( ( ) 'Y CR AN AGENT AVS BY UM O«FI2• F Z� j Mumn: YES ( ) NO (-/ BL Signature ( ��. 1��4d1jj1U yy`I- S azt L[�4 F3EQ"�II �.:✓ �.s ��-y 7 - 7 � YES ( ) NO y 'App114itt's S9,grrabire I cP/ W �____ 7 yf.� N:NWMM\,_-CHD� �� Address CP/8E4l ISM Address .Gw� S R4 "17'72-2 1 1 9009 SW Hall Blvd,Ste 140 9009 SW Hall Blvd, Ste 140 Good Guys Good Gus ! S)09 SW Hall Blvd,Ste 140 , I 9009 SM Hall Blvd,Ste 140 3 of 12 y - 4 of 12 `_— `-- ^---T — – I Good Guys 5 of 12 Good Guys _ 6 of 12 !r! SIGN PERMIT' �•PC' _-� [�� _ �. SIGN PERMIT �� • My CIF �3.t --`� C= opF�.t Fro. � < �ti �F — �c PERMIT #E : SGN94-0201 DATE ISSUED. . . . : 11/30/94 ;� applic.2 'tt Y PERMIT # : SGN94-0202 DATE ISSUED. . . . : 11/30/94ala ;� 81m PER=APPLjnjT=q EXPIRATION DATE: 03/02/95 a aPp]-iesl 11cr a. Permit far ttrn o�C cr as &� in EXPIRATION DATE: 0 3/0 2/9 5 �t '�Y ap �rar a PARCEL. . . . . . . . . : 1 S 12 6 0 C-0110 0 and speciti=•ons. a pemait for the t is indicated c r a„ &run in the ZONE. PARCEL. . . . . . . . . : 1 S 12 6 0 C-0110 0 plans aryl �ii�tions- BUSINESS Ni%ME. . : THE GOOD GUYS SI[ LDc31TIC�r `�' —>�2:? StlJ r// �_ Z.: �-�S ZONE, , . . . . . . . . . : C-G S= L00= 1 BUSINESS NAME. . : THE GOOD GUYS _ --S W �Z� _ zoNnc: SIGN CANT/AGE . : 0 9 0(19 SW HALL L SYSTEM 10M OF Ems: �^��,� SIGN LOCATION. . : 09009 SW HALL BLVD NAIL OF BusnimS: .APPLICANT/,AGENT: DWINNELS VISUAL SYSTEM BUSINESS TAX NO: APPLICANT/AGENT: DWINNELS VISUAL SYSTEM Apylr /,/ — Pte: BUSINESS TAX NO: • SIrrJ 2'* City of T3 �� Z=?y��o =___--________-______-__-_-_-_-______-_________-__-__-____ APl�LI�ANr/AGrNr. y/, ,�.c,-� g,A�1y: 1�.��r 77-7 ;� — — _ The r; J _ � �i� Tic which nwst be :y u� Tiga�i x g an amR al s Tic which gust be PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) POL. •1tts doing ?us � Cid 1 }� , a� SIGN: PERMANENT (X) -FREESTANDING- TEMPORARY ( ) WALL (X) ELECTRONIC (X) YES (A) NO Do you presently havla a current busi�ss tax? ( ) FREEWAY ( ) Pam-ars doing business in L* � � at ? '• Dv Xcxt pz�eserttly rave a cta:ct busine,,9 tax? ( ) � �•� Label � TEMPORARY ( ) WALL (X) ELECTRONIC (X) � �) rTo ( ) p•I,, Label � OTHER ( ) BILLBv�:i�D ( ) BALLOON ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) Ems— Pazrosw SIGN (C as many as apply) � - P;OP� SIGN: (Q� as Many as apply) SIGN DIME2JSIONS . . . . . . : 4 ' X 38' 6" � SIGN DIMENSIONS . . . . . . . 1' X 18 ' 9" WALTOTLAREA. . . . . . . .SIGN AREA . . . . : 154 sq. ft . ,U ) WArZ'�`T1��IIV6 ( ) ( ) TOTAL SIGN AREA. . . . . . . 18 sq. ft . F'� �) ( ) 7250 sq. ft . BTTT () ESC ( WALL AREA. . . . . . . 7280 sq. ft . � FREEWY ( ) . . . . . . q ( ) F)BLL (�U Ef�CIRC�C WP.I�L FACE (DIRECTION) S ( ) ( i SAEEaV ( ) WALL FACE (DIRECTION) : S � ( ) BILI8� ( ( ) SIGN HEIGHT. . . . . . . . . . : f t . Sir DIM NST=.- „ ) BhLE=N ( ) SIGN HEIGHT. . . . . . . . . . : f t . SIGN' D�ISIms: � PRG ECTION FROM WALL. : 5 in. i `�'� o l ��� DAT . �'1'AL SIGN AREA (S�3. Ft.l: ��s y r PROJECTION FROM WALL. : 5 in. _ ILLUMINATION. . . . . . . . . . INT AIZFA INT = AU (5q• Ft.): 1 WALL (5q. Ft.): 7� � _2� ILLUMINATION. ( - APZk F'r.): NAIL FACE: .—�� - . . . . . . . . . �Iz. FACE: DESCRIPTION OF SIGN: ICI` (Ft); — DESCRIPTION OF SIGN: �� (kt)• ` � Permanent wall : 4 ' x 3816" ; South Face P7DCITAN FRS WALL; Permanent wall . i' x 18' 9" ; South Face FRr�iI�: _ ----. ' YZS (�'y NO ( 1 TYPE, .rr rte". MATERIALS . . . . . . . . . . . . . PLEX ALUM � ,x) � ( 1 � MATERIALS . . . . . . . . . . . . . FLEX, ALUM ��� EXISTING SIGNS . . . . . . . . 4 COPY: " MXTERIUS: EXISTING SIGNS . . . . . . . . 4 � ELECTRICAL PERMIT REQUIRED: YES � F�.Sr1IJG SIG,�LS: � rMIERrALS: BUILDING PERMIT REQUIRED. . : NO I ELECT�;ZCAL PERM :IT REQUIREDYES E�`T1NG SZQJS: _ "�'—�-- BUILDING PERMIT REQUIRED. . : NO _ ADMINISTRATIVE EXCEPTIONS. : N/A ADMINISTRATIVE EXCEPTIONS . : N/A --�.—. ' F�EPTICIti: i f/A ( ) APPROVED ( ) HOW MCl�i: .� H APPA F�'l�r: 1 r/2l, ( 'i OV'FD ( ) HW mum NLS: 7� •( ) � ( ) � NiS: 1►RF�� ( ) EP.TG� ( ) PERMIT FEE : $ 35 . 00 PERMIT FEE : $ 10 . 00 _ APPROVED BY: -- APPROVED BY: \/ -�-- DATE : 11/30/94 J t r iL747-: j Uu Md pgn lot p � b!r a scale b, Mist be ac=cpanled a scale Eg-calpt2Jo. �. a sign Permit bas not bin a tba- ,,ed tu>da DATE : 11/30/94 �; _` Cc c3rarwing and plot plan,. TX work aut-h�ized, •fit• �' d%,8 after the issuance OL' the�p2�s a Sifitl Pmt has not been tY CaeplFl=j within I Lf 7�2 - t3haL1 bc�otne ratll aril void. t : ; _ Ys a� t irarrce of the permit' the permit shall become ruli and void. nZXsr �vl NO ( ) ZCR CEFam THE P.) )T G PFI T/ I C'� `.SAT I AN �i8 RDJ�ID (CX CM OF p ( OF 'IHE = YM (✓1 ND ( ) P4 t�Y CR AN AGENT , ' -/J'- _ A7�Fb 8y � C�FI2, A[1II-�]>�'LFD B1 � Udi�t. BUUZ�M.,� PFEd4T1' `,`.c I BuIIDING - I m: YES ( ) NO ( _.�. �:/ ? PknxLtT 14pD1fc�ttt s . �,gr►at:tare , SID: YF5 O No -"A#rplicant's signature � L W=.1 '9c3d�e.*'•S _ /PlQ'�F�2I' aC.B'1D 1 N:\W0;0\�� Address --r 7t-Iephone I f 9009 SW Hall Blvd, Ste 140 I Good Guys 9009 SW Hall Blvd, Ste 140 7 of 12 Good Guys ! 9009 SW Hall Blvd,Ste 140 goog 8 of 12 T Good Guys Good Guys Hlvd, Ste 140 all X11 .�•..:W. -v�aaeR err — ----- -- 10 0 12 9 of 12 . . __ I If this police appears clearer• tiinn the 3/4/9' document, the document is of marginal quality. IlI�I�IlIli! I�Ilfll�Ill!! 1 IlIIIl1�1lIlI i I�IlIlI�IlIII !!I!IlI�IIII►�� IIIIIII�IIIiI Illilll�IlIII .I Iill�11�1111� IIIIIII�IIIII 1 I!I!IlI+IlI!!�I I!IlI�IlIlIll I!Illll�llllf INCH MAD[ql ClII1M iltni ���il�in nnlnn iuilniilunlnn Wallin nnlnn nnlnn mllmi nnlnii iullml�nnlnn nuliuilnnhr,�nnliiu nnlsnl�ulllnn�nnlnii�nnlnn iminn ►mliiu niilun iiulnn 111114initm uninn nnlnn�unlnn�unlniil 4 X �rrrr►r ! . ,y •rte i . ., , / 1 _ LAP— ; 44 ��J j )rLo.' 00 t 1. •\ �1J / j : - ' -• f l •� b w ' , 1 !SLA CHANNEL CLASSIC ; r LETTER EDGE 1 I A, PAN CHANNEL —" REV PAN CHANNEL !HALO) EXTERIOR NEON ; I �r. _._._._ �__..' �r.Tt11' INTERIOR NEON CABINET WOOD SANDBLAST 1 } ! I r ! 'I-LUMINATED NON-ILLUMINATED PLASTIC ALUMINUMcc SHEET METAL ROUT OUT r�r4 1HIS IS AN ORIGINAL UNPUBI.ISHED DRAWING - _ _ __.� n FLAT CUT OUT \�`'/// ' CREATED FOR YOU BY CAL NEON SIGNS IT IS rJOBNAME 7�-i i� ("f'r": :.� " 1 IujBEING SUBMITTED FOR YOUR PERSONAL USE IN - - --- — T r �' � _____-._...___. _ _ SCALE ,4.; V ';.•__� ' DESIGN N0. I 'BACK DECORATEr) IKN.MKNI CONNECTION WITH A PROJECT BEING PLANNED ( ••^ !;, �,_ - "--— - ;_ 0 ADDRESS .a.a.� �+ r� '. �_ !�. SALES REP. �. C w !L_, DATE - ^, _ g PAINTED FOR YOU BY CAL NEON SIGNS IT IS NOT i0 BE ---- SHOWN TO ANYONE OUTSIDE YOUR ORGANIZA- Ti (:;'_(' L F ; j�� �;,r ! , 4. VINYL 1571 ALMAC�EN F�UAU, SAN JOSE 95125 T!ON NORiSITTOBEREPRODUCED,COPIE _r ' DRAWNST LEXAN OR EXHIBITED IN ANY FASHION _ - --- ----"- - -�---- -- U MODULE ( 408 ) 289 . 1 883 fax : 289 '- 8024 SHEET y. OTHER CALSW Hall Blvd, Ste 140 600d Guys CAL. CONTRAC.TOHS LICENSE 385665 OF 11 of 12 If this notice appears clearer than ;Ile /�/ document, (lie document is of marginal quality. 9 Illlllllllli) IIIIIIIIIIII) I IIIIIIIIIIIII 1 II�IIIIIIIIII� Illlllllllll' I IIII1il��llll I IIIII'Illll�l I IIIIIIIII'Ill I IIIIIIIIIII�II) IIIIIIIIIIIII(I IIIIIIIIIIIIIII �IIIIIIIIIII� +. INCH MADE INIIN� 11 I�IIIIIIlII�IIII IIII�III �I�III�IIIIIIIII�IIII�IIII�NII IIII�IIII IIII�IIII IIII�IIII�IIII�IIII IIII�INIIIIII�IIII Ilullnl nIIIIII�II�IIII�I�IIiIIII�►IIIIInI�IIIIIInI�II��I�IIItIInIIIII nllllnl �i�III��I ul�ln�ll�ll�I��n �n�I�n�I��nl��nl�n�IIII�n11IIIlIInIIIII�I�nIIIII� '.• ' �. I .__ i ''-•1►j;L' „-.,.' ". 1 '', t•._.. ., �"r` r.".�_-rte' l":' i '�tea. I ~ ' I� y\V) �Il�'' ��r -_\ �I(Q�C��� � :J rr....� � \ ..••a 4_.`�_ �•r. .r.. Li� d�' L�_ �.�1 i -�- - I(� �.�i`� �I "•? LE 'lp4A— 4: 1a , F 1? . 1 l +J- X �••• ..,r.... ,:.�� I ,.;� .t 111 � CHANNEL CLASSICAl' l LETTER EDGE ` b PAN CHANNEL REV. PAN CHANNEL IHAL01 EXTERIOR NEON INTERIOR NEON10 :•I _ ►_._ I CABINET t WOOD SANDBLAST ILLUMINATED -•...._. ._____ __ .� ° I ' NON ILLUMINATEDt... __.......,�.... .. ... • x PLASTIC _ __..,.__ ._... ,. .�. _ . ... ._ .._., . ._._�.. _ _...•. . ..._.___ _..... . ..... .. ...... z ALUMINUM {' .t C �.I L:..� \` ;"' <.'.. ''J I _ o SHEET METAL cr ROUT OUT t THIS IS AN ORIGINAL UNPUBLISHED DRAWING —------- ---- _.__� _�_ w FLAT CUT OUT CA' SCREATED FOR YOU BY CAL-NEON SIGNS IT IS JOB NAME BACK DECORATED ` UC) KNI SIGNBEING SUBMITTED FOR YOUR PERSONAL USE IN SCALE h "" DESIGN NO. CONNECTION WITH A PROJECT BEING PLANNED `- ADDRESS j- SALES REP. � � � DATE PAINTED 1KNFOR YOU By CAL-NEON SIGNS IT IS NOT TO BE SHOWN O VINYL 1577 ALMADEN ROAD, SAN JOSE 95125 OR IS IT TO BOERREPRODUCEDICOPIED � J'' 1 + ��- DR DRAWN BY t LEXAN OR Exli.„ITED IN ANY FASHION , .•r .��• z MODULE ( 408 ) 289- 1883 f a x : 2 8 9 -8 0 2 4 OTHER 900sswHenBlvd, Stelao CAL . CON-TRACTORS LICENSE 385665 - - _ _'���� _ SHEET g Good Guys ,�' �, w 12 of 12 ---_ _ _ ---- ----- ......._..��..�._-.. .uvw.n,l•-n.n,_,. ..µr+w...-orr•y,,:,••nnddc+....4M'.r�r r......r.�,....,.....,Q .-_..,. .. .,-.' � . .... OF .. _ " wr..w.r....r..u....wiwrer...+nu..•rvr._.•Nr.,rran .i:..... :.1... � ;..,.. If this notice appears clearer then the 3/4/97 document, the document is of marginal quality. I �Ijl�l�l �ijl i�ljl�l�l�ljl I Ijijijl�tjlji ! Ijljljl�ljljljl ijljljl�l;ljt I Ijij!; !II�I�I I IjIIIjI�IJljl 1 I �ijlji�ljljlMAOI:IN CIIHN gill lijlljlj! I Ijljljl�ljl�lO I ijljl�i�l�ijl IjIj�I�I�IjI�F • INCH t i���liiiifinlllnllilnllnnllnllnn�nllllin nnllln Inllnil Inl!un nnllnilnnlnnll� lli llllllm�linll Illllnllllnllnu�lnllllll�lullnlllll+Ilumunlllmm�lnn Inlllm Illlinnlnnlnn�nnlunl�nilnn Halon niilinlllinllll4 X l�llnllllllnnllllli � I b�f11f AIM"ARi'w w �M11MMu!M!MlIY Aga l 1 a Moo 41 '7 4 �4 �J I� 1 f A • / // •. ±f "F i 'j a CERTIFICATE OF' OCCUPANCY CITY OF TIGARPCRMIT #. . . . . . . ; SUP54-0316DATE. ISSUED: 041/05/9COMMI'."41TY DEVELOPMENT dWt0AAVmk NT 13125 bW Hall Blvd.Tigard,9regon 9722398199 (503)639-4171 PARCEI-i IrG1260C-01100 LTTE '-,W HALL EALVL) #9. 140 -'UBDI V1 SION. . ZONING:C-6 Bl-OCK. . . . . . . . . . LOT. . . . . . . . . . . . . CLASS OF WORK. :ALT TYPE DF- LJS+-.', . . :COM OCCUPANCY GRP. :Ba OC 1,UPANCY LOAD: S.(-'4H TENANT 1-41ME.. . . :000D GUYS Rpm;.Ar,ks : The Good (3mysi, Tenant Impv-avement Owner. THL CAF ARU CO. 3500 (MUTH MERIDIAN, SUITE 755 PUYAl.l.-UP WA 98373 V"hone #: LE-06-840 4349 CAMCO CONSTRUCTION 2021740 ACACIA STREET, CTE 200 rANTA ANA HEIDMG CA 92707 Phone #. 714-250- 3001. Reg #. . .- 102219 Occ-upancy of tie above referenced bLtilding is hereby jpven, and cot-tifief the compliatire with the State Of Ot-egon Specialty (, odes for the rp-011p, occupancy, Alld USe Under which the t-efey-pnced pier-mit was issupd. FNJIL.1 hit? I'I OAF. NsPEFTOR U I L.D I N " IAL POST IN CONSPICUOU��) PLACE + "`+"'�.,'�+ +' "7'' w';�" '•fid';;�„" s��^'' ,y51yq .=1�M,:'�..', 'y,. e I; ,�, ••fps: ��I a , CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rer�O-Phone): 6394115 Business Phone 639-4171 "' 1 hrspection: ILI Footing 4P. Ceiling Sprink. Rough-in App,/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. Sari. Sewer Gas Line c g Plog. Underfloor Rain Drain Framing Plumb. Alarm Water line Insulation -Mach Underflr. Insul. Shear Wall Gyp. Bd. -Elect. ri Date Requestod:� ^ Time: •aM PM 1 + Builder: (� P mit #: THE F:JLLOWING CORRECTIONS ARE REQUJ �� b , ti v, L Inspector: Date: L�APPROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE __C31, For Reinsp. " P _ •t; fi IMF - t _ r'. r� Mimi {'/'..' Construction Lmspection&Related Tests i Carlson Testing, Inc. Geotechnical C'omsmmlting Special Inspection P.O. Box 23814 Pe PeC Tigard,Oregon 97281 Phone(503)684.3460 FINAL SUMMARY REPORT FAX 0 684.0954 March 10, 1995 #94-2546 j Camco Construction Company 20250 Acacia Street STE 200 a Santa Anna Heights, CR 9270 Re: The Good Guys Audio/Video � 9009 SW Hall Blvd. Tigard, Oregon i Gentlemen: t.. This is to certify that the items listed below are in accordance with Section 306 of the State Building Code, we have performed random/periodic special inspection at the contractor's requcst of the following items per our inspection reports only: Reinforced Concrete Structural Steel - Field All inspections and tests were performed and reported according to the requirements of Section 306 and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes and approvals . Our reports pertain to the material tested/inspected only . Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INE. i Douglas W. Leach President mbh cc: Camco Construction Co. -- Seattle City of Tigard 4 i 3 is rH,/,4 art ,(ta J �p d!'.'� ,q Construction Inspection&Related Tests f: Geotechnical Consu ting Carlson Testing, Inc* P.O. Box 2381,0 :+ Tigard, Oregon 97281 Phone(503)684.3460 it FAX(503)684-0954 March 3 , 1995 k l 94-2546 Permit No. BUP94-031.8 { FIELD INSPECTION REPORT DATES COVERED: March 2 , 1995 'a PROJECT: The Good Guys Audio/Video Store ADDRESS : 9009 SW Hall Blvd. - - Tigard, OR ' INSPECTOR: S . Smith 4544 03-02-95 : CTI representative visited site this date to discuss with superintendent outstanding inspection item. At present, there are four outstanding items that need assessment from structural engineer. Our reports pertain to the material tested/inspected only. Information contained herein is not to 1,e reproduced, except inJ. full, without prior authorization from this office. If there are any further questions regarding this matter, please do ! not hesitate to contact this office . is Respectfully submitted, CARLSON E;ING, p Kugas W. Leach t cc : Camco Construction Co. Camco Construction - Seattle City of Tigard 4 � y Y. 4+d �1 'i':p••°swA.YIIR":1,1t�'W'IMIO?.D�fih'A�4MM�lMI76'ktiUt/:f1ft0WbR1aK..W.,^.:e:.31: tiT..,a,u� o..:.._.. ,.e .._..... :s. 5 1 INr f,: t CITY OF TIGARD BUILDING INSPECTION NOTICE C:11� Inspection'l-he (Ree-O-Phone):639-4175 Business Phone: 639-4171n" Inspection: �' V �e [cam` . / /hv 2 Footing Susp. Ceiling Sprink. Rough in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace ? Post/Boom Struct. Plbg. Top Out Elec. Rough in ' � M14 4IJ:• l., Post/Beam Mech. San. Sewer Gas Line Plbg. Underfloor Rain Drain Framing -Plumb. a „+n „ry Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. ! Date Requested: , 5 Time: AM PM y +� Address: Builder: 3/c7 - y Permit #454,6,12 THE FOLLOWING CORRECTIONS ARE REQUIRED: olo- 4 4 !1 h y f> A 7 Inspector: 4�-J _ Date: _APPROVED �DISAPPROVE,D _APPROVED SUBJECT TO ABOVE Call For Reinsp. I r, ( b P. cj j J� l � CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-0-Phone):1839-4175 Business Phone: 639-4171 z t Ins L � Footin 9Susp. Ceiling Sprink. Rough in Appr/Sdwlk c Foundation Plbg. Underslab Mech. Rough-in Fireplace 4 Post/Beam Strutt. Plbg. Top Out Elec. Rough-in Post/Beam Mech. San. Sewer Gas Line Plbg. Underfloor Rain Drain Framing ,vee��✓�'-Plumb. Alarm Water Line Insulation Mer, Underflr. Insul. Shear Wall GYp. Bd. Elect. Date Requested:_ �c7 1(j Time: AM _PM Address:_ Builder: G' 3 _ -.�// I..��L7_ �_Permit#• • dJ((� THE FCLLOWING CORRECTIONS ARE REQUIRED: & 4 Q. n t� a M1x I n _ / t t Inspector: .L Date: c. ? _APPROVED _DISAPPROVED APPROVED SUBJECT TO ABOVEI�..x'r d ,fryA t f JPYMA�PY��I;NYWWII:JrotFk YM1w.+ew,+.�....+,.-.•-....�... -.. f i . y • x. r a 4 t.? 5 I t 1` at 1 Yl I 1 y y Eli. ;r•„p MF. Construction Inspection&Related Tests ng, Inc. Geotechnical Consulting Carlson Testi P.O. Box 23814 Tigard, Orennn 97281 r` Phone(503)684-3460 f FAX(503)684-0954 February 21 , 1995 94--2546 Permit No. BUP94-0318 FIELD INSPECTIO,V REPORT DATES COVERED: February 20 , 1995 1 PROJECT: The Good Guys Audio/Video Store ADDRESS : 9009 SW Hall Blvd. -- Tigard, OR INSPECTOR: S . Smith !,544 02-20-95 : CTI representative visited site this date for structural steel. inspection. The following was noted: 1 . Reinspection of arch support wel,-s was performed. Welds , appear to conform to AWS D1 . 1 structural steel code. Engineer approval of change in arch crown mount still. needed. 2 . Contractor has discussed with structural engineer outstandincl inspection of items to be addresse- and is waiting f, engineer' s reply and will contact CTI %lien reply arrives . Our reports pertain to the material tesked/inspected only. Information contained herein is not to be reproduced, except in a full, without prior authorization from this of.-ice. t If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CA L OPV TFSTIN I.7C . Do glas W. Leach " Pr sident i S3:mm cc: Camco Construction Co. Camco Construction -- Seattle City of Tigard � �f.�rtiPiFY; p 1 , Construction Inspection& Related este ons Carlson Testing? Inc. Geotecrnical Consulting , P.O. Bax 23814 Tigard,Oregon 9728 i (M ' Phone(503)684-3460 FAX 8 684-0954 February 17 , 1995 94-2546 Permit No. BUP94-0318 FIELD .T._NSPECTION REPORT DATES COVERED: February 16 , 1995 PROJECT: The Good Guys Audio/Video Store ADDRESS : 9009 SW Hall Blvd. - - Tigard, OR INSPECTOR: S . Smith #544 02- 16-95 : CTI representative visited site this date for structural steel inspection. Visual examination of tube steel arch connections was performed. Visual examination of welding disclosed welds to exhibit excessive crown, slag inclusions, poor we 16 profile. At crown of arch, plate mount is 900 from approved prints "as built" approval required from structural engineer. Discussed with contractor outstanding report items and he. explained that he had requested action from architectural firm on these items and was waiting for a reply. Our reports pertain to the material tested/inspected only. Information contained herein is not to he reproduced, except in ' full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, C L 7IG// N4. i , o Blas W. Leach esident � SS : ak cc : Camco Constriction Co. Camco Construction - - Seattle City of Tigard i i 1 i I i i n � ................ CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Roc-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Spring. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace I Post/Bearn Struct. Plbg. Top Out Elec. Rough-in FINAL: � Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. 4 Underflr. Insul. Shear Wa Gyp. Bd. -Elect. Date Re uested: �- 7 q 5 Time: AM PM Address: Ll U Xla - Q Builder: _ u �3�j Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: .�-L�'� �'4.�1 '� � ,�--•'i...-vim — - P Inspector:___ �— Date —APPROVED — Dl,;APPROVED 6"APPROVED SUBJECT TO ABOVE _Call For Reinsp. l� (1{'� '.�. t� ~T-'•..y..� -. ri..Jf�lil TdR. C 'Ri Ri'1� d .,M CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection i-ine (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: � ��� R Footingus �eilinP• g l Spugh-in Appr/SdwlkV Foundation Plbg. Underslab Mech. Rough-in Fireplace 1 Post/Beam Struct Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech, San. Sewer ,as' a� -Bldg. Plbg Undo rfloer Rain Drain Framing -Plumb. 1 :alarm Water Line Insulation -Meth Underflr. Insul. Shear Wall G;p. Bd. -Elect. Date Requested: / �� �`j Time: AM PM Address:��'G' Builder:1 j /(�, Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: 'P r7 �� ������ �o�tYift-tom ,.�^/'5.µ•L/' std .l�/ G��tl•1�f Inspector: ` Date:_2 �.;, .. _APPROVED _DISAPPROVED �APPRO�ED SUBJECT TO ABOVE ___Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phono: 639.4171 Inspwuon: Foot n; Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplaca I Post/Beam Struct. Plbo. Top Out Elec. Rough-in FINAL: , ' Post/Beam Mech. San. Sewer Gas Line j -Bldg. Plbg. Underfloor Rdin Drain Framing -Plumb. Alarm Water Line Insulation -Mech. ■ Underflr. Insul. Shear Wall Gyp. Bd. -Elect. I Gate Requested: Z N `l _Time:__g AM PM Address: 9 ce/1 /-f A.0 rllyel Builder:_ �6r{ {o(� Permit #: Ml( Gry OZ �(n THE FOLLOWING CORRECTIONS ARE REQUIRED: — w C4 07 v Inspector: Date: APPROVED DISA FPROV APPROVED SUBJECT TO ABOVE Call For Reinsp. L CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection. Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. R^ugh-in FINAL: Post/Beam Mech. San. Sewer _Gas Line, -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Aiarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_ l Time: AM PM Address: 06M C l��� Builder:- 4 _?(i,I�_Permit #: THE FOLLOWING UORRECTIONS ARE REQUIRED: _c"C r ✓ t.,�. A r A �,.moi' yk Inspector: p (r-� Date: /_S ?S _APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE / !i r 6� Call For Reinsp. i Y rCa �;1r1Son Testing, Inc. canst�ction lnepection &Related Tests I I� ' Geotechnical Consul ' P.O. Box 23814 Tigard,Oregon 67281 Phone(503)684-3460 February 7 , 1995 Fnxxse4©95a 94-2545 ` Permit No. BUP94- 0318 FIELD INSPECTION REPORT DATES COVERED: February 7 , 1995 o� µ udic/Vid.eo Store 900 : ADDRESS: 9 Ua Guys A '' '�-- Tigard, OR INSPECTOR. S . Smith #544 02-07-95 : CTI representative visited site this date . The following was noted. 1 . Repairs on beam to column connection 2 . 7 on A4 satisfactory and appear to conform. to AWS D1 . 1 structural steel code. i 2 . Visual examination of beam 2. 7 to 3 . 4 on line A2 was performed. Column to beam A325 bolting appears welded in several locations and one bolt: head appears flame cut. This r is unacceptable. Visual examination of stiffeners on one side cf this beam i_mpossb:e due tc framing. 3 . CTI representative requested a detail for angle bracing on front parapet. bolting requirements on top need clarification . 4 . Visual examination of tube steel and a-gle parapet completed with the exception of item #3 steel fabrication appears tc conform to AWS D1 . 1 structural steel code. i ± Our reports pertain to the material tested/inspectec: only. Information contained herein is not to be reproduced, except in i full, without prior authorization from thi.a office. j If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CA S% TESTING,/I, C. ! iJou las W. reach 'Pr sident SS: ak cc : Camco Construction Co. Camco Constructic-i - - Seattle j City of T'igar,d Y I Lt Z� CITY OF TIGARD BUILDING INSPECTION NOTICE r�--r ` inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171. �� Inspection: .— Footing Susp. Ceiling iprink. Rough-in Appr/Sdwlk I Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sew.,r Ga,, Line -Bldg. Plbg. Underfloor Rain nrainramin -Plumb. Alarm Water Line Insulation -Mech. Underflr. insul. Shear Wall Gyp. Bd. -Elect. e Date Requested._ h 11-s- _Time: AM _ PM Address: 7 C'�'J t Builder: _Permit #: THE FOLLOWING CORHECTIONS ARE REQUIRED: e Inspector: C" Date: i 1-APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE __Call For Heinsp. t 1, rr r .tom y: „ .,1 CITY OF:TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plb g. Top Out Elec. Rough-in " Post/Beam Mech. San. Sewer Gas Line _Bldg Plbg Underfloor Rain Drain Framingplurri LO Alarm Water line � Insulation 4ech. Uncle Ili Insul. Shear Wall Gyp, Pd. Elect. I I Date Reque>tad: _ � ���c/ � Timet AM PM C �(�(,,� , Address:/����� ( Y`�� � Builder:_(� Permit #: E 7 THE FOLLOWING CORRECTIONS ARE REQUIRED: 9 „i i% i ..,j. - •- Ins ector:/ �� APPROVFD _DISAPPROVED APPROVED SUBJECT JECT TO ABOVE _Call For Reinsp. I I kow i k �, �y.....Y si"tn • �. a>•g�g.1,���.`.+ktP�p '.s� i:: ,. r�� `y � .^..,,,�,...•'. pit ... ...Oke , y ,A CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: - L 7' � 1 Footing Susp. Ceiling Sprink. Rough-inAppr/Sdwlk I Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rcugh-in <.rNAL,: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plhq Underfloor Rain Drain Framinrq' 7T. Alarm Water Line insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:�1--� I S Time: AM PM e t. Address: Builder,_ _ _PermitTHE FOLLOWING CORRECTIONS ARE REQUIRED: — 9� 60L 35 r 04 � Insp ector,_ f _ Date: Z AA PROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. + t ;r r' ,i. �I- ,r. CITY OF TIGARD BUILDING INSPECTION NOTICE !/ Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace R Po-,A/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL.: Post/Beam Mach. Sari. Sewer Gas Line -Bl Plbg. Underfloor Rain Drain Framing C PlU__yb1 1 Alarm Water Line Insulation -Mach. Undarflr. Insul. Shear Wall Cyp. Bd. -Elert. Dale Requested .5� _T_Time: AM PM / Address:` ) / `, 2 3S Builder: . C% �j .', _ Permit #:Lv ? THE FOLLOWING CORRECTIONS ARE REOUIRFD:Cl Inspactoi�' Date: S j APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE all For Reinsp. ------------ �s y,. CITY OF TIGARD BUILDING c��o GrJ ys '; � INSPECTION NOTICE � Inspection Line�(Rec-O-Phone): 639-4175 Business Phone:/639-4171 Inspection: action: Footing Susp. Ceiling Sprink. Rough in ApW, lk Foundation Plbg. Underslab Mach. Rouqh-in Fir Post/Beam Struct. Plbg. Top Out Clec, Rough-in FINAL: Post/Beam Mach. San. Sewer Gas L ine -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_&,? _Time: AM PM Address: �Or?C�,S(,J Builder: Permit #;t�c/v`� 9y- 031 THE FOLLOWING CORRECTIONS ARE REQUIRED: i Inspector: Date L , /APPROVED _DISAPPROVED _—APPROVED SUBJECT TO ABOVE 4 !Call For Reinsp. f s v CITY OF TIGARD BUILDING INSPECTION NOTI E Inspection Line (Rec-O-Phone): 639-4175 Business Pion , C Inspection:_ Footing Susp. Ceiling tpink. RougLi n Aqp� I Mech. Rough-in late I Foundation Plbg. Underslab j Post/Beam Struct. Plbg. Top Out Elec. Rough-in 1 Post/Beam Mech. San. Sewer Ga�l.►n Bldg. taming -Plumb. Plbg. Underfloor Rain Drain _ Alarm Water I ane Insulation -Mech. 11 Elect. Underflr. Insul. Shear Wall Gyp. Bd. /2 j Time:_�►+M PM Date Requested: // -- � Address: 9�1�' 031P Permit #/� _ 0 1HE FOLLOWING CORRECTIONS ARE REQUIRED: 1 1 is V ' 1 1 -" - Date' Inspector:__.---- _APPROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE Cali —_ For Reinsp. r' M' 1' I CITY OF TIGARD BUILDING INSPECTION NOTICE: CVS Inspection Line (Rec-O-Phone): 63 175 Business Phone: 639-4171 � Ins ection: P — Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace A Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: ;+ Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -1 )ch. AA Underflr. Insul. Shear Wall Gyp. Bd. -Elect. w Date Requested: 1 +7_ Time: AM PM Address: tX� ►T"t+��-,'� h`LI (� �( Builder: �� �' Permit #$ T'-IE FOLLOWING —CORRECTIONS ARE REQUIRED: \I ►! J'Lc tom... �M (..�. L`� r . S LR S Com - ro Inspector: �-� ���--- �. DatE: v 1'��1ej , APPROVED DISAPPROVED ✓APPROVED SUBJECT TO ABOVE Call For Reinsp. `"�" � � +��n• 9r417nt1°q�iMk9ivMrveyd+ntt,.Yw;} �5,.„.,�Rt�. �e ,or' �x ,yuM y, �y • � , r Constivction Inspection&Related Tests Carlson Testing, Inc. Geotechnical consWUng °� • P.O.Box 23814 ; Tigard,Oregon 97281 j Phone(503)684-3480 FAX 0 884-0954 Janiiary 20 , 1995 94-2546 Permit No. BUP94-0318 i FIELD INSPECTION REPORT DATES COVERED: January 19 , 1995 PROJECT: The Good u s Audio/Video Store ADDRESS: �� -- Tigard, OR INSPECTOR: S . Smith #544 01-19-95 : CTI representative visited site this date for structural j steel inspection. The following was noted: y 1 . Visual examination of tube steel columns in parking area (basement) disclosed welding to appear to conform to AWS D1 . 1 structural steel. code. ' 2.In ual examination of beam stiffener plates disclose welds not ccordance with prints . Also, stiffener plates required to ave at least 5” width (see detail #4) however due to flange ize , this is not. possible. Flanges on beam 4" maximum on each side . Request clarification from structural engineer. 3 . Tube steel column base plates welds acceptable according to AWS D1 . 1 structural steel code . 4 . Tube steel column cap plate welds undersized where marked. Work incomplete this date. Our reports pertain to the material. tested/i,.cpected only. , Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact. this (-,ff:icF! . Respectfully submitt d, CARLSON TESTING, II L Do)) g s W. Leach P�`�3-1 dent SS : ak cc : Camco Construction Co. Camco Construction - - Seattle City of Tigard dM�71liW�lYNY,NN4+i1MVeifMN�it�°F.'tY9K1WIeW+`i�a'�"• •,••.+.•. r. -... ••••are4b ,F DEPARTMEW OF LAND USE&TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION 155 NORTH FIRST,HILLSBORO,OR 97124 COUNTY, INSPECTION REQUESTS: 503/640-3561/693-4415 XXXXXXXXX.--- : o4u--S4. /it Aft OREGON Page i of 1 Date 01/19/9b Time 10: 50 Permit '1.'ype Commercial Electric al i�e> mit: Permit # 05061685 Permit Status APPROVED Applied12/09/94 Situs Address 91JU9 ,SW HALL 81, '1'1 issued 12/09/94 Permit 'Title GOOD GUYS - 83 C1RCU1,11-, Completed Permit Uescr. CONDUIT FOR To Expire : 06/07/95 ' Project 'Title GOOD GUYS - 6:3 CIRCUI`F5 Project # P004608:3 Project Uescr . CONDUIT FOR FLOOR * EROS :UN t Parcel Number 2S 1'1'.1 - Land Use District Valuation 0 Legal Descr. * t owner INSPECTION - TWARU Construction EPR R , Applicant Name DAY-FORD ELECTRIC Classification 900 Applicant Addr, : PQ BOX 263 Occupancy ') NORTH BEND UH 924b9 Validated by t JF App3.icant. Phone : 756-1189 Inspector Area D Fee description Units Fee/Unit Ext fee Data ` Service/Feeder: 2UU amps or less 12 bl1 . UU 720 . 00 401 amps - 600 amps 2 12 ). 00 240 , 00 Each Branch W/ Feeder [Enter #] 250 5. 00 1250 . OU Subtotal Electrical Fees : 2210 . 00 ' State Surcharge of 5% 110 . 50 Plans Review Fee: [ Y-YES] 552 . 50 Y Total Electrical Fees : 28'73 . 00 r** Fees Required *** *** Fees Collected & Credito *** ----------------------------- -------------------------------------------------- Method ------------------------------------------------ Method Check # Receipt No. Date Fayment 4, CK 13695 12/09/94 4b' / . ZS CK 136Uti 01/19/95 TUTAL THIS DATE ********* : r4U5 . 75 , Fees : 9 ,873 . OU Ad ju-,trr.en.ts : . OU Total Credits : . 00 Tota : Fees ! 2,873 . 00 'total Payments : 2 ,873 . 00 Balance Due : , OU i NOTICE: This permit becomes null and void If the work or construction for which It Is Issued is not commenced within 181 days. Once construction hes started, the rmlt becomes null and void If construction is Interrupted for a period of 180 days. I certify that the informr tion presented by the applicant and his agent or agent- m sa,,port of this permit Is true and correct to the best of uur knowledge. I acknowledge thr,t the Building Department's reliance upon false and misleading Information may Invalidate this permit. All provisions of applicr ble laws and ordinances governing the construction and use of this building or structuro will be compiled with whether or not specified on the plans or noted an the plans correction straeb. I acknowledge that the granting of a permit does not grant authority to access private property or to use easements. I further acknowledge that the use or occupancy of the structure or building permitted depends upon my calling for Inspectiora at various times during the process of construction and the building Inspection staff verifying compliance with the varlous codes. Use ur occupancy cf fh4 building or structire permitted prior to approval by the Building Department Is solely at the risk of the applicant and such use or occupancy Is revocable until all Inspection requirements ore satisfied end approval Is given by the Building Official. I further acknowledge that a lien may be placed on the title of the property upon which the permit Is Issued specifying that the use or occupancy of the building or structure Is provisional and revocable until the satisfaction of all Inspection requirements. 1 I i APPLICANT'S SIGNATURE 1 , "'(�,' +'n'T!,. n•i tz:`0w Ar.4 l t �its!w6Mkly sru,,,MA,.r,.. .r...�w.•„vx rl arlEn!ritr:.ucr«N•'Avmi�.Nn^.n•».iswrk.+au ivr...,,-.ltlanfthOlYa' a lA WASHINGTON 4^l"'T Y ELECTRICAL. PER IT Department of Land ilea & Transportation r • Electrical Inspection Section n 155 North First Avenue, #350.12 AP I ATI O N •�r�� t Hillsboro, Oregon 97124 Information: (503)640.3470 Fax: (503) 693-4412 permit PLEASE Number _ Date Please complete a//�ections, I through 5. 4. Complete Fee Schedule below I . Location of Installation Number of Inspections per permit allowed I Address 90 D 9 5� l-1 a I I Ugg�L OD Service Included: Items Cost(ea.) Sum City \i 9 a r�n Building 1000 A. Residential-per unit ' / -- 1000 sq.h.or loss $110.00 4 ) (/ Tenant Name Each additional 500 sq,ft (if commercial) CV-00P G t.-V•5 or portion thereof $25.00 — Limited Energy $25.00 1 I Map No. Tax Lot Each Manuf d Horne or Modular Dwelling Service or Feeder —.� $68.00 2 ) Thomas Map Bool:: Page:— Section: a Directions B. Services or Feeders Installation,alterations or relocation g i 200 amps or less �� $60.00 ��' 2 } C mercial Residential❑ 201 amps to 400 amps $60.00 — 2 401 amps to 600 amps J� $120.00 —1� '!!_ 2 ! a. Contractor Installation only: 601 amps to 1000 amps $160.00 2 Over 1000 amps or volts .�� $340.00 _ 2 i Electrical Contractor D 0. o R,Q E L e -Tr! Reconnect only $50.00 2 f Address 3 City/L)a T� ey State C/Z ZIPZ2 9 C. Temporary Services or Feeders t Date=11 s'- _ Job Number Installation,alteration or relocation Property Owner 200 amps or less $50.00 2 Contractor's License No. _ (v -• yS 201 amps to 400 amps —_ $75.00 2 I Contractor's Board Re No. Sze y© 401 amps to 600 amps $100.!x) 2 Reg. Over 600 amps to 1000 volts see'B'above d Signature of Supr. Elec'n D. Branch Circuits License No./!to(e 5 Phone No. 73 la -I ZRNow,alteration or extension per panel a) The fee for branch circuits with 2b. For owner !nstallativns: purchase of service or I eLr leo. I Each branch circuit L 1•o $5.00 ' 2 r b) The fee for branch circuits without Print Owners Name —Phone n. purchase of service or feeder lee. Aadress First branch circuit $35.00 2 Each add'nl branch circuit__. $5.00 2 L�--- tale Zip - E. Miscellaneous (Service or Feeder not included) Each pump or irrigation circle. $40.00 2 The installation is being made on property ! own Each sign or outline lighting ___ $40.00 2 g which is not intended for sale, lease Or rent. Signal clrcult(s) ar a limitedenergy panel,alteration I flvner's Signature or extension $40.00 _ 2 F. Each additional Inspection nver the allowable In any of the above 3. Plan Review section (If required) Per Inspection $35.00 Per hour $55,00 Please check appropriate Rem and enter tee In section 5B. In Plant $55.00 F _4 or more re3ldential units in one structure _Service and feeder, 800 amps or more Jr. Fees _System over 600 volts nominal A. Enter total of above fees _Classified arca r structure containing special 5% Surcharge (.05 X total fees) $ __L' o Sa occupancy •.s described in N.E.C. Chapter 5 Subtotal $ _ B. Enter 25% of line A for Submit 2 sets of plans with application where any of the Plan Review if req ired fSecti ri 3) $ 3 above apply. Not required for temporary construction Subtotal // g °° services. ❑ Trust Accour $ <,� Balance Due ^, $ .z Us For Inspections call This permit becomes null and vold the work authorized by the permit is not rwmmenced 640-3561 or 693-4415 within 1!O days from dale of issuance of such permit or N the work authorlred N 24-hour or abanooned at any lime after wo,k b commenced for a period of 1 W dsym 24-hour recorder, one working day in advance of need EWrical P••mlis era non-refundable and nondrrnsferable. 8M4 S YpNgf!M..MU•1�"'YM1K�N`NM/lYik ..••r ,,y _. _. .,'wrwv.'; ;:•: _q•�?Ydl9"AT.ri w `nN,r ..'..R'-;r:i.,..::;�tlitiftn- ,n_ .' i, M •� 10 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone):639-4175 Business Phone: 639-4171 " - -� - Inspection: F9 ootin Suss; Uailing Sprink. Rc �h in ° Appr/Sdwlk , au foundation Plbg. Underslab Mach. Rough-in Firepiace Post/Boom Struct. Plbg. Top Out Elec. Rough-in FINAL: Mach. San. Sewer ewer Gas Line -Bldg. , Plbg. Underfloor Rain Diain rami -Plumb. Alarm Water Line Insulation Meth. I Underfli. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: I I I -7 I cl �� Time: AM PM Address: 7O(L 2 /i-m�- — Builder: �o —O c;3 Permit #: %� - U THE FOLLOWING CORRECTIONS ARE REQUIRED: 1�► _�de T r . 17.. Inspector:_ Date: APPROVED DISAPPROVED APPROVED SUBjECTTO ABOVE Cali For Reinsp. , w. Yr, . M �f iINN��lre tl i • Conshuction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Cantsurtin$ CONCRETE !! REPORT OF 6X12___ TEST SPECIMENS P.O. Box 23814 � ASTM C172/,:1231/C31/C39/C_064/C143/C231 --_ - T :ard,Oreg6n9728 Test Methods: - Prone(5U3)684 34600 FAX q 604-0954 01/1695 94-2546 BUP94-0318 ' Date Molded: ____ _ ___ - 19 19 Job No. --• Permit No: Client: CAMCO CONSTRUCTION CO - — i � THE GOOn GUYS AUDIO/VIDEOSTORE Project: _�_-__ --- ---- ------- ------------ --.--__._ -- -- ----- -' Address: 9009 SW HALL BLVD TIGARD -- - ---- --- 1 � _CAMCO CONSTRUCTION CO - _ - -- Contractcr; _ ----dub Contractor. - Concrete supplier: ___VAN DOREN CONCRETE 48 53254 _ —�- Truck No —_-_�_- Picket No. N Cast By: — G . L E E P E R —i_--Cu.1'ds. — 7 .5-_-..-Load No.2 — RAINY 48 38 Weather: -- ----------------- -- ---- -Temp.High' - - Temp.Low: ----- BU.ILDING ENTRANCE FOOTINGS Location of Placement: - ------ --- --- ------ --- -- -- --- -- 1 -_-_----_--_-- __.--_-- _-- -._--.-_-.__- Test Time: 9,05 Concrete o p 3000 28 4" I St,angth Requirement: -.--------.---- ___-__. __--_PSI 0 _ __—__-days Slump -------Cement Type —. Mix No1No.Sect300s --.-- --- -----Air Content --1 .6% Max.Aggregate3/4" - Admix.Amnt,gt: __ _ _brand: _ _-.--Admix.Amount: _ --Brand: ____ Set Test® Register Date Date Total Area I Unit Report Tested No. Days Number -Rec'd 'Test _ Load -_ PSI - No. By 7 9669 01/07 01./2 114,890 28.29 4060 7 JB 28 9669 01/07 02/1 151,570 28,29 5360 8 JB 28 9669 01/07 02/1 _149,937 I 28.29 5300._. 8 -- __ JB i - - - --- ---------- HOLD 28 9669 01/07 02/13 146 259 28,29 5170 8__ _ JIB i S Remarks -Cc :_CAMCO CONSTRUCTION CITY OF TIGARD I Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. (} 1 t Ri I X 10!, ww� MWA t� ^;{ �Ca�lsor Vesting, Inc. Construction Inspection Related Tests ` Geotechnical Consulting .�. 6X12 CONCRETEa� REPORT OF TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/rl'23.1/C31/C39iC1064/C143/C231 — — Phone(503)684-3460 i — r FAX N 684-0954 ?. 01/16 95 94-2546 BUP94-0318 Da+ro Molded: -----.--------- , 19_—__ Job No. - Permit No: -- - ---------- Client: _ CAMCO CONSTRUCTION CO THE GOOD GUYS AUDIO/VIDEO STORE Project: .. --------- --- --- — Address: 9009 SW HALL. BLVD TIGARD OR - CAMCO CONSTRUCTION CO , j Contractor: - ----Sub Contractor. VAN DOREN CONCRETE 48 _ -- _ 53254 Concre!e Supplier: _ .__._.__---___.._--_ ___.-�_ )nick No. — _._Ticket No. 1 � CastBy: — G . LEF'PER —� — ---- —Cu.Yds. -__— , .5 Load No.2 - -—--- - RAINY 48 _ 38 Weaher. High: - -- —TemP•Low: BUILDING ENTRANCE FOOTINGS Location of Placement: --------------------- ----...-.__ ,- _ ----.- ----- - --------- -- -..._..... - --Test Time: 9.05 _---Concrete Temp: 57 _ 3000 28 4" I Strength Requirement: __ .-_.._-__—-- -__._-_. --—-____-__..- --PSI a ----days Slump — _—_Cement Type Mix NoJNo.Sacks -- - ----Air Content _. 1 .6% — Max.Aggregate 3/4" i Admix.Amount: _ Brand: -----Admix.Amount: ___.__ —©rand: -- 1 Set Testi Register Date Date Total Area I Unit Report Tested No. Days Number Recd Test Load PSI No. By 7 9669 01/0701/2'_: 114,890 28.29 4060 7 JB 28 9664 O1/G7 02/1_ ty, 28 9669 01/07 02/1 HOLD9669 01/07 Remarks: CC_CAMCO CONSTRUCTION CITY OF TIGARD Information contained herein is not to be reproduced,except In full,without prior authorization born this office. Y t •aJ a,, r t rr�' ' ILSP$4R'tON NOTICE City of Tigard Building Departoe,t j 13125 RR Hall Blvd. T i9and Oregon97 223 Inspection Linw (Rec-O-Phons)i 639-4175 Business Phones 639-4171 Inspection: j looting Plbg, Underslab Mach. Rough-in APpr/Sdwlk ° i 1 Found. Ylbg. Top Out Gas Line ANAL: r , j Post/Beam Struct. San. Sewer Framing -Bldg. g, Post/Beam Mech. Insulation -plumb.Rain Drain {{ � tlbg- Underfloor Nater Line OYp• Bd. -Meeh. Date Requesteds // imerAM *tyt t �1 'PN Address: Pe i #1 � +#b Builder: THE FOLLOV:AU CDRRECTIONS UIREDt 1 y s — i ! 1 1 t Ir.Pi actors Date: r � ! `APPROVED "/ DISAPPROVED APPROVED SDBJECT TO AIIOVE I `�ali For Reinsp. R �.4 ' r s 6 a r Sir u y.. 1 I fi�tt[ tt m E o Q m o Li Li CD f CD N � mE. ❑ ❑ ❑ o a cts ti c > m ❑ ❑ oc C in U W _ 3 t: w a m ° s V ❑ ❑ ❑ a ❑ ❑ mm Q N cli Lo Lo rn `, a � v� a y id ... i c w L.0a Cl) > a a H LL L o4ilT a P C y� W 1 1, �• • C W M 0) c C/) rn N CC1 Eccoio Voc .r YIFaiE _ - 6, �.. � ..J i lo 0 ill • fu 50: �Vrc] p b0 d ¢ y� r� ;. 'O U Vi N O � 0 E O p, U bOA , N b4 O bo 10 U h 9 0 Q .� U w /� p G" y In !-r N G •por-- w ro y C O o N w U 0 bAC3, O O cd 00 OU u � � o air: � •.. � � o o .5 8 >, .0 S , q 'fid °o o r2 wuu 3 ca p v p O b n W 0 0 b O S 'y 4 v 0 Q 3 0 R p, to bA cn O O w v 0 ti a� •O y op b tj N c� U NO 4. w .0 bA p n w bA ►o>.,. w ybA 0 00 U y y° o K 0 no o v5>, U v ObA W � a� .0U a -' 'L S WG 4 _ w u 4 'J r� N [— w , 3 Q C C � Lr G �: o� •� °� t � cry 1 G. TUALATIN VALLEY FIRE & RESCUE AND i BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503)526-2469• FAX 526-2538 January 5, 1995 i i 1 Mike Smith Patriot Fire Protection, Inc. 3012 N.E. Minnehaha Street U.-tit A Vancouver, Washhigton 98663 3 Re: The Good Guys 9009 S.W. Hall Blvd. 5889C-111-005 Dear Mike: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. j Automatic sprinkler plans for the above captioned project may be picked up at the City of Tigard Building Department. This office would suggest calling before making a special trip for pick up to assure that plans have been transferred. Plans are conditionally approved as submitted subject to the following items: 1 . Please contact City of Tigard Buil .'ing Department through their phone request system for inspections. 2 . After completion of the system, hydrostatic testing shall be completed and Contractor's Materials and Test Certificate ,k shall be completed, signed by apprcpriate persons, and copy forwarded to this office for permanent filing. t.. .sr "IVarkins Smoke DmWors Save Lives i 4 .. ...._ ...y....�..:,s,>.x.._.,.a.awro mair�,r. t,r,.:rr.,...,....... .,..,.. ,.. •.,..,..., .. ..rw....M wv::,tirowrsa.:�+P fi CKs r 1 _ � �. r' f .f3 k'' r � `,. '... � . ,•.. I�;.,�i '.�! �: M..'1""%+ . ,y 1 .. '.',: y}4, y ' JI.,,,. I rot t, ly� ,i,; "r x J, tt qyN: V Mike Smith January 5, 1995 Page 2 j . Approval of submitted plans is not an approval of omissions or oversights by this office or of non-comp:iance with any � applicable regulations of local government. If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill, DFM Plans Examiner GB:kw cc: City of Tigard Building Department } 1 r INSPECTION NOTICE .� City of Tigard Building Dapnrt�snt , i yfi' 1 ' 11 13125 ON Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phones 639-4175 Business Phones 6'j-4171 .1 r Inspections �— �•' 1 Footing Plbg. U erelab Mech. R gh-in Al" Apr/Edwlk pk Found. C Plbq. Top Gas Line FINAL: Pnxt/Beam Struct. San. Sewer Framing -Bldg. Post/Beaty Hoch. Rain Draln Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mach. Date Requesteds ( '- '"ime. AN PM ) Address t Permit�(„ �• . _ t/L,//) �� J ■ Builders THE FOLLOWING CORRECTIONS '1RE REQIIIREDs a 1 L/ -- xr f 1 _ i 1 Inspectors --- - Date•_ _ t' __—APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. W. V':rh:. _ ..r..l.iYM7WCtWM'NW1p.{:lsfYYliWY,:'rH•'.l S....Y' .,•v�i.x's*- r•'l rtkU Now rl Ij 1 ( _ ! r } E Y2, N. ..•,. r rte W ': . t 9, Ji INSPECTION h."S Y'E S ; ( 4(f) City of Tigard Building Department j 13125 811 Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phons)t 639-4175 Business Phonet 639-4171 Inapections Footing Plbg� Underslab Me,6f. Rough,-in Appr/Sdwlk Found. Plbq. Top Out Gas Line FINAL: Post/Beata Struct. San. Sewer -Bldg. Post/Beam Mach. Rain Drain Inaulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. Data Requesteedt 1' I C13 Timet _ AM PM Addresst U 1 /RTI _` Permit # 4' -)2 —e1 Builder:, i THE FOLLOWING CORRECTIONS ARE REQUIREDt I 1 � r i Inspector:,__ _ _.._�,' _ Dates —L=APPROVED DISAPPROVED APPROVED suBJECT TO ABOVE glil Call For Reinap. ANEW P {`o ti , r J INSPECTION NOTICE City of Tigard Building Departmilat V 13125 B* Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Pho e): 639-4175 BusinessP/(hhone: 639-4171 Inspections i Footing Plbg. Undlerslab Hach. Rough-in App /Sdwlk i Found. Plbg. Top Out Gas Line FINALs ii Post/Beam Struct. San. Sewer timing -Bldg. ". r .., Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp Od -Hoch. Date Requested: Timor AM PM ' Address: Permit `I c `/�'�C. Builders ,,. TBE FOLLOWING CORRECTIONS ARE REQUIRED: — y k i b r , { Inspectors / Dates APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE ),n Call For Reinep. Wiwi a _J Constn:etion Inspert m S Related Tests Carlson Testing, Inc. Geotechnical Consulting r;}:z REPORT OF 6X 12 CONCRETE TEST SPECIMENS — P.O. Box 23f,14 Tigard,Oregon 97281 l' Test Methods: ASTM C172/C1231/C31/C39/C1064/C143 _ — Phone(5G3)684-3460 ;.; -----�—" — FAX N 684 0954 12/23 BUP94-0318 94 94-2546 Permit No: D2te Molded: 19 _— Job No. - --- Client: —_ CAMCO CONSTRUCTION CO Project: __ THE GOOD GUYS AUDIO/VIDEO STORE 9009 SW HALL BLVD f IGARD OR Address: --_- - --- — — t Ccmtrector: — -.SubContractor: - - CAMCO-CONSTRUCTION CO__,__.- -----__----- -__--- - Concrete Supplier: VAN DOREN CONCRETE Truck No. 448 _Ticket No. —55052 wCast By: --_—__K. THRALL ------Cu.Yds. _— 6 .5 Load No.1 -----. CLEAR ° 44 Weather: _._-----..._----_--.-- _----_-- ---_..-- -- Temp.High: 5'� —Temp.Low: TWO FRONT ENTRANCE PIERS Location of Placement: ----- ------ ----__._____Test Time: 8'30 _ Concrete Temp: 56 _-- Strength Requirement: 3004 - -_- _ --- PSI --28 4rr --"--days Slump . �.Cement Type I__ 3000 3/4" Mix No./No.Sacks --- --_. Alr Content ------ —.--.-- ---- — Max.Aggregate ---- ;r i Admix.Amount —Brand: A,nount: Brand: Set TestV Register Date Date Total AUnit Report i Tested No. (lays Number Rec'd Test Load Area PSI No. By 7 9326 12/27 12/30 26,657 28.32 941.3 4 JB 14 9326 12/27 01/06 38,159 28.26 1350 4 JB 28 9326 12/27 01/20 /7 GO Remarks- 'c:CA_M_QQ_ CON TRUCTI9N CITY OF TIGARD Information contained;:erein is not to be reproduced,except in full,without prior authorization from this office. rr Bobo.. 9b u' : . :. .. '-' i.. .:�,. .roe ti .:',t. •�.., r- :,"9'or -p. - «aai u Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF 6X 12_ CONCRETE TEST SPECIMENS P.O. Box 23814 Tig,rd,Oregon 97281 !,{ Test Methods: ASTM C172/C1231/C31/C39/C_1064/C143 Phone(503)684-3460 — _ — FAX#684-0954 12/23 94 34-2546 BUP94-0318--J-_- Date Molded: - - , 19- -- Job No. _- Permit No: -- Client: _— CAMCO CONSTRUCTION CO ■ Project: ----THE GOOD GUYS-AUDIO/VIDEO -STORE--- ----.._.-_._______-- _—----------_ I c,009 SW HALL BLVD TIGARD OR Address: --_ --- ---- -- -- -- - ---- - ---- - _�.--- — -- ■ j Contractor: CAMCO CONSTRUCTION CO Sub Contractor: 'a I ' VAN DOREN CONCRETE _ 446 55052 Concrete Su��plier. _ _--- _Truck No. -_— - _..___.Ticket No. ---_�_-�. ■ Cast By: .__----K..__THRALL -- --- ---- --Cu. Yds. 6 .5------- Load No.1—_—._ CLEAR5�� Weather: __. --_._....-- - --.. ----- ------------Temp.High: -- - -Temp.Low: 4 TWO FRONT ENTRANCE: PIERS Location of Placement -------- -- ----- -- -----.--- ------- �_ - ------ __ -- -.- _ -- - -Test Time: 8:-30.-----------Concrete Temp: __56 -- Strength Requirement: -_ 2500 - - -- - ---- FSI 0 28 --days Slump 4... Cemenl Type I- -- Mix No./No.Sacks .3 "00-- ---Air Content ------------- --- Max.Aggregate 3/4 Admix.Amount: Brand: Admix.Amount: Set Test® Register Date Date Total _ Area Unit Report Tested No. Days Number Recd Test Load _ ,PSI No. By 7 9326 12/27 12/3 26,657 28.32 941.3 4 JB 14 9326 12/27 01/06 38,159 28.26 1.350 1 4 JB 28 9326 12/27 O1/2t49,685_____ 28.23 1760 6 JB t Remarks: CC:rAM_Q_CQK5:[_RVCTION CITY OF TIGARD k ion contained herein Is not to be reproduced,except in full,without prior authorization from this office. ''hi1 w f v aw 1 CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 1312E SW Hall Blvd.Tigard,Oregon 97223.8199 (503)830.4171 w, PLUMBING PERMIT { PERMIT #. . . . . . . . PLMhµ•-IZ L.*., t, E�3y -417:1 DATE I5SUED: 12/22/94 �F PARCE•.tr: 161i�60C--01 100 , SITE ADDRESS. . . : IZ19009 OW PALL BLVD #5. 140 SUBDIVISION. . . . . ZONING: C-Ci BLOCK. . . . . . . . . . . LO r. . . . . . . . . . . . . . CLASS OF WORK. . :A'_T GARBAGE DISPOSAL,:. : 11OB I LE HOME: SPACI:S. : � TYPE OF USE. . . . :CUM WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . : OCCUPANCY GRP. . .-B2 FLOOR DRAINS. . . . . . . : 3 TRAP'S. . . . . . . . . . . . . . STORIES. . . . . . . . : c WATER HEATERS. . . . . . CATCH BASINS. . . . . . . : FI XI ; LAUNDRY 7-RAYS. . . . . . : SF RAIN DRAINS. . . . . SINKS. . . . . . . . . . :: URINALS. . . . . . . . . . . . :2 GREASE TRAPS. . . . . . . : LPIJATOR IE:S. . . . . :2 0THI:�R F I XTUERES. . . . . : 3 TUB/SHOWERS. . . . : SEWER L. I NE: (ft) . . . . WATER CLOSETS. . :2 WATER LINE. (ft ) . . . . : DISHWASHERS. . . . : RAIN DRAIN (ft) . . . . : Remarks: The Good GI_,ki..-• tenant mociis'ic.ation (old Lamont' s store) t s other Units- 1 hose bibb and _' roof drains r I#, Owner- _._.__...___..__._.____._._..._...__.__.....- _ __.__ ._. .. _.____..__._._......._.._.__._ ....---... .._..__ -.____________._ FEES r�,' THF CAFARO CO. type amol_Int by date rr,cpt 3500 �3OUTH MERIDIAN, SUITE 75t, PRMT" $ 1253. 00 JF 12/22/94 - A. PLCK $ 38. 25 JF 12/22/94 - PUYrIi_I_UP WA 98373 5PCT $ -7. 65 JF 12/E.. 94 - I Phone t#: 206--•8401 434 Contractor: 1. BEAVERTON PLUMBING, INC. : 13980 SW TUALA7IN VALLEY HWY BLAVE:.RT71v OR 9700 ,i Phone #: '+4,3-7619 t 198. 90 TOTAL Rey #. . 1 -'689 '. - ---- REQUIRED INSPECTION5 This permit is is,jed subiect to cne regulatiors contained in the Top-ol_it Insp Tigard Municipal L-de, State of Ore. Specialty Codes =ad all other Misr-. Inspection applicable laws, iiil work will be done in arcordancl with Final Inspection -pproyed pians. This permit will expire if wo-k is rat started within 180 days of issuance. or if wo:k :s suspended tc, more than 180 days. 1;Cr.IT) i Call for inspection - 639 -4175 s i aM` , ., t 'g City ��. rr .'r ^fpm _q,, i*' '�'� _`., r � �/ � rnx �"' ••JIS.+"�4j°, r 'T M City of Tigard PLUMBING PERMIT APPLICATION Planck/Rec- # 13125 SW Hall Blvd. Permit # PLmIy--093.5 Tigard, OR 97223 (503) E39-4171 MIK'IMUn4 X25.00 PERMIT FEE + ST. SURCHARGE New SIn41e Family Residences Only ❑ 1 BATH HOUSE$140.00 ❑ 2 BATH HOUSE$195.00 Job ' CII 1 �/G S' o ❑ 3 BATH HOUSE$225.00 Address ze Fee Includes all plumbing fixtures in the dwelling and the fl.st 100 feet of water service, sanitary sewer and storm sewer. See fees below. wm.rd....•a euw..l FIXTURES QTY PRICE AMT Sink171 9.00 Me"Adb•u r+r^• Lavatory 9.00 1 r/ 'f Owner S�� ; r�l�(�►rr1 r S,y Tub or'fub/Shower Comb. 9.00 ao Shower Only 9.00 t crnxwn. _ U ��I u t ��� We ter Closet 9.00 rwn.l .•,a 6.J64 Dishwasher _ 9.00 ! e - Garbage Disposal 9.00 Occupant�l Miq„e,.„ Washing Machine 9.00 Floor Drain 9.00 ahrwr• m Water Heater 9.00 Laundry Room Tray 9.00 rwn. Urinal 9.00 I Other Fixtures (Specify) 9.00 M 9.00 Contractor / //i 9,00 �, . ZIP 9.00 Sewer 1st 100' 30.00 i Mme R•s••• r+•. r*f s,..T.W. Sewer•ea. Addit. 100' 25.00 i Water Service 1st 100' 30.00 I hereby acknowledge that I have read this application, that the WeW Service ea. Addit. 200' 25.00 Information given is correct, that I am the owner or authorized agent of Storm &Rain Drain est 100' 30.00 the owner, that plans submitted are in compliance with State laws, that I am registered with the Construction Contractors Board, that the Storm &Rain Drain Ac:dtt 100' 25.00 number given Is correct (If exempt from Slate registration, please give reason below.) Mublri Home Space 25.00 Back Flow Prevention Device or Anti-Pollution Device 9.00 9002.(.,y,.,.r.p.nq Uwe Any Trap or Waste Not Connected to a Fixture 9.00 Describe work new O addition Q alteration r.pair Catch Basin r 9.00 to be done residential Q non-residential Insp. of Exist. Plumbing 40.001hr Specially Requested Inspections 40 00/hr Existing use of Rain Drain, single family dwelling 30.00 building or property Residential backflow prevention devices 15.00 Proposed use of building or property _ *(Except residential backflow prevention devices) G NOTICE 'Minimum Fee$28.00 SUBTOTAL S PERMITS BECOME VOID IF WORK OR CONSTRUCTION c7 �- i AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF 6'/.SURCHARGE / CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED f FOR A PERIOD OF 180 DAYS AT ANY TIME/.FTER WORK IS COMMENCED. PLAN REVIEW 25'/. OF SUBTOTAL TOTAL Special Conditions Date Issued by_ i - l i f Va N� CA I Y (11 I 1014140 14140 •- Rl l 1- .1 t 1 1 II 1'F- yoii-rj( Iat l t .I F,I NO. a'1c1 `1�;)ta!'V► I ! it 'r' ' t urvll)UN( IIJ�aMI:): a H1:•.WVE.Rl0N l-'1.UMf3.CNt3 1.11'4 11 ift'llll_l/l'I(` W. owl 1.1 1.4 4 :•1)Ifil.)T td.117 L I-IN t -t 1 1)t- PAYMENT AlrlA Ihl f 1-'H T l') {.I I Iltlt l I,tl i ►/h RM (I )I I .1 t l 't_M94-02:35 IOir9 MAI G NI..VD/(LOUD C:i(.1Yf•.I j 113TAI.. AMOIANT PAW U _. ) t'-)t s, 'wl r ii Ti"„1 . T! 77FT y .; IN_-----ON NOTICE City o! Tigard Building DepartlMemt 13125 M Ball Blvd. Tigard, oragon 97223 Inspection Line (Roc-o-Phones 639-4175 Business Phone: 639-4171 Inspection: Tooting P1 Underslab Hoch. Rough-in Appr/Sdwlk Yound. Plbg. Top Out Gas Lina FINALt k ' r Post/Beam Strutt. San. Sewer Framing -Bldg. Post/Beaux Hach. Rain Drain Insulation -Plumb. 1 Plbg. Underfloor Mater Line Gyp. Sd• -Rech. - 1 Date Requested: Z" �l Times _ AN 1_PH Address s AUG' f 1L J Permit 1 Builders THE POLL WING CORRECTIONS ARE REQUIREnt Ai- f , 1 Inspector:-7-C%- � —�— Date:_�i` a/ r - APPROVED 7ISAPPROVBD APPROVED SUBJECT TO ABOVE Call For Reinsp. z r Af r, n I J 1 aqf. r g � REUENED TUALATIN VALLEY FIRE & RESCUE AND 0F1', 2 71994 7 'Y BEAVERTON FIRE DEPARTMENT L'UMMUNIiY UEvELUPMENr • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-1469• FAX 52b-2538 • �� CLi 1 December 19, 1994 �C 1ti Robert S. Wilson, AIA, Project Architect Architecture & Planning 835 Fifth Av^nue 'r San Rafael, California 94901 Re: The Good Guys (Lamonts) 9009 S.W. Hall Blvd. Tigard, Oz egon 97223 5889C-111-004 Dear Mr. Wilson: I appreciate the opportunity to comment on your suggested r revised plans. The fire department would require that a Knox Box be located in accordance with the attached directions. Enclosed also is a Knox Box application for your use or to forward to the contractor. In addition to installing a Knox Box, the fire district would ask that signs he placed on exterior doors of stairways stating just which level the stairway accesses, i .e., main floor, second floor, basement, etc. Addition .11Y, the firs district ..'ould ask that the void area being created by the entrance be provided with access. Lastly the fire district would ask that a elevator key be placed in the Knox Box so that elevator access would be available if needed. If I can be of any further assistance to you, please feel i free to contact nye at 526-2502 . Sincerely, Gene Birch.ill, DFM Plans Examiner GB:kw cc: David Scott, Building Offirial V City of Tigard 1, I "Workfnt Smoke Detectors Save Lives INSPECTION NOTICE City of Tigard Buildissg Departaent !� 1312S nW Ball Blvd. Tigard, Oregon 97223 Inspection Line (ROC-O-Phone)s 679-•4175 Business Phone: 639-4171 Inspection: _— Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL.- Post/Ream INAL:Post/Beam Struct. San. Sewer rem�ing� -Bldg. 11 Post/Beam Mach. Rain Drain Insulation -Plumb. r,.. h PlbQ. Underfloor Water Line l�Gyp. Bd. -Mech. Date Requested: c.� /��l ' 1 Times AN PM C Address: 42 / ^C+ U '(.T/Cf' Permit Builder- TPH FOLLOWING rORRACTIONS ARE REQUIRED: i 3 — c3 z - - -- Inspector: Lste•—� L P_-_ ---APPROVED DISAPPROVED APPROVED St;9JECT TO ABOVE ^a11 For Reinsp. -i i t P �0()nstKaction Inspection&Related Tests a � Geotechnical Consulting Carlson Testing, Inc. P.O.Box 23814 .'! Tigard,Oregon 97281 Phone(503)684.3460 J FAX 0 684-0954 December 16, 1994 94-2546 Permit No. BUP94-0318 FIELD INSPECTION REPORT DATES COVERED: December 15, 1994 � PROJECT: The Good Guys Audio/Vidao Store ADDRESS: 9009 SW Hall Blvd. -- Ti.ydrd, OR INSPECTOR: J. Woolf #486 12-15-94: CTI representative checked rebar mats for partial basement foundation pads between A and A.4 and 2 and 3.4 . Mat rebar was #5 bar at 12" on center east west and laying outside footing. Three footings were cut 7 '-6" square x 16" from lines 2 .7 - 3.4 and A - A.4 and pad at A.4/2 .2 was cut 8'-6" square x 16" . Job superintendent indicated pipes at two pads on A.2/2 .7-3.4 to be rerouted around pads. When concrete arrives at job site, job superintendent will insure concrete inspector checks rebar mate in place on 3" dobies. Also cast one set of three 6 x 12 concrete test cylinders for 184-;- oubic yards 6-1/2 3/8" mix from VanDoran Ready Mix placed in first floor trench in fills at slab. NOTE: Pad detail indicates pad should be 18" deep. Notified job superintendent. Our reports pertain to the material tested/inspected only. Information contained herein it not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matte, please do not hesitate to contact this offs^c- Respectfully submitted, CARLSON TESTING, I C. 0��v .� Douglas W. Leach President f j JW:a k i. I cc: Camco Construction Co. Camco Construction -- Seattle i City of. Tigard E �a ,ct 'F Cone:uction Inspection &Related Tests CaAson Testing, Inc. Geotechnical Consulting t 6X12 CONCRETE F'EPGRT OF` Tc iT SPECIMENS- P.O. Box 23814 ASTM C172/C1231/C31/C39/C1064/C143 Tigard, Oregon 97281 Test Methods: Phone(503)684-3460 FAX N 684-0954 12/15 94 94-2546 BUP94-0318 DPic Molded: _-_-_.-___ 19 Job No. — Permit No: --� CAMCO CONSTRUCTION CO THE GOOD GUYS AUDIO/VIDEO STORE Project: -- .-- ----- —_..__ _.----.--._.__._---_----- TIGARD OR Address: CAMCO CONSTRUCTION CO _ Contractor: ---Sub Contractor. VAN DOREN CONCRETE 38 54944 Conc Supplier: __.-_ _. -___--__ _____-Truck No. __ ----Tick-t No. J . WOLFF 18+__ 1 Cart Ey: -- ,_ __ _ -- Cu.Yds. .__-_- _ _ _Luad No. I�AIrJY 4F 39 We.,ther. __ Temp.High: Temp.Low: — TRENCH IN FILL @ FIRST FLOOR Location of Placement: --- -- - ----- - - 9:00 56 ___--___- ----_----._-----___-.---------------_----Test Time: __ Concrete Temp: 3000 28 5" * I Strength Requirement: -- --------- --- -- __PSI 0 _._____--_-.days Slump Cement Type 6 .5 SACK 3/8" Mix No./No.Sacks Air Content ------ -- — Max.Aggregate Admix.Amount- -------Brand: .--Admix Amount: Set Test® Register Date I Date Total --Area Unit Report Tested - } No. Days Number _ Rec'd Test - Load PSI No. By 7 9143 12/16( 12/22 76,629 28.30 2710 2 JB � 28 9143 12/16 01/1" H O L 0 - ^ 9143 --- 12/16 i Remarks CC_CAMCO CONSTRUCTION *NOTIFIED SUPERINTENDAMT i i ' Information contained herein is not to be reproduced,except in full,without prior authorization from this office. t ' r 7 �' •< lft 'N�t i t. K Construction Inspection M Related Tests t Carlson Testing, Inc. Geotechnical Consulting REPORT OF 6X1.2 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C31/C39/C 1064/C 143 -- --- Phone(50?)684-3460 FAX#684-0954 3.2/15 94 94-2546 BUP94-0318 Date Molded: -- -- ---. --- Job No. - — Permit No. 19 - -------- — Client: _—. ---- CAMCO—. CONSTRUCTION — ___----_.—-.--_.�.------- ----- -- —._ __ __ «� THE GOOD GUYS AUDIO/VIDEO STORE_ Project: --------- --- — —-- 9009 SW HALL_ BLVD TIGARD OR Address: _---_--- -------.-_ ------ - ------------ ; CAMCO CONSTRUCTION CO Sub Contractor: Contractor. -___ ------ ---- ---- _._.—�.------ ------ — VAN DOREN CONCRETE 38 54944 — Concrete Supplies _ - Truck No. -_ .____Ticket No. _- t' 7 . WOLFE _Cu.Yds. 18� _ -Load No.1-_-_ J Cast By: RAINY 45 39 Weather: __ _ -- ------ -•-- ---- -Temp.High: Temp.Low ----- TRENCH IN FILL R FIRST FLOOR t r Location of Placement: ---- --- _--._ — ---- — -- 9:00 56 --Test Time: Concrete Temp: 3000 28 5 Strength Requirement: -.-----_--__---- ----- ---PSI ® days Slump ----- Cement Type - _ --- 6 .5 SACK I'Aix NoJNo.Sacks — --Air Content - --- --- Max.Aggregate - --- -- Admix.Amount: _-_.._ _____—_-__Brand: __—_.____-_.---Admix.Amount: ----------Brand: -. Set Test® Register Date Date Total AUnit Report Tested rea No. Days Number Rec'd Test Load PSI FJo. By 7 9143 12/16 12/22 •76,629 28.30 2710 2 JB 28 9143 12/16 01/1- 131,110 28.22 4650 5 JB HOLD 28 9143 12/16 01/12 127,640 28.22 4520 5 JB CC:CAr1C0 CONSTRUCTION Remarks: ' -�F ..TTZ�AT�IS *NOTIFIED SUPERINTENDANT Information contained herein is not to be reproduced,except in full,without orioi authorization from this office. y It 4 IKSPECTIOII N IC City of Tigard Building Dep--tweet 13125 910 Hall Blvd. Tigard. ore9'vn 97223 Inspection Line (Reo-0-P one): 639-4175 Bwi-tess Phonon 639-4171 Inspection: 'E g. PlbUnderslab Mech. R,sugh-in Appr/8dwlk looting Gag Line lINAL: loud. Plbq. Top Out rami -Bldg. i Poet/Beam Struct. Ban. Sewer -PlumbI ;,poet/seam Mech. Rain Drain Insulatljn • I Plbg. Underfloor Nater Lina Gyp. -Koch. Date Requestod e Permit Address:_( (r Y� Builder:_— TB= lOLLONI110 CORMCTIO148 An REQUIRED: V - ,t. inspectors_ Dates APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE Call For Reinsp. r r 00 �O �O n cid03 0 3 arc 0) too Q. pQp y V:}� to E rgs o .., cod 0 y o o °� �° `�o O � '� 1 4 tai 4)C4 >; cuCA to c gg a• V � y'� > CO BE Q 47�w r� EG°1. �L 'CI ° H b a 'J -� .O h b ctl 40, ub c.�ya a, r�yo � 2 m a. ab g a 3 2Ha� a� a� au4.. � ted. u3 ,F3 0. O.�.b > �... a O 0 �' p• oa a�a, ua. 00 �j � a ar. L v Ll o ,V'y� ba� a u � NuEv o � � onQ4. �u >, tp,° r. g twy cd ed��eP O O v,.G+ o $ 0 cs ed Hoa W W W i> ou 3Vo" Q L, uGQ �' � E a°. c ai ri Ki S 0.0.g . ;J bb cn F-" � � w r i 4 •N r : �t o`h a�c�ca ab > a, o o 75 �rA cis a u b 3 `, r. E � 0 0 S. a ytwo o 3 ,, u v � 32 as oo� u o �^ c G^- c w � >•� NC $ � g V WSWE > 'r7 C c O .1 4 S 17'1'^1y cn eq CA g ! b p-g y L1 4? G.) 0 p end ^7 oioc3 a aC4 0 bow y' o 3 C `;1 poz p a �• � p W a U cd v z 4 O 0 ^ v •��V 3 07``" C OA rn,� �y,C O C a N - p m L7 > > 0 a^ -8 q So o oz c" y a ow w o .. 3 3 �, o 44 0 3 r- 1" U r, i! al ►� O > o.0.00 © r Mr 8 0 c�i °� � a. mai u 0� uq uQ > � �� ,, b � � tw 0 A'4 r. "03 -0 0 w u 7 'off" o > �ro �, u 5 o Id o b� o ~ o gyp" S� 0.5 °' a>i V tb a� � a"� cad ts,v,w• a c �. > p ►, «� ti cn a � rya H u �C a,S.0, � 0 �0 3U•yv �S y c� .50 C 5 001 0 0 _, 0s o 0 a o �� ani w 5 oU 5 !tow 0 tw F71 E 2d Cl,: Ulu m m 0.12 ADCh N Z cetyl ws _ w U F rnP1, S, +� •� 0 JJ x 4 «F ID IN v) F '^ 0 tw ou rol Ctw ', 0 %) cqed in OQ U- INSPECTION NoTI--E Litt of Tigard Building D%--I--t 3L33L25 m Ball Bled. Tigard, Oregon 97223 Inspection Line (Rec-O-Phons)s 639-4175 Business Phone: 6 9-4171 ' 0 lX: 1 E Inspection: "" m Footing Plbg. UndertY Mach. Rough-•i.n �Xpprjsdwl. Pound. Plbq. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poot/Beam Hoch. Rain Drain Ins:lation -Plumb. Plbg. Underfloor Mater Line gyp. Sd. -Hoch. "' Date Requested: Times1►M PM f Address.. Permit f: .. Builders TBE FOLLCMING CORRECTIONS ARE REQUIRED: i I i Inspector- _ _ Dates 1_� L 94 APPROVED _ DISAPPROVRD _ APPROVED SUBJECT TO ABOVE ,_Call For Reinsp. i. p.. t INSPECTION NOTICE City of Tigard Building Depart—at 13125 M Bell Blvd. Tigard, Oregon 97223 Inspection Line (Rec--o-Phone)t 6639,-(4175 Business Phones/639-4171 Inspections rooting Plbg. Dnderolab Mech. Rough-in P%prr/Sdwlk round. Plbg. Top Out Gas Line FINAL: Post/Boom Struct. San. Sewer Framing -Bldg. i Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Undorfloor Nater Line Gyp. Ed. -Hoch. A) 1 � Date Requestede_^ 1 U, Time: AM _ PM ,11 Address: U C^ l Permit 1 L -0 Builder: TBE FOLLOWING CORRECTIONS ARG REQUIRED: F r 7 jJ a� + xR P +yff �,�°�dry �t y�� � � , i� t'N'3it tli t� �y�J� � h kAI r � ` f! �tl(G ! gkf tJ 1�2y1s1^ J /�k tlU p�h f¢ f� •,•r- Inspector:- -� Date: I e�PPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. _. •x y y Y'*�RJ1 ' Construction Inspection&Related Teats Geotechnical Consulting Carlson Testing, Inc. P.O.Box 23P.14 Tigard,Oregon 97281 Phone(503)884-3460 FAX#884-0954 4 December 7 , 1994 94-2546 Permit No. FIELD INSPECTION REPORT DATES COVERED: December 5 , 1994 PROJECT: The Good Guy's Audio/video Store ADDRESS : 9009 SW .4all Blvd. -- Tigard, OR INSPEC'T'OR: H. Payson #530 12-05-94 : CTI representati•.rc inspected rebar for CMU wall footing in parking structure at approximately line A. 9 . Found all rebar according to specifications. Cast one set of test cylinders from Wilsonville Concrete, 5 -1/2 sack mix. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior_ authorization from this office. If there are any further questions regarding this matter, please do 'a- riot hesitate to contact this office . Respectf>>.1ly submitted, y CARLSON TESTING, INC u Douglas . Leach President a' HP : ak cc : Camco Cons`ruction Co. Carrico Construction - - Seattle City of Tigard S r{ Construction Inspection &Related Tests Inc.Carlson Testing, Ge,technical Consulting 'A REPORT OF6_ X12 CONCRETE TEST SPECIMENS P.O. Box 23814 -- - Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C31/C39/C1064/ 3 _ Phone(503)684.3460 FAX #684-0954 Date Molded: - 12/d`a---, 19--_94- Job No. _-`.�4=546 _..__ Permit No: _SUP94-0318- - ----- _ client: Cgpiro CONSTRUCT-ION_CO --- ------ ---------- ---. ----- - ------ - - - --- - Project: ------THE G00U-_-GUYSAUDIO/VIDEO-__�JORE Address: --9009 SW HALL BLVD TIGARD OR CAMCO CONSTRUCT ION CO ---Sub Contractor: -- _— Contractor. ---- ---------- ---.._..._ --------__ Concrete Supplier: WILSONVILLE CONCRETE PRODUCTruckNo. 38 Ticket No. __-_.-E-06394 Cast By: _____—__ h ._,PAYSON - Cu.Yds. 4 --.Load No. 1__ 0' ERCAST _Temp.High: _ 35 Tem Low: - 28 Weather: - --_.___ _._.._._ --------- ----- -_--.� g : p. Location of Placement: CMU WALL FOO "ING AT APPROX . A .9 ------.--lest Time: 24-5 Concrete Temp: 58 Strngth Requirem2540 ent: ----_ _-28 4_ -days Slump ------.---Cement Type sl:: 5 .5 SACK 3/4" Mix No./Nn.Sacks ___.____ -______-_�-__Air Content --- Max.Aggrenate - 'k Admix.Amount: - Set Test® Register Date Dale Total Area Unit Report j ested No. Days Number Recd Test --------Load PSI No._ By 7 8942 12/06 12/1 64,764 28.28 2290 JB 28 8942 12/06 01/02 90,373 28.34 3190 3 JB { !' 28 8942 12/06 01/02 92,481 28.34 3260 3 JB w 'k cc:CA CO CONSTRUC -ION CITY OF TIGA ---- RD - -- - Remarks ------- ------------ - — -- -- -_ s t ' Information contained herein is not to be reproduced,except in full,without prior authorization from this office. s i of a Construction Inspection &Related Tests Carlson Test•;ng, Inc. Geotechnical Cmsulting REPORT OF 6X12 CONCRETE _ TEST SPECIMENS P.O. Box 23814 Tigwd,Oregon 97281 Test Methods: ASTM-C172/0123_]LC31/C39./C106410143 _ Phone(503)684-3460 FAY N 684-0954 Date Molded: --- 2/05 - , 19 y4 Job No. . 94'2-546--- Permit No: BUP94=0318_ _ - Client: Project: -Wys AUDIO/VIDEG, STORE Address: _- 9009 SW_HALL BLVD TIGARD OR Contractor: —_ CAMCO CONSTRUCTION CO ----Sub Contractor. -_----- ---- -- ------- Concrete Supplier: WIL.SONVILLE CONCRETE PRODUCTruckNo. _.-__38 Ticket Nn. E-06394 -- ----- Cast By: H. PAYSON _ Cu.Yds. --_ 4 - __ Load No. 1_OVERCAST Temp.HI h 35----Temp.Low: _ 20 Weather: - -- ...--.- ---- ---------- 9 CMI) WALL FOOTING AT APPROX . A .9 Location of PIAcement: -- -- ------------ -- -----Test Time: .2,/'S Concrete Temp: 58 Strength Requirement: ______2500 - -- - PSI Q .8--.-.-..days Slump 4 —_._.Cement Type I -- ' 5 " Mix No./No.Sacks --- 5 . -SACK------- Air Content -- _---- — --- Max.Aggregate 3/4- --- �� Admix.Amount: Brand: ____ _---AdrT ix.Amount: -----Brand: --- Set Test* Register Date Date Total Area Unit Report Tested +i No. Days Number Rec'd Test Load -- PSI No. By 7 8942 12/06 12/1 64,764 28.28 2290 1 JB 28 8942 12/06 01/02 28 8942 12/06 01/02 _CC^CAh�CO CONSTRUC ION ---a - - -- C Y OF TIGARD a Remarks Information contained herein is not to be reproduced,except in full,with,W n,+or authorization Irom this office. tit J if 7,�isPECfIo_L L� , city of Tigard Building Dapartesnt 13115 SW Ball Blvd. Tigard, Oregon q71 Inspection Line (Rac-O-Phone)e 639-4175 Business fho s 9 Inspections lam' Footing Plbg. Underelab Hoch. Rough-in Appr/sdwlk Found. Plbg. Top Out Gas Line FINALS , Post!Beam Struct. San. Sewer Framing -Bldg. Post/Bram Hoch. Rain Drain Insulation -Plumb. E Plbg. Un-erfloor Nater Line Gyp. Bd. -Nech. i !I Date Requested: / i�7 T1mes _!M PM ' L Address: � _���! �!� Permit c. E , Buil3er: _ - -- ' THE FOLLOWING CORRECTIONS ARE REQUIRED: It T. . al f t _ c G Inspector-_ �' Dates Pe -42?�/� L PROVED DISAPPROVED APPROVED SUBJRCT TC ABOVE ' _Call For Rainep. i y, y 1 INSPICPION NOTICE a City of Tigard Building Department 13125 SIS Ball Blvd. Tigard, Oregon 97223 y: Inspection Line (Rec-O-Phone): 639-4175 Business Phone. X39-4171 Inspection — -- i�—_ Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk f Found. Plbg. Top Out Oar Line FIWAL: Post/Beam %truct. Sart. Bower Framing -Bldg. Post/Beam Koch. Rain Drain Insulation _Plumb. Plbg. Underfloor Na:er Line Gyp. 9d. -Koch. --- Date Requestede j L- 7' 7 ime: -/2 '1W PM , , 4 s i Address, ! �� /s�a,Q� Ss �''!_) P.it Q 9 Builders 1 7•HI FOLLOWING CORRECTIONS AR REQUIRED: " C Inspector:_ Date- APPROVED DISAPPROVED APPROVED SUBJErP To ABOVE Cell For Reiner. A y 606 22 . . CITY d" " . . CITY OF T I GARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall SNA.Tl,,*,d,orsoon 117223.611111 (503)639-4171 BUILDING PERMIT' I 'L:RInI ! #. . . . . . . : BUF,94-016 DATE ISSUED: 11/:=1/94 639-.4171 PARCEL i 1512600-O 1 100 GI?'_ ADDRESS,. . . : 109009 SW HALL BLVD #3. 140 SUB;IVISION. . . . : ZONING: C•-•G BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . � I REISSUE: FLOOR AREAS- -_- -- -- _ EXTERIOR WALL CONSTRUCTION- CLASS OF WORK. :Al-T FIRST. . . . : 25404 s f N:2HR S:2HR E:2HR W.SHR T YPE= OF USE. . . :COM SECOND. . . : 254e4 s f PROTECT OPEN I NGS•)_-_.._ T'YPE OF CONST. :`iN TF 11 ri0. . . . : s f N:N S:N E :N W t N OCCUPANCY GRP. ::6c' : 50608 s f ROOF CONST:A F"RE RL T) : OCCUPANCY LOAD: 1248 PASEMENT. : sf AREA SEP. RATED: � ST0R. : ;ti IAT. : 40 ft GARAGE. . . : 25404 s OCCU GF_F'. RATED-,HR I Pam-f? :Y MEZZ?:N !•;E.QD SETBACKS--------- FEMUR LOAD. . . . : S L_E:FT: ft RGHT: ft F"[R SV',KL.:Y SMOK DLT. . : DWLLLING UN1FS: FRNT: ft REAR: ft FIR At_RM:N HNDICP ACC:Y L{EDRMS: EATIIS: TMP `URFACE: PRO CORR:Y PARK INO: t VALUk.. 6 : 62500111 l Kemer,E<s: The Good 61..tys tenant; modification (uld L'amont' s store) Owner. ...-__-_____..___._._.________.____-_-_.__ ___.__ ____. __-___ I _..._.---.....---•--..._._._..__._. (HE LAFARO CO. type amot_tnt by date r-er. pt 35010 SOUTH MERIDIAN, 'iU1TE 155 PRMT $ 1745. 50 - 110/00/94 94 257554 PLCE; $ 1134. 58 - 10/06/94 94-207551 PUYALLUP WA 98373 FIRE- s 10/06/94 94-2 57554 Phone #: 2106-840--4349 5PCT $ 87. 28 JF 11/21/94 - Gontr-aCtor CAMCO CONSTRUCTION la` ACIA STREET, STE 200 r 1 L;clNlil HNA HE.IGHTC.) CA 92,707 --- -----_ .______._____--.---.---______--•--_-. _ Phone #: 714-250- -7001 3665. 56 TOTAL Reg #. . 1 102219 REQUIRED INSPLCTIONS This nerait is issued subject to the regulations contained 1n the Framing Insp ligard Muni;ipal Code, State of Ore. Specialty Codes and all other I n s k.t 1 at i on Insp i applicable laws. All work will be done in accirdance with Gyp Boa r-d Insp approved plans. This permit will expire i` work is not started SI_tsp Cei lrg Insp 1 within 188 days of issuance, or if work is suspended for more Reinforced conrr than 188 days. St rftct 1_tra l we 1 d i I Final Inspection I � Call for inspection — 639-4175 t P F i t _ ,Y I..•...• 'Ari f •y12; ♦h::' Vp 9 ti J .v Sr t I I ,I Ii•t11•.1� 111;1_t ,1' I ,.N I'ly!l,It I•!1 t , I i4'I I'•II.I, p':t/I r • ,t its,, I , I' t J•Ihilli.Jf~t f � 7 lr,, . /f�.t � I111ait FatJMtr�l ;. 1 ;Ilt11 ! ifill Jr_INI l•tt�.Mt1k-.F'ItIr1, 111' Ili .'� i1,ltF .LINd { 1 I'! , I ,1t•: t't1V1'tl h!r r•ih11.ItJIV i F--eta L, 1.'!Itil'L! �k UI J-'I-t y hit.N1 t ,;it n il•f I E',t I I 1 l u , l ; ,, I,, �`;t.;t+•. t J �;I ,. I1t111 1' t t ! t•I� � t 1 , I ,,; t 'I . �.t4t. vrVr ,..;( . 111 J 1 I I1 t�t t•' , �, •,'�, 1 II. (J, I F , I I rn 1,94 tiF.U. r I I f Fti I 11+ii11 IN 14 ,i 11, — j t- ;t.,•., }ill 1 � ilk mA r y� n: S I I 5. i ' � � , .�.`",�'r5`1e4�'�!' "'`"'�'"q�n•P1�' *� "�'d4�`0'+Wrl'���Il1F�P'"'�M'"417'�Nf� eM�tl�� w'���'''�. r H 7F ( f r CITY ®F TIGARD ' MECHANICAL. COMMUNITY DEVELOPMENT DEPARTMENT 13126 BW Hall Blvd.Tigard,tarpon 47223.6199 (603)630-4171 PE RM T T #. . . . . . . . 1%1EC9 4-0 .�66 DA'rE ISSUED: 11/x.:1/94 PARCEL.: 1 S 126VIC-01 100 SITE ADDRESS. . . 09009 SW HALL BLUE #S. 340 ZONING: G—G D SUBIV1S1UN. . . . . BLOCK. . . . . . . . . , LfJ T. . . . . . . . . . . . . . CLASS OF WORK. *ALT FLOOR TURN. . . , INAPT COOLERS: ` 'T'YPE OF USE'.. . . . :CUM UNIT HEATERS. . :3 VENT F=ANS. . . : � "ICCUPANCY GRP- sPw VENTS W/O AF='I"'L: VENT SYSTk`_115:3 � STUR IEc3. . . . . , . . s c BOILERS/COMPRESSORS HOODS. . . . . . . : FUEL YPES_________.._.___._ 0-3 HF'. . . . : DOMES. 1 NC I N: /VNS/ELE/ / 3•-15 FIP. . . , : C'UMML. I NC I N: MMX INPUT: LTU 1a-30 HP. . . . : RFPf)IR UNITS:4 F IRE_ DAMPEf2S?. . 30-50 HP. . . . : WOODSTOVES. . GAS C'RESSr. RE. :L.. 504. 1-4'P.. . . . CLO DRYERS. . NO. OF UNITS—_._.___..__._-_ AIR 14PNDL.IN6 UNITE. OTHER UNITS. ::; F=URN i 1 00K. PTU: < 10000 c•Fm : BAS OUTLl:_P ::3 F'URN >-100F< PTU. > .10000 CFM: ' f7emar•;ts - The C3vv� (;rays-- tena)t modification (old Lamont' 3 stare) � , Uwner,. FEES i 1"HE: CPFARO GO. type amount by d .,i;e res7:Fjt yy 3500 SOUTH MERIDIAN, SU1TL '55 PRM-r s 90. 0@ JF 11121/c,4 f I; Pl.-CF $ ='c'. 50 ._TF 1 1 /21 /94 PUYAL LUP tAIA 983;1"'. Sl'lwT � 4. 50 .TF 11/21 /94 is 206 -840- -4349 _._._._.____—_ L;nntl^actor: ARROW ML ChAN 1 CAL CONTRACTORS 10330 SW TUOLAT I N RD. ' TUHLAFIN OR 97062 Phone 4: 692-1565 117. 0.0 TOTAL. k;- r- Reg #. . : @5193 -- ---- REQUIRED INSPECTIONS, This permit is issued sub,;ect to the regulations contained it tie Gas Line Insp Tigard Muricipal Code, State of Ore. Specialty Lades and all other Dr.ict Inspection aoplicable laws. All work mill be done in accordance with F ir-e Damper- Insp ____• ________ approved plans. This permit will expire if work is not started Misc.. inspection __�� _ •_____ I within 168 days of issuance, or if work is suspended for more Final lnspertiorr e _ than 168 days. _ F t•v 1_rill fnl' 7J T!S; 6.:,9-`1 i I� N. i i, City of Tigard MECHANICAL PERMIT Pianck/Rec. # 13125 sw Hall Blvd. APPLICATION Permit #& =o R Tigard, OR 97223 (503) 639-4171 .,. u0scription Table 3A Mechanical Code _ OYY PRICE AMT Job 1) Permit Fee -0 -0 10.00 Address 2) Supplemental Permit 3.00 , Furnace BTU-- I 1) incl.ducts 8 vents 6.00 Furnace 100,000 BTU+ Owner ' �c r'y; 2) incl.ducts b vent:, 7.50 Floor umanoe FU o,)K ZR 3' .3 3) incl. vent 6.00 Suspended heatUir,wall heater r t/ 4) or floor mounted heater 3 6.00 �.r ■ PNmr— Vent not incl.in Occupant vr_< ' r 5) applianoe permit 3.00 epair of heating,re ng. 6) cooling,absorption unit d* 6.00 t3oiler or comp,heat pump,air cond. 7) to 3 HP absorp unit to 100K BTU 6.00 _9111.V — Boiler or comp.. pump,air cond. 8) 3-15 HP absorp unit to 500K BTU 11.00 Contractor or comp,,hheat pump,au Co 9) 15-30 HP absorp unit.5.1 mil BTU 15.00 Boiler or comp,heat pump,air cond. 10) 3050 HP absorp unit 1-1.75 mil BTU 22.50 hereby acknowledge a have_read is 6p`pF"_5off,_tfat the 13011W or comp,bear pump,air co . Infuhmation given is correct,that I am the ci%mer or autti xized agent 11) >50 HP absorp unit 1.75 mil BTU '31.50 i of the owner,that plans submitted are in compliance with State it handling unit to — laws,that I am registered with the Cons'ruction Contractor's Board, 12) 10,000 CFM 4.51 that the number given Is correct. (If exempt from State registration, it hanarg uW l please give reason below.) 13) 10,000 CTM+ 7.53 14) evaporate cooler 4.50 ent fan connected 15) to a single dud 3.00 anti addxh system not t 16) included in appliance permit 4.50 It.S Hood served 17) mechanical exhaust 4.50 Describe w new'U_. a dxxh U alteration ropcir U Commercialor mdustnal Il to be done residential O non residential O 18) type incinerator 30.00 x,s ng—use— i----- other i.e.,W 5 ve,wateryr building or property 19) heater,War,clothes dryers,etc. 3 4.50 Proposed use of 20) Gas piping one to four outlets 1 2.00 buildirg or property -- --- 21) More than 4-per outlet Type of fuel-oil O natural�as 10 LPG O electric 40 NOTICE-- — Minimum Fee$25.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 6%SURCHARGE ,5c, IS CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL AFTER WORK IS COMMENCED. — — TOTAL P7-00 Spacial Ccnditions Date issued_ by wwsCWW w.ch Id- �'"1TT7'If�7'fi'k?,wi-'.1•^�^`v4^�1.;17 I i w 1 November 15, 1994 CITY OF TIGARD OREGON Carlson Testing Company Inc. PO Box 23814 Tigard, OR 97^23 ■ Dear La,;ri O'Conner: The owner has notified us that he/she will retain your services to perform Special Inspections in ■ accordance with the provisions of the State Building Code, permit documents, and special inspection requirements. The owner or the owner!;agent must also confirm with you that they have authorized you to do the special Inspection work. As the regulatory agency, the City requires that you do we following: t 1. Submit copies of all inspection reports promptly to the Building Division, architect, erigireer, and the contractor. 2. Wi untain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of work that you inspect. (Sec I U.B.C. 7015 for soils special inspection final report requirements). I If you fail to comply with the aoove requirements, there may be cause for the City to revoke yoUr authority as special inspector for this job. Should you have any questions, please call the Building Division at (5:3) 6?94171. t PERMIT NO: Bup94-0318 OWNER: The Gcod Guysl PROJECT ADDRESS: 9009 SW Hall Blvd. PROJECT DESCRIPTION: Interior work for new retail tenant TYPES OF SPECIAL INSPECTION. Reinforced concrete qnd wedding Sincerely, Mark Burrows 9uilding Division c: nwm.l e c 13125 SW Hall Elvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 — d ` +K"W'Y�IVI�dW�tWii rRt ekLo ,:;:p;,i' ru•R¢.'rYta}y..,.. .. .,,a. i S' 6 r •• 'y�V� �1N1a5` 1 i 1 Q i No%ember 24 , 1994 CITY OF TIGARD OREGON Jerry Johannerssen Architecture and Planning , 835 5th Avenue San Rafael. , CA 94901 Project : The Good Guys- Plan Check #10-15C ' 9009 SW Hall Boulevard Subject : Modification to Sections 3304 (c) and (h) (1991 UBC with Oregon Amendments) i The purpose of this letter is to address the concern of installing a roll-up grille (door 7) across the entire main entrance and storefront which is located on the interior side of the main exit doors . The first sentence of Section 3304 (c) states , "Exit doors shall be openable from the insidi without the use of a key or any special knowledge or effort' . In addition, the first sentence in Section 3304 (h) says , -7evolving, sliding and overhead doors shall. not be used as requir d exits . " Finally, the building code does not allow (per the exceptions) overhead doors for your particular application and use of the roll-up grille . howe`,er, pursuant to your request dated November 7 , 1994 , the City of `Tigard will grant a modification (Section 106 ) of the applicable cede Sections to allow the roll-up grille to remain as proposed, subject to the fallowing: 1 . Corridors 1.20 and 106 which lead to Stair 1 and corridor 117 which leads to Stair 2 shall be unobstructed and remain clear for exiting purposes at. all times . 2 . The roll-up grille will remain open during business hours , and while any employees remain in the store . The grille will be closed only after the last employee has left the store . Therefore, when the grille is closed there will be no customers or employees in the stare . 3 . The roll-up grille will not be used when the entry 13125 SW Hall Blvd„ Tigard, OR 97213 (503) 639-4171 TDD (503) 684-2772 '. ....__,. .;:,,..« ,,.,...•..xn.�uwra�wre .•,..,. .._ .,.,,,,mak r t � . ... �. 7 '.7^7777 ":r9AC,,YrNi+N doors are required for exiting. 4 . During non-business hours, the roll-up grille can be opened from the inside to a minimum of 7' -0" in height by pulling an Emergency Earess Lever which complies with Section 3304 (c) . 5 . An Emergency Egress Lever mounted on the exterior side of the door with a lockable cover box keyed for the Fire Department to access in the building in case of an emergency. I 6 . A readily visible, durable sign on or adjacent to the main entrance stating, "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" in compliance with Section 3304 (c) exception, shall be installed. s If you have any questions or concerns , please do not hesitate to call . Sincerely, Mark Burrows Plans Examiner FAX (503 ) 684-7297 pc : George Steele Building Inspector mb/modlf.doc Y ow M 2N l�L't. l y_ II e 1. x .. r . " Carlson Testing, Inc. eonstructfion Inspection &Related Tests Geotechnical C..rmsulting 3EPORTOF6X12 CONCRETE TEST SPECIMENS P.O.Box 23814 ASTM C'72/Cl231/C31/C39/ClO64/Cl43 — _i � ='(503)684-3460 Test Methods: - - — Phone(503)684-3460 i FAX#684-0954 J I 11/11-- 94 94-1321 Date Molded: - -- . 19---- Job No. - Permit No: ----- i Client. _ CRITERION EQUITIES--,------ Project: QUITIES ___Project: _ HAMPTON PARK APARTMENTS Address: T I GARD OR --- —� Contractor: MEGA PAC?nF I C f _._-__-.Sub Contractor: ----�- --- -- -- � Concrete Supplier. _.ROSS ISLAND SAND & GRAVEL ruck No. -___-Ticket - T _Ticket No. ('8089- . G . LEEPER Yds. _ /9 _-Load No.';�— Cast By: ___._-_ -_ ---Cu. -- RAINY 52 30 Weather: --- ----- - -Temp.Hlgh: _ Temp.Low: - WALLS Location of Placement: — - — -- - — --- -- _._______. -_ _.___Test Time: 935_-_. __.._- ._Concrete Temp: 63 3500 28 4 1/2" I Strength Requirement: - - -.. __ ____-_-__ _.- PSI ® ---days Slump ___.___-_.- Cement Type 371OB 3/4" Mix No./No.Sacks - ------ Air Content --- -- - -- — Max.Aggregate — --- ----- Admix.Amount: - __-_--Brand: --___._ ___. Admix.Amount: - __Brand: Set Teat® Register Date Date Total AUnit Repport Tested No. Days _Number Rec'd- Test Load Area PSI By 7 8574 11/14 11/1 86,517 28.30 3060 18 JB 28 8574 11/14 12/0 120,820 28.28 4270 25 JB 28 8574 11/14 12/09 _1"22,100 _ 28.28 _ 4320 u.25 __JB__ HOLD 8574 11/14 28 _-____---- 12 09 -- -- 1231670_- _--28-.28----- 4370 Remarks: cc:MEGA PACIFIC _ T'T`Y- -fi��-A�[5--- ------ - --- --- - - -- - ----- -- - - OF PAUL FRANKS ARCHITCCT , I information contained herein is not to be reproduced,except In full,without prior authorization from th's office. a : .r'�rt ' *' ,�•� W r. .'.r.•, _,... ... ,r :a,.. J .,. t k 4 .'frXWl ..fir " ;,:`.' .�. 1 1 �� ��REQ tc���Ifil�„� f r ir t.`•-i _ / �t r f: 4 • O L - r- r �" be 9 ; 1 8 >, r2 A d a i2 4 b � ., Es a vim 3c r- - e a+ A 0 z cn co FFFTTT > U 0 9 O rho ~ � a ;a lu qq z ►: � •wo� •ol' �L 1 f ti 11 0T-9 t 09:18 -0503 684 7291 CITY OF TIvaRD 11001 '001 110V 03 19d W:27PM PIONEER DOOR INC P.1/1 F PIONEER DOOR INCS Gverheod Door Systems 2303 196th St. T.W., Suh F,' a Lynnwood, WA 98o36 (206) 771.2939 • FAX (206) 771.9203 'r Date 11-3--94 e To: City of Tigard, Or. i Attnt Mark Barrows Re: Good Guys Store Tigard, or. As per phone conversation Nreember 3, reguairding Rolling Grille at storm front en',rance. Pioneer Door Inc. proposes to act:tvate rolling grille to a nein of 7 feet, when Emergency Egress Lnver is pulled. A1.90 to � ! have additional Emergency Egress Lever mounted an exterior ' side of door with lockable cover box keyed for Tire Department to access building in case of emerge.ncy. t Approved by s_ � Dates +d� Sind Lance Tennison Project Manager Post-IV Fax Note 7971 o,ta -7- pe0614 To r'✓ p From /.�dyk �VY�LttS CO.'Oeptt. Co CrQ .,. PhhM k Phone if Fix N ax N ✓ 1 t !1w em, t w def ' r +wsN,qua,�.,,w.".rtauaass��rn,vrri:�a ..r,.xn�+rivuJ,t�..rrM.>ti:.:'„✓mw;tarrdW"18S3Mt'•Etk7'.�*'L�`.r�v!3.'�:«'��. � l" r t k µ• L. w 1 " r i Ptan Review* 10-15C Date 31 October 1994 CITY OF TIGARD ' OREGON I , i Structural Special Inspections , The owner or architect or engineer of record shall complete Parts B&D of this form and then return it to the Building Division � for approval mor to issuance of a building permit. (Please note that a separate soils special inspection form may be required and additional spicial inspections may be required for contractor design items.) ProlwA Address: 9009 S.W. Ha 1.1 Sou lPvard Project Name: the good nuys! Architectof Record (Firm): Architecture & Planning Phone No: (415) 453-4454 Engineer ofRecord (Firm): Zucco Associates phone No• (707) 526-0992 The following special inspectlons and strue-tural observations shall be performed according to the State Building Code and the City of Tigard's Municipal Code Chapter 14.06.010- 14.06.040 unless a schedule of inspections is submitted by the Engineer of Record and approved by the Building Division. A. Reinforced Concrete for slab above g i ade . ❑ Prestressed Concrete ❑ Structural Steel ❑ Structural Masonry, Pm n $ Welding ❑ Fireproofing ❑ Other B. Indicate the special inspector or approved testing agency to pe.form the special inspections noted in Part P. above, including addresses and phone numbers. Submit names, qualifications and certifications of the special inspectors assigned to the project. The special inspector or inspection agency shall submit a final signed report to the Building Division stating that all items requiring special inspection and testing were fulfilled and reported and,to the best of his/her knowledge, in conformance with the approved design drawings, specifications, approved change orders and the applicable workmansnip provisions of the U.B.C. (see U.B.C.7015 for soils special inspection final report requirements). Items nat iii ainformanci3; unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, t periodic inspections when continuous was required, etc.) shall be specifically itemized in this report. To be established. ��'Q✓��;Jy� �t-r1 t {> 1'i'- C. ❑ itructural Site Observation by Engineer of Record D. The owner hereby green to employ tha spec al inspector, approved testing agency and/or engineer for the above-noted apecial inspections ,nd/or structural observation. Sionature of Owner Print Name Roman Starno Phone No. (4 15) 6 15—5000 rirm t:h( good guys! Date 31 October 1994 Structural Plans Examiner signature +asiee. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 63Q-4171 TDD (503) 684-2772 -- z� � . Jill wb: MEMO 1212 Fourth St., Suite t L U O 1,: Y A 0 !M T Santa Rosa,CA 95404 w ii A s a c i A T c a Voice: (707)526-0992 17A XIM EMWEM Fax: (707)526-0217 Date: October 28, 1994 �� M 1 t To:Mark Burrows Subject: Good Guys Remodel Y City of Tigard i I Responses to structural plan check comments follow: hem 1. Beam size is A24 x 76 as you surmised.See revised calculation sheet E 2. Item 2. See revised calculation sheet E 2.The optional beam size was modified to W21 x 50 to conform with the comment.See also the floor framing plan. Please call if there are any questions. i UAW. i I I i [ ] Please Reply ZUUCCO FAGENT ASSOC",TES SIGNED: I /.t [ )No Reply Necessary 4 re.ZlaorW i AaaocWe -I t h. x. MALL Ml9Rsx kr Ii October 17, 1994 R 0CT201994 Jerry Johannessen Architecture & Planning CITY OF T1GARD Architecture and Planning OREGON 835 5th Avenue + San Rafael, CA 94901 Project : The Good Guys- Plan Check #10-15C j 9009 SW Hall Boulevard i Subject : Building Plan Review (1991 UBC with Oregon Amendmenti) The plans for this project were reviewed for conformity with 1 applicable codes . Plea-,e submiL: the following itains for complat�on of the plan review process at your earliest convenience : prwpJIotD p-r-, 6 Table 5-E requires drinking fountains on each floor. One �► ,orLrLi OM , water: fountain shall be accessible complying with Section i. i IJeA:T To MF��S "~� 3109 (1) , and at least one fountain shall be mounted at a SEE ${+Tit "%'; A13 standard height (section 3108 (d) ) Please submit an i elevation, detail for the drinking fountains . Open guardrails shall have intermediate rails or. an ornamental pattern such that a sphere 4 inches in diameter cannot pass through. (section 1712 (a) ) . 3� Please complete the attached special inspection form and 1• return to the Building Division. P Ste" '4- 4 : Submit a typical detail for on-site curb ramps for pErP� review. A sign shall be posted for each accessible parking space . I St✓E: S�tT' 4 The sign shall be clearly visible to a person parking in NO►S ; nal i Sri the space and marked with the international syrmbol of accessibility; indicate that the spaces are resNr.-ved for persons with disabled person parking permits; and be designed to standards adopted by the Oregon Transportation Commission (section 3104 (h) l) One accessible parking space shall be designated van " VAS" accessible (Table '31A, footnote) . Van accessible parking spaces shall have an adjacent access aisle on the passenger side of the vehicle not Pvp,Nrr'WOM Sin less than 96 inches wide (section 3104 (g) 2B) . Controls, operating mechanisms and hardware, including S6E ST• a' I r" switches that control lighting and ventilation and NDrTf,"'2S electrical convenience outlets, in accessible spaces, 6EN• uv_T4CrS along accessible routes, or as parts of accessible + 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TOD (5C-') 684-2772 —---- r elements shall comply with Section 3105 (c) . SSE SST P3 The minimum corridor width shall he determi.nea as c aafL,oca lspecified in Section 3303 (b) , but shall not be .less than 44 inches (section 3305 (b) ) See the section of corridor at gridlines A/B and c;/6 (corridor 106) . SeE� SM'CDoor 22 to be a 20 e: fire-rated assembly (section � lcxE 69 3305 (h) 1) . SEE SMT VI (��i�" Exit doors small be openable from the inside without the D wo�CS �' `�.. use of a key or any special Knowledge or effort (section AN't) SH'(, q•7 "W G: 3304 (c) ) . Overhead doors shall not be used as required f-OW, -uY GIP"E-R� exits (section 3304 (h) ) . Door 7 (overhead coiling door) AAMiA1. Sp Et at entry 113 is p.rohihited- qS Lcx�TL D �'`r SNt Al FI�-r F14-R sk?CM2 Duct penetrations through fi SimF0 corridor walls and Fo ceilings to have fire dampers (section 4306 (j ) 5) The following structural conc_rns are noted: What is the ream size for beam 1 on sheet E2 of the S1��r� v. '' calcs? Was the W24 X 76 beam on sheet S4 intended to be Sal j ��!a� used as beam 1? Page E2 of the calcs indicates beam 2 to be a W18 X 50 . Sheet S4 of the plans shows a W21 X 44 . The section module For a W21 X 44 is 81 . 6 compared to 88 . 9 for a W18 } X 50 . Please clarify. Please make these corrections on the appropriate pages of the drawings and resubmit. 3 copies of each page to the City of Tigard for review. 1 Thisp lan review does not include electrical or plumbing plan ! reviews . Electrical concerns can be directed to Washington County � + at 640-3470 and plumbing concerns to Mike Sheehan at the City of Tigard, 639.•4171 x312 . If you have aIil/ questions or concerns, please do not hesitate to call . Sincerely, Q Mark Burrows mi563 ria Fx3 ,rna FAX (503) 684-7297 EXT. 131 2< S r W , Haw T-1 on. mb/pcolo-is.aoc i f M -r CITY OF TIGARD , COMMUNITY DEVELOPMENT DEPARTMENT BUILDING f-'CRM i T 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)639.4171 F'ER11 I T #. . . . . . . : SUP94--031 e DATE ISSUED: 10/13/94 69•--4 171 PARCEL: 1S1260C- 01100 : [clrsa+�«,mw,ro�yx+�vs, .. ,:,„.•,�•:.yk.+�z*v�,::,���t+ra�aranwrFw�wd6tdd(9#b�ti'. Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 ✓ v II 1 D Vx (503) 639-4171 Jobslte Address: 9009 SW Hall Blvd. Ti and OR aV111�Vafit) 7.rg Ya3 .u2iFoT ' ' Tenant: the good guys!_ Suiten N y �- ie•-IO - ti.�'p i Yc,c Z < J 4 YY ■ valuation: '"'L_ 1 v, ft, < PermttAk �;NFj Owner: The Cafaro Co. � � Y, } ■ Y Address: X500 South Meridian Suite 755 :. Puyallup, WA 98373 Phone: (206) 840-4349 F� r Y .Ottte � fli° �. �pwiiR'n�b "'•f did 9';. ,��" fs'yrt&... contractor: Camco Construction Address: 20250 Acacia Street, Suite 200 Building Type V-N Santa Ana Heights, CA 92707 P Lo"I Typeoftonst: cr,merr-ialIRatan ; - �ab -�'t(4-'�11') Occupancy dass.a2 �, g�� Parking leve Phone (714) 250-3001_ Uktoo �C)t kens er i ica a Sprinklered? Yes No contrs _:ceruie #10.2219 forthcoming) �(attacrt copy or current Oregon IkenseJ Sq. ft. of project: 51,000 sq. ft. Story (1st, 2nd, etc:.)Parkj,nQ T.eve1_. 1st &2r Architect/Engineer: Architecture & Planning Proposed use: cr,TR;;-r ialI ail Address: 835 5th Avenue, Previous use: Commercial/Retail San Rafael , CA 94901 Note: Plumbing & mechanical plans must be submitted at time of hone: (415) 453-4454 3tL� 'Aori,nvmeh building permit application. COMMENTS: (415) 453-4454 applicant Signaftre & Phone number Received by: _ Date Received: i ' ... fie_V'r In n•. 'yyrti/Wyle' 4X11rc.0 -,(r .i.-..1[w •'�4.n.i. '..':.' ., .,. . .. ' Permit S Account, Description Amount Amt. Pd. Ball. Due Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) -- j State Tax (TAX) Bldg. Plumb: �— Meeh: ■ Plan Check (PLANCK) -- Bldg: Plumb: _ Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) --- Parks Dev Charge (PKSDC) _ — Storm Drainage Chg (SDSUC) - Residential TIF (TIF-R) — ------ Mass Transit TIF (TIF-MT) r Commercial TIF (TIF-C) _ Industrial TIF (TIF-!) _ Institutional TIF (TIF-IS) ----- Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) _ Fire Life Safety (FLS) - Erosion Cntd Permit (ERPRMT) Erosion PlancIJUSA (ERPLAN) Erosion Planck/COT (EROSN) iI �r J TOTALS: �� r' Lam_ =�• K) Commercial Building Permit Application City of Tigard 13125 SW Nall Blvd Tigard, OR 9722.3 (503) 639-4171 Jobsite Address: 9009 SW Hall Blvd. , Tigard, ONice tlse Only r y� � � Tenant: _ the good guys ! Su.te # [ ) Plandc/Rec# Valuation: Permit Owner: The Cafaro Co. Map g TL# Address. 3500 South Meridian, Suit, 755 Puyallup, VIA 983%3 Ptannui 9_ �# Phone: (206) 840•-4349 Engineering f i Other k) "oWactor: Camco Construction Address: 20250 Acacia. Street, Suite 200 Building Type V-N Type of const: CnmmF rr i a' /Rai a i1 Santa Ana heights, CA 92707 Occupancy class:a2 K Rl of narking leve Phone: (71.4 ) 250-3001 License Certiticate Sprinklered? Yes �'^ Contractor's License # 102219 forthcoming) _ (attach copy of current Oregon license) Sq. ft. of project: 51 , 000 sc�, f t . Story (1st, 2nd, etc.) Parking t,evel. lst &2nd Architect/Engineer: Architecture & Planning Proposed use: (-nmmPr . i ,1 /Retai 1 y' Address: 835 5th Avenue Previous use: commercial/Retail San Rafael , CA 94901 Note: Plumbing & mechanical plans must be submitted at time of t 1415) 453-4454 I -Phone: _! J t'r r n n pf.5 Py`. building permit.application. COMMENTS: l / /�------�_ (415) 4.3-4954 ,pplicant SignatLIre & Phone number =leceived by: __ Date Received: L __J Permit# Account Description Amount Amt. Pd. I. Due qy-031S Bldg. Permit (BUILD) Piumb. Permit (PLUMB) _ Mach. Permit (MECH) State T,Y (TAX) Bldg: E Plumb: Mech: ' Plan Check (PLANCK) L e " p:Jg: Plumb: I Mech: _ Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) i Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) _ Mass Transit TIF (TIF-1`07) Commercial TIF (TIF-C) _ Industrial TIF (T!F !) i Institutional Tl (TIF-IS) I Office TIF (TIF-O) Water Quality (WQUAL) e Water Quantity (WQUANT) +-r - Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) _ Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS: �� \ �` (,' /�1. 1� 7 i wmg '1r y L 1.1_> 1 11 , ��• NAM1: A ICH FT E CTU'RE: r Fl 1."�f�a��A1C: y ,.: 94 PDD RE FIF-TH AVL a t=i�{C�iJ?v'; =4a i- �'ur{�.,'? iE 11f= t'faYMEN'I f;{�!!16_.'i•!'i {_;tib; [7 16(,. 8'-,) PUILI ING PE-RM 7 701 1121 F x x !..IFC:. SAF LY {-`LAN CK THE C01CI1 !: .7`!f. 1 'G'DTfai._ `;7 -Fa l is k ACCumIM,(( tSewer Tally Address: 201 �'n This PLM#: Fixture Value Previous # Credits Fixtures added k' New total #s New total value; Capped off #s Baptistry/Font 4 Bath - Tub/Shower 4 p - Jacuz/Whpl 4 —� Cuspidor/Water Asp 1 Dishwasher - Commer 4 i - Domest 2 Drinking Fountain 1 I Floor Drain - 2 inch � 4 2 1 3 inch 5 — 1 4 inch u _ Csrbage Disposal 16 iDom !to 3/4 HPI Comm (to 5 HP) 3^ i Ind (over 5 HP) 48 j oil Sep (Gas Sta) 6 Shouter - Gang 1 - Stall 2 (, dd � Sink Bar + L 2. `� v 2 U i Bradley 5 Commercial 3 Service 3 Washer, Clothes 5 Water Ext 6 _ Water Closet I 6 Urinal _ 8 i TOTALS__ Total fixture values: divided by 16 = EDU HISTORY PLM# EDU# SWR# DLM# EDU# SWR# PLM# C I EDU# SWr,# PLM# EDU# SWR# PLM# EDU# SWR#Gfq - t)L4 U PI-M# EDU# SWR# — PLM# EDU# SWR# I PLM# EDU# SWR# t . .................. Il