The URL can be used to link to this page

10855 SW CASCADE AVENUE-1 A (2) 2x4 341. 53/,q° e7 a . I/4 cb M� �"' y� OWN" II R oco Y Q k All, Va. K / ' 'Vol G K ` 4 q�� Z Irv, "Ik r.+, 5TA i� ; -` I TENANT ALTERATIONS TO: 40 Wc _� ;� WAREHOUSE FLOORS MGN oo 9x�oo/i6 T,3,Poi>T \ PRir.18 PaiKiT - ' � W b _7 �PltGIP�;GO�TIDNS , �NEi�At. �•1c7TE5 • .--- � �� Z Co. vJAL1, V �I' ' �Irvl4h4 FLGt l� utvl~ F-17 11 - - oc- i.5A►L✓AGE � 1-E U`aE ALL,'A-1.`�TOFzEFIZONT zAMI►�.GA. ALU►�I. I i 1 lI <,r0K&FW-CN r�c� i�� T zC�I�c�rvT dvLA.ZINCCO gc•4" �wly� oOrj�t A5Tt�1 G diel g �1 ME't'Ai.9'T�t C2�EAS �d IG• o� r :L J Gi�17GHT �/ NON SHR ti�"• 2,A-�?M G 6 d}g '2� OA rIAT CHAIN EL-SL Iri"CJG OFfx ICE �c _ �oNGlyr T� �la.ct� I N5 UL.A'f IDN: *'x,51 ( ) - . AGUV�aTI��.L IaSUI�AION : UNt=.cop P10 EiZGLA�.. (vC>151a / GOLL'MN• \- �- `' V♦ GOPI, ,le►z �eTN f, ►�42 FIAL �iC-OHT WALL. 0,&4w_ICIZ C41--r5 3 .427 T4CK N1 MI• r r 1 \_ a / PU0121 NO c ...{ �'LL151-► Wvc�ra �oR� f -7?`'V IE � rfzA_11'2,� (PETERIL5 0 PA12--lAL NEI �+T WALL I.ft'1=FIT v9P,MAC 41N60 UNPII`0"vwI<V F'A2TIGLC- OIC &,.tJE Wcx�r� �►� � - O p Y;K 1,v11=E v�l/ r�IZEMI UM d!ZAD� RvTA►:`( SI.IG®D �I�•N RAc%E �� , , IL m VaNNc_c� -13/a� THICK - NATL)�'AL I=INlSN I y I YIEf� ��, »may,Q ¢I-Z�t�l Q I I�I NSM �N TI�D�NG F�A,M I NCS 3 - //�� f �"i'�-� _ A,•L _.,o W N E !� TRP b ''4?O' 13/4 X 41/,gI' Ofd V G UA 1. 7r' MATGI.1 � `8' :1L_u-LA-'j -��I I EX15'TINIO , GLwAot Ai JOVIZGc7 104- !zj F Nilo-H. \\ �~ � oD I - 3 z Mr:TAt , r- + I' , If •Ir�t1Q ALL)W N1UM 6NJ1WAN DG10ZS q , I I el-IM,c _ I. KAWNIMOC IIID \,Akl�^v\l `-M rz olz F.�UA1_ TC MA7GH V15T'N6. • \ 1 'WI!g �L '°g' CL*AiM ANODIZED 1 ! RI 1= ISH +51/� IM AL�y-',JDFj ' 1 \ ,L v,9 S1 N L• �` a` �1 OG .1 tin I l - fi RuN iE�r.rtULLIO ,S isUL r1T, 'Tb TOT-6r-o G Inc° t- C 2.9 N F �1 ��>✓t_ Tom C_,-4A WV4F.L �4HIc.H PAINTlN6= i \ APFI O Nt5l. I/¢lrv� a� CY I,BIE�T QUaLITY �F �oLLp�11Nc� ��'ANcas �I�L61�� Pvc�A, / • E+AwIDE: - PA �TCNo 3ar,E� �,-l� W Srrsdur� SH�E.FzW uJILLlh Mb- u -IM �M�bo �4aM, 19 1 %T ' , 11� 1 II f -- IraSULATION ? 5GFFIGM TE'tOr- HOLLOW NAM-MAL rRG,1�1Es7 F OTHER ) \ . .I .1 I I +EDULP� F�INISHdS oJWp �' AATSEME =' AGZYL.IG LATEX `NANtEL /� \ 1 I-r- V1= �f"fIQN GHANNIS�L. �A / \`� ,�, / 1 -7 • I -- j 501.1 b 1'J LD<,K 11J1� rJ TEF710la G Ail 2 ONE GdAT IIMEFz �EPI_Epz �'/2"qcMi� om T -1 A ' TE tATiN ENANIGL / / \\ :t: ulJbo To A� r iE'fAL i%.D��f: UNE �I� GOA I,OW SI EEN .IZY LI A X a % �`� r , IgN d��ney;? \r stp foo I� SIAL-r ��, r VJ� -t A.N1 T \ PLUG-til LIQ " ec--a o Iz wa L-L- =' -1. - N-- - S- �� 614 A v 1`5 r �,'��^' j F r 21,50 .� =T GGAZC7 I � U PAIN.-r 40 r�, I:: i•IEI�C�G%1.�� \� 31�.Z iM?.. �TJD9 NO `'P``�� I -'G �?AI L-ON LY �1w- N�µb I/Q"G`/ � roles SroaEFRCAo�r;� 'uIN - v R�V15 -tis G - �'>=�= NF; •�'J �, \ F£XI40 S iIJ�bNP 5, ek.; rs celuN6, 7 446 i r,1�0U1.hrDN' -60 CEIUNC7- ctc �N WAU.. GU? As�LND i �,�,,n21a� vvl�eFr +► DRAM N65oU✓AbP. \ / I IJ I� S ��N T I I n • I - •-,.- - o.I•F�� f�'n. � - - A L �Y�� •- �x15-r�tic �� `, J J G Wteui _TD Tg,G .'roo �.15 THIC.KNE-�� NSM ER5�5 IEfi;Gc�:� r4'i��jj' x4� � \ Fi' A=oUN� -+c�:7, MUI.I�IUNS �for�EFr�oNT �' �/ , :. t l _ SEALANT (ct-�.AI•-) � qC �i�n Gr6�laR D•NOD. F1�ME I _-- --'._ - = -- -� •-- / ��t REMOVE =x1•�flNd UTLS r f - ►---r-I r \d 1 T - - I I I / \�, i � . (2� �b'rOREiFtoN'f ♦ l / F MULLIOAPJAGst,4T'Fr 1r-4 1'JH - k b � GA� "T�2�MJLUIINI I "x 412-11� J �3ES � - n Q IWF IL T MATCH. �I�l- scuNo P. G'.AFf _ l�_l SRAME WA D_1�5&*E VI 1 - •� ,y�Vjo METAV , 6-r0r - 001M whrT •l,�1nAPIT t ��ALAfvT r!GLE,Aoj - !N.�tD! � �� ,/' '� FiNIth W1 '/4''bYI'NC7 :A.L 1 �. TYPE 'A TYPE '51ol; -vbot t-r QI"JJ1 Y,G, }3 I',V. F+IR -5'i'A I N Z T-� , �oLUr�NwAt_L_ C �Toles�=r`10 T 4PLAN �c=Tina - 4c� �To►�>� _I�r �>_�.u,��TIoIJ _ `� q �1 J - I RE^Io�E EX1��7 � � M Icrk-zEw�AT� 1Y -• �11�+�1� 4-4 �� I FI I_t W/ /4" GLE4R Ill ` - -� i` i 7 - -- -- _ ---- ----- -- - EXISfIr�^I`p:�iA kE�IAIrJ \�\ I W,Ii��t�T�•� U AW M *eon�t --- - - -- --- ANIS►, F - -- _ _ - - --------- N ION AILS ,�tomBMa�N1 �R = �I` A ff l ♦+�': M r � IL \ PHONE 649 1 ' drl,r►�Irki 1 I A/ Il' ':JIvl NN LLY�.rlAl, 11 -.15L FANS EXA'.1ND R.vl�lNe7_7 FIN. C. (9 - Aoiv 2G _' 17 6� EC,. 1N R. TErJ�.tiT Ir I EXISTIN(s T,601L,60 , C _-___ F ti, \.HIJ Ft:A.,IN.sCC' RELC;ATC-D MAIL,�,UOT-- I --hELLL'ATtmt�MAL-SLO-r ' C VE}: I . Bw DNIG C 0,LAZI NCO 1GC1'a0JL.E Ex15?It.IDGI.A� - N AhJ�- - N Iz Tl-1T L C /Ar(c -7r\J i�^'t1 '�4'L�I •Lce•T I T� f-- Ia' 53C.K 1LMr�shllfD / /�li _� _�-- p=, I_ II I TG � � EXIS•I-I NIG LIdiH-r ,FI}cTUr'cES ki cfI! 0 -;'o h 4 1 - - �TAILtS - rIT ��A►G6 4WIGIF LI&i-iT5 / P5H v DJ'L-LX oUTL.E .5l 5PQF• Nh�EAW?EWALL) A'S 154jwkj 0Wt HT DLp1NMATIK FIN14H LAL'61 �ATI�'L FINI'b!� AW M s��yvw R6NtAV-K�+ IN) OFIow g _- 3,PKvVIe ONe 22o v %UTLET oN chaT11Jd WA LL. o �f 6,;* TiN� N 411GGs A5 SHCW I 4-d -d ALI.`M AN^>', ✓A•"TGM +>'LUM. AIJOD, ,�I 2 fAos v�v�i,Tgp ---- ---- - i !2 - - 4 I'wOMI is �tJ r6&x OVT'_Er5 AT N lb\► D6►.1151 N6 w4L L- r 12r- cyI l WavD FII.1.F.1� onl d J I Acs 5i-IowIJ ) r Orr I q Fi�iLvv[+�IrY yHo HOLLOW MrTAL ti'%AME 2 3.4: 8-71 i AWA. ANov 1'a reM A�uM, ANoD �I / 2 5 �n'I TGH =ac�NT �I.N of .I�HT ate. ENI ro �""�z� c rrT� p�L 51DR 9' �J D •O'� .1%[011 I' 1 UD�� ?rNa� �)(IT TEL` +ti7rL iZl"!y SIGH Ttom, - -- �° t�o�ctavRs te•�XIT ,�Id'HT T r� To HAI„L.W4`(A �R- cc-'c�L Drawn By CMcA.de� __- . Tl�h.i 4 N T E ' r'I&II / - 4 c �''cll 7=0" '�l4'6cma v NAP.�AI. _-- RM, ENAMEL ®/ /i I ,21i cam. - xl I�� L1.�MoLp ON �vESr WALE To 1�•CrMl4N 21FAVI L % GUF'LEX a;TLES Ar NEVJ ��Mlrjll�lb W MDwE VrAdA r�• ONE •&-OOP 10&'( IoM DuTL•ET'S dJ Tt.IJANT'Z51cfe j - � /' _--_- xF IfN1.r_FoI.-u, F.L-.L-e±.nn- - -�-I•��s�r s - _a - M.M. V:KAJ'1/ , _ -' _3 -0 _m .+- I �-__ ,II H5-.tGL?, I-o' T-o 1�/�I - - r �"r`fpt --- -J" C -�A5.A5VNHI Al.D. VJTI✓`O?U T�/ I ems,5rJLCW�' F�.� F7f�n r� r - - • e Qj 1 'Go./» s' cvVAND(�nAL �NEAMLL /I I/i �Z lo GOpE � DiShwwN IN �PPGFLr UQ l FR �L, wooTNM...-_ �- � , � s _ -.� - TYs9E I '• - �-�� )� ,tiN�I�E sr�w�I -r�eJa►J T �.a�l �� . LA\4Ws CE �4-1012GD4Jhx4'Z /IDE 'rHl!IKPIOh?'b►"1 (SYI.1l si..(rT) II Il �` - ON NEW Pr-- I INN* wALI.- -5TAc-"F1 dr�E airio I�MY. !X'UNT�'4b -~ \ / ^i- 15C iOGICmSt r HLA✓� t753PD-F'L _, /I vIrl+PYA I I�� - C Gehl.: S LA6 d -1-ft-4, WALL J -'I�- ---�-_ x i0 oe 5eE 4A�I � I eA C.LoSt=� �, •N, 4017 a� /,�r �a.AaJu�T ex !;'rAId u014*f XTU I!'.v IN o��lct� 7 To 1x11 51�A. .� Tp•ll. s CePi,_ s I V 6.11,x.L..+C I.�/ret'c�s� � - / G LCs.AI� LOA C.l� � ll" IAT Sir•TILArt I,4J1 + t IEA yJALLSrJr° N B NFh 4072 x+3217 "�' �bWITGH ,,IGMT'S 56PAIRA L�{ _. _. - •- - -- J J r INT1w*w4, WALL Wills 2 �� I��J W� 4w;,K4 3 t:A 71NC 5 GLYNN- SOK p- "•` - -� Or.GUIa i 3 v .WHN�ON ANoD +1��.,.�fsr� /� � eh..t Wo. ? -- F�LI� E�E�/ATION ,.ode- TION o - T ? �� a tsYc"K r- 1a DI:, �Y� Kj.2" -siwu w ro olo -118 ►V�►I aae� PLa � ` APPROVED FOR colvsrRucTlo 8ry �/�'( I.IIDTM PAR 0X pV ft J -� �4'' �t6`l c�:t 6) CITY OF 1 iGf•,IRD WALL rHIGKNLS` FU �LJ�z'NCs PEi;.,tl r C�. SITE ADGRE?Sh�cr _4f p7 / P �aM�tNfrON F�LU�IiGWtI>wtBA�?�Nb 7 �TO►2��c�l 1" �� La�• `/ �j r�oCJl� I-��A�' J A I�1� °1 reaL.I' rw H�Ar; - JAgP-5 - `21 LL 1, NtJ�I!�` eY i ITL E _ DAT[. x.� of -- ..._.: --- .._._.,......._..,.�rin.M,aa..y,�r..A.. .. .., .«._ •. ...._, �. ... _. ' ' 1 r { , III Ilill/1 i1111ji 111�jr 1111ti11 1(111 11111(1 111 11(1 II '1(111 11r�11 1111111 111(1111t111�1 III(111111111111111111111111111111111111►111111 1111(11111111111111111111111111 1 o I� 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTW6 IT IS BUE TO THF QUALITY OF THE ORIGINAL ---- - - ---- ----- - DRAWING. of oz 92 L2 9 1I2 S2 tr2 E12 22 12 oz 61 HI o 91 41 bIl EI ZI 11 E �IIIIIIIIuUInu1u11111uluuluu1u11111n11111111N1puluulatmnd1u1N1u1tdllH111fU1N1(�Nttlllllllh�Ilti',tfflltN111111IMII�IMIIHIif111iIMI1111111HUIIII�IN111111111111111i� UIIIIIIIIIIhIi1i1111111111tIIWl1>111U1111lIJlllllltlllllllWIIIIII APRIL 20 19921. _ . TENANT ALTERATIONS TO : WAREHOUSE FLOORS --------- \ 4 MEN V • 51PgG1Ir►GATIONS �rzAMIN +•5A+'•/AGS 1215 V" ALUM.�aTOFzEP WON-r RAMII ALU►.I. G I•A5?M G G�I-5 aV" ME-r -17Ut �2�6.47 I�i�'OG cid FRONT vcY � , gTDI�tLr'IsoNT cs'LAZINCs ' 2,�45TM G G�}� 2� GA NQT GF-IA1'v I�EL.S d IG''oG INSUI.ATION; (� it OFPIGE ': - ;01. TU Na o col 1. AGG�VSTIGAL n15ULIA?ION % UtiF4c:bP �'IbEslxGl►AS`.:• NUIx Go4UMNrr-��7"x�' , �Aft(i16� Cp,TTb n it l' TI.11GK dozes r M t'', ec 3 - � wavra rbalz5 a ~ I.IV5I917 O0EMAG44INac; UIvFINKHCD - I.2AIZTIGL.E OW &^LS W4xx-7 `� V � �l/ PREMI V11 612ADE RvTAK'•( ��I�:"GD OI�?�1'•1 RAc:E. Q��' ��., l4' \/tSN,'tElR I /4 'rWIGK NA LIWAL I"'INI'5H •r�p,�� ,•211 I Q ' ALuKAWtMNIN't TitPM11�1/ n Olt �R Q Tn M TGH ciw-LA" �� I F5r I 1� 4?D 4 X 4 t J E UAL A E'XI57INO , GI.WAiK ANor7mZwo l av 10` I I -� � a/ �'Kf� ALUWINUM rNTKANLIS P001111Ds I, OWN"will I O \;AIZIZ W Vr66 OF G-ANAL 7c MA-Z:'i 5KI5TIN& \ < �e•sua I _ l I CL - ANODIZED ?c-RI PIti119H \ � VEICT.MULWONs F" l4 PM Za _ -l- ___ �'._ -'� ___ Lr4_."F rt_'irT3GLT. ia►J GH�41J N�1_ °k'M AL 57J7 WHIG►• T- O � I tCirT�'� PAu� t?LIl5 Ar1GH. r0 CFAM• 1,0esT aLIALITY eF t~v".ovJING OCANP6 , MI"ztKc-1cvA A�F � W �STc I&A 4)DT85�E .^F PVTtjH /'v-r oLv STU p5 C2� O.a, ![•5. *0 v II + I -_'�,,titJ•�M fSM. Ae)oVG s6om iv 4"". ? �lGG6DVLI�"Tl� w `\ IIN �, I "% — INSU TIG�r.+ • tiT� lnla HOLLOW METAL- 1'IzA1�1E� :: - - I --- — '�H '�'DULPr•� P'Ir.IISHIIS OtJ� 1 GOAT �IMEMZ6 o"l"NE•fZS� \ Tvuo N) WAIV AJ6M1-GL � A�¢`� .-IG LaTEX MNANie., N '�- _ �-- 17F'fL.�G?ION GHANNt�I► � ^ 1 - 2t 5oLI1a bL0<,KIIJG 14IZ � M �'4�� N6 •A 1 C0 GdAT '92INtSW SNE (17 GOAT OW SNEEN ACIZYLIG. LATEX 'WrIN ENAI�ICL , PUS ALL. Tc aLUSH �uL t=1�.I, \�� / T AN 7 WF'LU Lz) ✓121,4T ISY5T'F• - 1.ea^ TO le,Li C14ANNe 1'�- PAINT - (No IN 3�..• 2/90Il IG°G� TD T,GRIr� � OL 83 .` GG�LINb G" � REIN.IRgNGE Mpg SrowsFROIJT 22 ba �wA �b AIN 2 \� THICK 501JNC I►J5I)L aL'_ \ - �2� _ - j 1- , all / % A LV GUT A,3co'�N17 x �1CVF �XIST'N� •\ (��A21r�r► CFC .'� R k5fd �oNTI \. TENA►f�JT \` ' FRc.M�N6-5o1.VArc� •. �i � � o1zG - - poormi frealp• Y�T��T - FXI`97Nr5 , 3,95-00 - �►t.JM e�fi�r►flRvrlT \ L_EA42 ANOP ALU : - wT M,GUve,. ><4�T5. hrr, RF l,� / \N 4�slrx4 \ �Y. L ARCL?ND +-�r�e+7 MUl.c,l N% �y�r,��Faptlt• "fl N In ' / \ 0 i �iEL�Ll+I.J'� Ccs �� v(1 / G=•Ef•'�I•z D•NOp. �,ME ,cue Si` + / • - --- —'.--,- f ��' _ 1 I / �\y � \ INFILL QPENIN�► I�V�R T© '� �► AI TL{ IyLI +-' w1 ` //11' dv'Yl� JX7119,G, r . Q T a6l�nova[s ST �, N� ' INI DSA�-6 , T�P` ��sio�t ? 52 4 D !v1ATGH- /� ' II 'Uft�S NSTaI�FP2ol `r INFILwLarac� ` ¢ Va► Pt2 p. COLA" O \ \ �. , CN�5A I c�li_AQ VI -- - �q" 41►lIM VJ GiNT �lrV�►tJT I li L y •?* - - I 11 rym 4111 �7d�E c2 ! 0 00 Vi UI En n o. i N c a CL m on a i f -- -OB55 SW Cascade Blvd Permit No. SP 89-42 _ CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or &s shown in the accompanying plans and specifications. SIrN LOCATION ADDRESS: 10855-F SW Cascade Blvd ZONING: - C-G _ NAME OF BUSINESS: Lifestyle Furniture Rentals APPLICANT/AGENT: Greg Stuart COMPANY: _ Security Sign _ PHONE: 232-4172 The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current Business Tax? Yes ( X) No ( ) U.L. Label # rrferrrrrrmsmurrmarmmrramrrrrrrrrrrrma.r.rmmrrrrmrsirrmrrrrrrrrrasrraarrmm�rsmrrrrrr serr�rr PROPOSED SIGN: (Check as many as apply) ' PERMANENT ( X ) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL ( X ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( BALLOON ( ) SIGN DIMENSIONS: 2' x 39' EXPIRATION DALE: TOTAL SIGN AREA (Sq. Ft.): 78 sq. ft. WALL ARnA (Sq. Ft.) : 900 WALL FACE: Ynorth HEIGHT (ft): __ 1 PROJECTION FROM WALL: _ T ILLUMINATION: YES ( X NO Z� TYPE: neon-internal COPY: Lifestyle Furniture Rentals MATERIALS: _ anne imie, plexiglass, neon EXISTING SIGNS: nom- ADMINISTRATIVE EXCEPTION: N/A ( APPROVED [ ] HOW MUCH__X AREA [ ] HEIGHT [ COMMENTS: e-�� s=c�=-==.=amsrarsazsxcz:aza zs�cz:cmaazaccmm:aam=mzm+r.euxmcz a sv:ezn�eeaca-._amm.e ce==ac- PLANNING DEPAR'T'MENTAll sign permits must be accompanied by a scale drawing Permit Fee: —� and plot plan. If work authorized under a sign pe-:mit Receipt No: 103320 _ has not been completed within ninety days after tt.e Approved By: JA issuance of the permit., the permit shall become null Date: 4-5-89 and void. FLECTRTCAT, PFRMTT I CFRtjrjY THAT T AM THE RECORDED OWNER OF TEE PRGPERTY REQUIRED: YES ( ) NO ( ,ENT_Au I,Z4D BY THP. OWNER. BUILDING PERMIT i REQUIRED: YES ( ) NO (X ) App, is S S nattire Address Telephone � w w CONSOLIDATED FIRE AND RESCUE Washington County Fire DlstrIct No.t City of Beaverton Fire Departrnent Tualatin Fire District FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT -`;7V%.� CONTRACTOR BLDG. PERMIT It PROJECT NAME PLAN REVIEW It LOCATION `> , - JURISDICTION: 1= Be. 2= Du. 3= I .C. '4= Ti.)5= Tu. 6= Sh. 7= Wi. 8= CC 3= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION 'A3TEMPTLD FINAL Framing Saparatic,a Walls Sprinkler System n Shaft: El Fire Dampers (Overhead/TJndergrouna) El Alarm System Hood' Estng Systems r� GonfFrence u Spray Booth Ceiling Cover u Other �/� J:�. •✓ ( ��"�/Q S.`J'._./ ~/J VJLJr.-"i/L� �1..'LIR,/�i. Cy //( ✓ i L Date: Inspector: ____► ✓� e� INSPECTION NOTICE City of Tioard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: V9-4175 Type of Inspection ,__— 1f�,AA Date Requested L' l � _-----__--_.--- _ Time A.M. ..P.M. Address _ �JrS �C t) L� --i —_ Pnrmit # i Owner. - _ Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to _ pproved Inspector _ El Disapproved Date CALL F)R REINSPECTION EI YES U NO INSPECTION NOTICE City of Tigard Building Department ) P.O. Box 23397 Tigard, Oregon 97223 l Phone 639-4175 Type of Inspection Date Requested �j Time � A.M.` P.M. Address —�---� F�armit Owner- l�-�/} 1� ��Q �l']�51�S Lot # Builder The following Building Code deficiencies are required to be corrected: r Presented to _ _ ,�� --__ I Approved Inspector „_ _ _ 1 1 Disapproved ---� Z V_ pproved Date CALL FOR REINSPECTION L YES [] NU INSPECTION NOTICE 41� 7 City of Tigard Building Department P.O. Box 23397 q f Tigard, Oregon 97223 Phone. 639-4175 Type of Inspection Date Requested c-) Time �_ A.M. P.M. n C Address ��?: f�t..L+t/�� .r. 7 ^7 � Permit Owner Lot #_. Builder The following Building Code deficiencies are required to be corrected: or IJ -17 ---Presented to _.._ [] Approved Inspector _ _ Disapproved Date Z CALL FOR RE;NSPCCTION CJ YEs f ] NO Permit No. SP 89-23 CITY OF I-IGARD SIGN PERMI-I APPLICATION The appli --ant. hereby applies for a pormil. For the work indicated or as shown in the aCCompZ.jjrjyin(j plans and specifications . -FI.0N ADORES'i: 10855--(3 Cascade Blvd. C-G ,�IGN L.OG6 ZONING: NAME OF Cal Spas of Oregon, Inc. ........... APPI I CON*1/AG[ N I C.E. Calderon COMPANY: Cal Spas of Oregon 111IONt 650-7727 The City of' Tigard imposes an annual Business Tax which must be kool- curront. on all. persons doing business in the City. Do you presently have o ctirrunt Lu!. i no lax? yes PROPOSED SIGN: (Check as many as apply) PFRMANLN-I X) F RL I 1,0-ANDING, I R( I"WAY TEMPORARY WAI-1- X) 1-11-CTRONIC. of HER B]I I K)ARD 1101 1 OON o,JGN DIMI-Ns' ONS: 91 - I x 316lo EXPIRATION DATE: 101-Al- SIGN AREA (Sq. Ft. ) WALL AREA (Sq. Ft. ): 480 pq ft- WAI-1- FACE: HEIGHT (ft) ; PROJECIJON 1-ROM WALL: I LLUMI NAJ ION: YES ( NO ( X) TYPE COPY: Cal Spas MAT[-.RIAI_,,-: ----T—oam-I-e-Her—s EXTSTING SIGNS: n/A ADMINISTRATIVE EXCEPTION: APPROVED N/A [X] AREA HEIGHT HOW MUGH-----% COMMENTS: PLANNING DEPARTMENT All sign permits must be accompanied by a scale drawing Permit Fee: $25.00 and plot plan. If work authorized under a sign permit Receipt No: 102597 has not been completed within ninety days after the gpyraved B WM issuance of the permit, the permit shall become null Date: 2-15-89 and void. ELECTRICAL. PERMIT I CERTIFY THAT I AM THE RECORDED OWNER OF I-HE PROPERTY REQUIRED: YES NO X) OR AN AGENT AUAIHOR D BY THE OWNER. HUILDTNG PERMIT PEQUIRED: YES NO X) App iranL' s Signature A'-,�°�- 5r ross 1 o I ophonn ..� INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date --Requested 'J _ q ,L-' " Time----- A.r,�._ U .P.M. Address ��'� _��'' `t�L�1�1� Permit #��C G'7 Owner ------- � __ Lot # Builder_ The following Building Code deficiencies are required to be corrected: Presented to _ 119"Approvee Inspector - 'bE%'✓ — C [.� Disapproved Date CALL FOR REINSPECTION ❑ YES LJ NO Cl T Y OF T I GAP,D RECEIPT OF pAYMPIT C.j4F .J.>' AMOUNT 50. 00 UIAF41 AMI-1UNT .00 CA(, ;pAq or OREGONJ)'12 1 - Atoo PA'f MENT DATE -7 86-5- eiE- A2 st-om.': No"eU)DRI OR 97027 ^P^Pa9-•2 77 1-39-2- 4� AMOUNT FAID PURpOsE. OF PAYMENT AMOUNT FA 1 1)1 oRPOSE nF PAYMENT r-ERM11 FEF5 50.Do ArlotiNT PAID .0.00 DU 3:1 L)T.NG PIEP1011*11' F-EAMT-1- NO . : HU89026*7 CITY OF T167A RD CITY OF MAW COMMUNITY DEVELOPMENT DEPARTMENT 0019001 1)61 'T*F:: :LSSUED : R/ 9/89 13125 S.W.Hall Blvd. P.O.Box 23397.Tigard.Oregon 972JI .(5M)6394175 1:1--41M . PM'T' .NO. 890261 10F, ADDPE':i' 1.0H!5,"5 5W CA'AADE I,A ''I' I Ax MAP/1-01 :11. 5 1 '.*55UG' 900 !Alla . 1-.I* : UK I ()ND (.11 F.-07E : VAI I.A.I'l ON 6 ,0()0 !iLIVACKS F ROW : PEAP; 14OAK CLAG5 : 611-JEMAY1.014 DWEA.A.—UNI'T'S RIGHT* : IISE 'TYPE' : comr.a.;'PrJAi... NO. F-315:0POOMS : E'X T* -WALL (:*,ON5;1' : (:,(:)N!51 l'Yl:',[-: : :r.:1:1 N NO . BA'T'HS N S E W OCCUP GNP . D2 PPC)-T*.I)PEN:I:N(:,t-; : (N." ",l)I::, . L-OAD 2 1.11 N S 1-:'. W APEA . 6050 NO - 51'OPIE45 : 1. 1.5i T* : 61350 CONtil' : H FlPrE, YE's I-IF::I*(:;I.1 F . :1.X) 'OND: A P 1'.*-:0- 5EPAW? NO PATED: NO YES PA*rr--,:11 . 1. 11w NW? NO f-i-o(7n c (:)fv) . 150 15PPKI-1:47 NO Al APM'? NO F1.0w(GI::'M) DE.TEP"T NO Y11t.; GO 1.4 R YES PIAN P't J h Ji I:41HAI:WG . mucl : ca'l. (*)I-:' NO. (1 7.("111 I Al!;T I-A-EASSUK 0 r,cI *56. !50 IN N E I;: I PL. IA:P'T $22 60 R G1(-I*f'l'--' 'TAX $ 82 UTIALP C 1'.)E*V I-*I (.)I-"MF--:N'T CHANGIES : 0 SIXI IS1,01:11,11) N 5(.',I4(:)MMF'-P AND !IONS T) T R 14r.*29 NE: 5ANLI't' F.A.Mr.) r,nc.( 14 A :,f, L*.ill 1*1(1 C 1'( .1 UP 97;.-2 3r? P P E.,P Al D < ti;59 .33, T U-50.3) 'r.233 - I.OP(f, R 0 1&A3,T-i'll PA-1 11 DN NO f)C)in Ill o?1 1 LYTAI 91 115 9 .3P PUA-AP'll' NO, This permit is itiolued subject to the regulations contained in Title 14 ................. ...................... of the TMC. State of Oregon Specialty Codes, zoning regula4lons and all other applicable codes and ordinances, and It is t areby 51-Atzit agreed that the work will be done in accordance with the plans and specifications and In compliance with all applicable codes and F nAWEN(3 ordinances The issuance of this permit does not waive restrictive 1NIAtAl Al IL)N covenants Contractor and subcontractors shall have current city ('.1 y P SPAIRD business tax permits. This permit will expire and become null and susmw). vo.d if work Is not started within 180 days,or;f work is suspended or abandoned for a period of 180 days any time after work has I" 'I NAL commenced. It shall be the responsibility of the permittee to assure all required inspections are requested and approved Issue! [IV f"Na i L!9 lrj i NJj plia I"1 3 Q01 O.;;49il 111. ;gli SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE a CiTf OF �!�ARD OREGON February 7, 1M0 Norman Krause Jensen Krause Schoenleber, PC AIA 1962 N W KeaLney Street Portland, OR 97209 Project: Cal Spa and Lifestyle Furniture, BP 890267 10855 S W Cascade Blvd Dear Mr Krause: Plans for this project have been reviewed for conformity with applicable codes, rnd are approved. Ii any changes will be made to the plumbing or mechanical systems, please submit plana showing the changes. Separate permits will be required for any such work. You may get the building permit for the project at your convenience. If you have any questions, or if we may be of assistance, ,-)lease contact us at any time. Sincerely, Jim Jaqu Piano Examiner 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (,503)639-4171 � n - 0-- - #— 1 FIRE MARSHALS OFFICE .2/7IR90 Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Rural Fire Protection Listrict 4755 S.W.Griffith Drive • P.O. Box 4755 Beaverton,Oregon 97076 Phone (503)526.2469 January 31, 1989 Jensen Krause Schoenleber 1962 N.W. Kearney Portland, Oregon y 209 RE: Retail Spaces 10855 S.W. Greenburg Rd. Gentlemen: A fire and life safety plan review was conducted on the above captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC) , Uniform Mechanical Code (UMC) , and the Uniform Fire Code (UFC) , as amended by Washington County Fire District No. 1's Ordinance 86-1. Plans are conditionally approved as submitted subject to the following items: 1 . Approved Plans on Job Site: One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout all phases of construction &,id must be made available to building and fire inspectors for eference during required construction inspections. (JBC Sec. 303) 2. Inspections Required: Inspection and approval of construction by a representative of chis office is required: (a) prior to the cover of any new framing elements following the instal.latinn of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space. (UBC Sec. 305) 3. Certificate of Jccupancy Required: Prior to the use and occupanc> of the project (space) , a certificate of Occupancy or ether written instrument of approval. must be obtained from the City of Tigard Building Department. (UBC Sec. 307) SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONA';LY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THiC OFFICE. Jensen Krause Schoenleber January 31, 1989 Pape 2 APPROVAL OF SUBMITTED PLANS IS NOT AN APPROVAL OF OMISSIONS OR OVERSIGHTS BY THIS OFFICE OR OF NON-COMPLIANCE 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 Deputy Fire Marshal GB:kw cc: Tigard Building Department ✓ Permit No. SP 89-22 CLTY OF I"LGARD SIGN PERMIT APPLI.C.ATION The applicant hereby applies for A pe--miL for the work indicated or as shown in Lho accompanying plans and specifications. SIGN 1000-110N AODRLSS: 10855-G Cascade Blvd ZONING: C-G NOMF OF MP3 INCSS: —CalSpasof Oregon, Inc 0 11111 1 CAN I/AGLN I : C.E. Calderon T (.;0Mp()Ny: Cal Spas of PHONE: 650-7727 Tht I - City of Tigard imposes an annual Businoss Tax which must be kept current on all persons doing business in the City. Do you prvi-,ontly have a current Uu�-,.inosj Ta K? yes PROPOSED SIGN: (Check as many as apply) PERMANENT X) FREESTANDING FRU.EWAY TEMPORARY WALL X) f7l_ECTRONIC OTHER BILLBOARD BALLOON SIGN C)LMI-NSIONS: 3'6" x 91 EXPIRATION DATE: TOTAL SIGN AREA (Sq. Ft. ) : 32.4 sq. ft. WAi-L AREA (Sq. Ft. ) : 1230 sq. ft. WALL FACE: east HEIGHT (ft) : n/a PPOKCIJON FROM WALL: 311 ILLUMINAI ION-. YES ( ) NO ( X ) 7�'P[: COPY: Cal Spas_ MATERIALS: Foam Letters EXISTING SIGNS: n/a ADMINISTRATIVE EXCEPTION: APPROVED N/A [X] AREA HEIGHT HOW MUCII---.-% COMMENTS: PLANNING DEPARTMENT All sign permits must be accompanied by a scale drawing Permit Fee: $25.00 and plot plan. If work authorized under a sign permit Receipt No: 102597 has not been completed within ninety days after the Approved By: WIM issuance of the permit, the permit shall become null Date: 1/15/89 and void. ELECTRICAL PERMIT I CERTIFY THAT I AM THE RECORDED OWNER OF THE PROPERTY REQUIRED: YES ( ) NO X ) OR AN AGENT AUTHORIZED BY THE OWNER. BUILDING PERMIT REQUIRED: YES ( ) NO X Applicant's Signature 12*'F-0�- SAE Address Telephone 3722P .. INSPECTION NOTICE City of Tigard Building Department P.O. Bax 23397 Tq&rd, Oregon 97223 Phone: 639-4175 Type of Inspection _ Date Requested — J Time A.M. P.M. AddressQ SO Q Ly— Permit M Owner A Lot Builder #�_ Builder Z 27 1 I (� r �� ' 1 t Qc rlc �rnF7l� ,••�• ho The fol Fowing .. sing mode defcion es are required to be corrected: P-4 tented to Approved Inspector [] Disapproved Date _ r_� CALL FOR REINSPECTION YES /&k:-1 NO Washingtor county Fire District No. 1 City of Beaverton Pre Department Tualatin Rural t=ire Protection District July 11, 1988 `} Patrick Widmer/Fred Painter Ankrom Moisan Architects 3223 S.W. Front Avenue Portland. Oregon 97201 RE: Greenburg Plaza 10855 S.W. Cascade Blvd. Tigard, Oregon 97223 Gentlemen: A fire and life safety plan review was conducted on the above captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC) , Uniform Mechanical Code (UMC), and the Uniform Fire Code (UFC) , as amended by Washington County Fire District No. 1's Ordinance 86-1. Plans are approved for construction subject to the following items: I. Corridor Construction Hall 1'x108: Small corridor located on the southwest corner of the new addition leading past the restroom shall be of not less than 1-hour fire resistive construction. UBC Sc . 3305 2. Fire Resistive Doors: Doors 0106 and 0109 shall be self-closing 20 minute fire resistive door assemblies equipped with smoke gaskets. UBC Sec. 3305 3. Exit Signs: Please provide exit signs for doors 0107, 0108 and the entrance to corridor 0108 in accordance with the requirements set forth in Section 3314(ABC) of the Uniform Building Code. 4. Exic Stairway: Exit 0107 must be provided with a landing in accordance with the requirements set forth in Sections 3304(H)(I) of the Uniform Building Code. 5. Posted Occupant Load: The exercise room, based upon square footage, shall. be posted for no more than 86 persons (Table 33A 1.988 Edition of the Uniform Building Code), 6. Fire Stops: The drawings indicate 2 exiting roll-down type doors in the west wall will be left in place with 2 X 4 stud walls furred in on the tenant side. The concealed spaces of stud walls and partitions, including furred spaces, at ceiling and floor levels and at 10-foot intervals must be provided with fire stops (both vertical and horizontal) along the length of the wall. UBC Sec. 2516(F-2) I Patrick Widmer/Fred Painter July 11, 1988 Page 2 7, Automatic Sprinkler Plans: The plans referred to and examined by this office contain only a brief comment indicating the sprinkler system modi.ficati.on will meet the code requirements. Please provide as necessary, not less than 3 sets of plans for the installltion or modification of the sprinkler system. These plans shall be submitted to this office for approval prior to installation. 8. Mechanical Equipment Approval: All heat producing and electrical equipment and appliances installed in conjunction with the construction or occupancy of this project must be approved by U.L. , Inc. or other nationally recognized testing agency and installed in accordance with the resting agency's specifire.tions. UMC Sec. 507 9. Address Required: The tenant space cumber must be prominently displayed on the street front where it is readily risible to drivers and officers of responding fire apparatus and other emergency vehicles. UFC Sec. 10.280 10. Approved Plans on Job Site: One set of approved plans bearing the stamp of Washington County Building Department and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required corstructiou inspections. UBC Sec. 30: 11, Inspections Required: Inspection and approval of constructicn by a representative of This office is required: (a) prior to cover of any new framing elements fallowing the installation of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction an,] prig► to occupancy of the tenant space. UBC Sec. 305 12, Required Occupancy Certificate: Friar to the use and occupancy of the project space, a certificate of occupancy or other written instrument of approval must be obtained from the Washiagton County Building Department. UBC Sec. 307 SPUTAL NOTICE: 'DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING TIE COtTRSF OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE ,AFETY REQUIREMENTS AS LTSTED HEREIN. ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE; WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. a Patrick Widmer/Frey Painter July 11, 1988 Page 3 If I can be of any further assistance to you, please feel free to contact me at 669-8577. Sincerely, WASHINGTON COUNTY FIRE DISTRICT NO. 1 A? l_ A Jerry L. Renfro Deputy Fire Marshall 20665 S.W. Blanton Street Aloha, Oregon 97007 JR:kw 1 I t�v�ra-r� jL�i ��c� ✓�.P i' JMC Construction District Inspectors NOTE TO INSPECTOR: This tenant modification will be made on the west end of the existing warehouse flocs building. Construction Type is III-N housing an A-3 exercise area ;and B-2 office Space. MFECHANICAL PEPMI'T CI'T'Y OF TIGA RD PF.::AMI'T N0 . C"YWTWARD COMMUNITY DEVELOPMENT DEPARTMENT 011100N 13125 S.W.Hall Blvd..P.O Box 23397,Tigard.Oregon 97223.(503)639A175 CL � P P I M 1:'M'T NU 0813P.9 JOH ADDRESS : 1.0855 SW CASCADE BLVD TAX MAP/L-01' SI i Fil L.T : Fit< : LAND USF- ' I OT �iTZU-: : NO NO : WORK CA-ASS 117A.114NACE'. <1.00K P AIP I-Ir-.)NDLP <10 USE 'T'YPE : commE.--AcIAi.. 1.001e.+- .1 AT PI HANCLA 1.0K (",ONS'T . 'TYPE: : F I 0('.)r4 F OPNACE.. EVAP COOI-r::F;l OCCUP.Cpp. : HEA*rF.R k0I*--':?4 T* t ON VEN'T' VEN'l SYS'111.:M !-.-L.n/CDMP (31-1P 5 HOOD NO . STURIES - D1--P/COMP 3-15HP INCINEPA1*101PIEDUM DWELL .UN ITS Ell.-P/COMP 1.5-3011F) IN(.+,I NERA'T'Uk,t'. (.)M FUEL I'YPE: GAS HI-P/COMP 30---50HP REPAIR tJNTT(:) MAX . INPUT* 1.20 HI 11/(:UMP 504-HP 0 V HEAR FIRE.' 1.)MPAS-t CAS PIPIN(-, 001I..+A'-i 3 HIGH PRESS? I-aw r-)PESS'? 1:41EMARKS iiis,iii,all 3 gas packe F F E�S V'E PM I it+0 . 00 W N PLAN REVIEW *11111`011-� E 1-:'IX*7'tJRE:S $39 . r)o R s rA'TE 'rAX111112 . die O'THEP 0 N HUN'T'ER-DAVISSON INC . T 3 R 410 SE 201+1 S-T'REE'T A Par-tIniid OR 9*7120e G T PHONE (503) 234-nq,*r,7 0 PF-cisrRAI'VIN NO. Hunter- TO'T'Al 943 PI::,CFJ'P'r NO. 3P7 1.a I his permit is issued subject to the regulations contained In Title 14 .......................- of the TMC, State of Oregon Specialty Codes,zoning regulations AEQIJXAFL) !NSPE'.c'rIONS and all other applicable codes and ordinances, and it is hereby GAS LINE agreed that the work will be done in accordance with the plans P,id specifications and In compliance with all applicable codes and ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city husiness tax permits This permit will expire and become null and void if work Is not started within 180 days,or if work Is suspended or abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all required inspections are requested and approved. Al Ppimittee Signature Issued By 11-ALL-1 011 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN r)ESCRIBED ABOVE CITY OF T16A RDPLUMPING PEAMIT CITY 10 FIEF)MIA 0"dwow COMMUNITY DEVELOPMENT DEPARTMENT 1.)A1 F. I S 5 1.)F.'.1) -71 Oit'03 13125 E.W.Hall Blvd.,P.O.Box 23397.Tigard,Oregon 97223.(503)639-4175 PP f M 1'M?11*T .NO 11, JOB ADDRESS: 10855 5W CASCADE: 131LVD TAX MAP/LOT LT" L"K LANO USE : LOT SIZE: T TI M . NO : NO: WORK CLASS : ALTERATION WA T L.R Cl OSE:J TPAP USE TYPE: (:',OMMERCIAI UPT NA I RKFLOW F,AVNT'Q .11. 1 F"1*4 P P P I ML P C 0 N Lis . . YPL L AVOPAI ORY OCCUP.(;Pp. TUB SHOWEV", GP�'.ASI= 'TPAP15 E)TSIAWAGHF-A GAIPRAGI:i: DIS17-10SAL. NO . S1 OP I LES WA1:')l-I*lJA--,. MACHTNK DWEL L .UNI'rs : 1. AUNI)PY TPAY 81-IAC.DAAXH (DIA 1: 1..000 DRAIN '7 I NI( SEWED (F1') W A'TEA H'�'A 7 E:P SIOPM/PAIN (F'I* o'll-HEP REMARKS : I-e1cmate catch I-) Warehijq.iiae F I cior a PF�PMI 1, 11.0855 GW Cascade Blvd R Tigard Or 972P.3 F.lix,runEs 4 503) STATE TAX 7 t1i O'THEP C 0 N T Mt)(.)P[:. F:XCAVA1 ION R A 2706 SF- H. 101;T C Porl. I.arid Or 91P.66 T 0 P11-10NE (503) 160 P-957 R PEX;IS1'AA'1I(:)N NO. 214397 TO(01, '411.3 75 This permit is issued subject to the regulations contained in Title 14 RECEIPT NO. 3P"361 of the TMC. State of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinances. and it is hereby PE.QUIPF-D INSPIR.CTIONS agreed that the work will be done in accordance with this plans and WAI*I::'P LANE:. specifications and in compliance with all applicable codes and VTNAL ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and void if work is not started within 180 days or if work is suspended or abandoned for a period of 180 days any time after work has commenced. It shall be the responsibility of the permittee to assure all required inspections are requested and approved. - 70111� Sign ure Permittee Sig V Issued By -62,zAl CIAIA Fr1P INSPECTION 6319--d11. 7,5 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE � � '�11 , '•`nAI n., Ab, It .''�l/ �y C& C , . � .: U t. 00 to Cos 1� .71N 90 OD b N ",0 to :, wt4 tr 3 Q co a y p y J Pfd , ifIn En tc o f (1) cc U wfl cw , 10, \ 11P 'iP+',�`\ " f1Wi1i41rr8�6':'t<trL3Ly.0=:��; ��YY2L.Gi' - ..••• .•..• ..— rrrr.Tri #�..��i( � yr w .°+11�`'��A uiv RM, ��n '�� h , a1►� r , Ph �� weM ` t AD� '14#r '�/` ' :g� ih9> f �� `lam" �!!;,ed,}l�' �., 's �.4�'',4a�aW �d: ♦ R + r prsr. \: .er i INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard. Oregon 97223 Phone: 639-4175 i Type of Inspection -- r'� Date Requested lel °T Time A.M. P.M. Address . 12 :'�`.Ss � �y f� 'gam Permit 0 Owner Lot #►_ Builder _ The following Building Code deficiencies are required to be corrected: Presented to _ -------__--_._--- ___-- - _— Awed--- Inspector Disapproved Data C A LL FOR REINSPECTION D YEA ❑ NO JENSEN KRAUSE SCHOENLEBER Associated Architects PC AIA 1062 NW Kearney $treat Portland, Oregon 07208 503-227-5616 TRANSMITTAL NOTICE Warehouse Floors Project Date October 15, 1987 To Craig Scha rz A. C. Scho m _r & Sons 3429 N.E. Sandy Blvd. Portland, Oregon 97232 The following Items ars enclosed ❑ being sent separately via No. of copies Description 1 copy Clarification No. 12 M For your Information 0-For approval: return signed. approved copies or copies approved pproved as noted. W For your use ❑ For review/comment- return sets of comments and marked review documents. []As requested ❑For coordination: Provide comments to: _ Remarks CC: Richard P21ulson, Sr. Jim Smith Brad Rowt Permi No. 6594 By Norman Krause October 14 , 1987 Clarification No. 12 to Plans and Specifications i for Warehouse Floors 10855 S.W. Greenburg Road Tigard, Oregon Jensen Krause Schoenleber Associated Architects PC AIA The following items are for clari art of tthe and/or nevion ont the Plans and Specifications and hereby formap &chij Draw�� 1 . Sheg�_ � -- Detail 5/6 . Section at VT�,11: Extend 5/8" type X gypsum board to bottom of decking whereCglu-lam beam is in the wall in vicinity of Gridlines "A-A" and "C end of clarification JENSEN KRAUSE SCHOENLESER Associated Architects ►C AIA 1062 NW Keary $treat Portland, Oregon 67200 60$-227-6616 !OA-221-66611 TRANSMITTAL NOTICE Warehouse Floors Project Date September 16, 1987 To Craig Schcmner A. c. SchomTP-r & Sons 3429 N. E. Sandy Blvd. F-it',ind, Oregon 97232 The following Items ere ia enclosed ❑ being sent separately via No. of copies Description 1 Dopy clarification No. 11 Z For your Information For approval: return signed, approved copies or copies approved as noted. Xy,>L]For your usa ❑ For review/comment: return seta of comments and marked review documents. ❑Ae requested ❑For coordination: Provide comments to: Remarks M Richard Paulson, Sr. Jim Smith Brad hast $y Norman Krause `— w MULMRA Septembr r 15, 1987 Clarification No. 11 to l' Plans and Specifications li for Warehouse Floors 4I 10855 S.W. Greenburg Road Tigard, Oregon. Jensen Krause Schoenleber Associated architects PC AIA The following items are for clarification and/or revision of the Plans and Specifications and hereby form a part of the Contract Documents. clarifiQafiQna 1 . ClarifiratiQa_d�]�4_==_�h��L_8�-13: Delete the horizontal 2 x 4 kickers at 24" o.c. located directly under the glu-lam beam and extending out to the exterior fascia framing in their entirety. �LQhi��Qf��al_�ra�ings 1 . Sheet_5: a. QQfail_4L5_-_&QQ�h_ElQxaf.i4o_-� _A��i�iQD: Add a vertical construction joint (C.J.) in the drivet on the corner or near the corner at Gridline "2" . b. Paan_5L� -_�QQfhaa�f_�laYafiQn__- e��i�iQn: Add a vertical construction joint (C. J. ) in the drivet fascia on Gridline "A-A". C. �afd1' 1_f-L5_-_NQr�hgaaf_�l�Yai<iQII_�-_��ifiQo: Revise the vertical drivet joints in the fascia from where shown to construction joints (C.J.) at Gridl Ines "2-2", "4-4", "5-5" and at the exterior corner located between Gridlines "5-5" and "3". 2 • �hQef -__pa�aias_�L�_an�_ZL6___�QQtiQna_a�_�ialla: Revise the location of the 1/2 plywood wall sheathing of the southeast. and south walls of the new addition only from on the outside face of the ;studs to the inside izl.:e of the studs. 3 • Eheef_Z__---De Lail-2l%Z_-_SeQtiQo_af._gheaz_Wa.11: Revise the plywcod sheathing from the outside face of the studs to the inside face of the studs. Extend the plywood sheathing all the way up from the sill plate to the bottom of the glu-lam beam at the roof line. Secure plywood as called for in Detail 23/7. (This applies to both wall section 6/6 and 7/6.) � 1 Clarification No. 11 Warehouse Floors September 15, 1987 page 2 8z�hi��t.�ar�LDLa�ains� (cont 'd) 4. aheet_B: a. Qe�ail_1L�_-_Bs4 : 1) Revise the shear wall sheathing from as called for on Gridline "B" between Gridlines "2" and "4" to on Gridline "B" be ',:ween Gridlines "2" and "3" and on Gridline "l-1" between Gridline "B" and the wall offset 5'-6" northeast of Gridline "D-D". Secure plywood to the studs per Detail 23/7. 2) Revise detail flag number near Gridlines "A-A" and "3" from 20/7 to 22/7. b. Qe�ail_�L�_-_�Qnn��Qr : Revise the 2 x 4 angled knee brace spacing from 24" o. c. to 6 '-0" o. c. C. Qetai1_15L _-_CQnner-I Add 2 x 4 knee braces at every third joist on the opposite side of where the knee brace is shown between Gridlines "l-A" and "2-2" and between "5-5" and "4" only, extending from the top joist chord to the bottom of the glu-lam beam. Nail the knee braces similar to the ones shown in Detail 15/8. 5. �h€��_1Q____Quail_ll_1Q__��£le��d_S��iling�lan,_nain_�144r: Revise the location of all the exterior canopy ceiling finish control joints of the new addition from where shown to as follows: a. 1 each on Gridlines "2-2" , "4-4" and "5-5". b. 1 each on the diagonal as shown at the corner between Gridlines "5-5" and "3". C. ]. each centered between GriOlines "2-2" and " 4-4" and between Gridlines '4-4" and "5-5". d. 1 each centered between Gridline "5-5" and the diagonal corner and the other centered between Gridline "4" and the diagonal corner, both measured along the ceiling line locate3 adjacent to the canopy fascia. end of clarification JENSEN KRAUSE SCHOENLESER Associated Architects PC AIA 1962 NW Kearney Street Portland,Oregon 97209 503-227-5616 ,jCFjLember 9, 1987 Craig Schommer A. C. Schommer & Sons 3429 N. E. Sandy Blvd. Portland, Oregon 97232 Re: Warehouse Floors Change Order Request No. 12 WKS Number) Dear Craig: Please quote the change in the contract price with an itemized breakdown for the following revision: 1 . Sh�� 3._==_D_�rail_ULL Tanant_Addi�i�n,_F9��a�iQA_an� r1Q4r_Fjdn: Delete the three exterior false columns located on the northeast sidewalk of the new addition at Gridlines "1. 1" , "3.3" and "5. 5" in their entirety. Add/Deduct_________ V y t4EKrause, urs, Orman EA NEK/rr cc: Richard Paulson, Sr. Jim c�,nith Brad Roast I Principals John F Jensen AIA Normari E Krause AIA George L Schoenleber AIA Gerald H Williams AIA Jerry R Baysinger AIA h WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.W. Blanton St. • Aloha, Oregon 97007 • 503/649-8577 September 8, 1987 Total Mechanical 2410 S.E. 10th Avenue Portland, OR 97215 Gentlemen: RE: Warehouse Floors 10855 S.W. Cascade The mechanical plans submitted for the above-captioned project are app,.,oved subject to the following conditions: 1. Automatic Shutdowns: If mechanlcal air-handling equipment pro- vides more than 2000 CFM, automatic shutdown shall be installed. (IriC 1009) ?. Approved plans on Job Site: One set of approved plans bearing.; the stamps of the Tigard Guildtng Department and this office must be maintained on the pro.lect site throughout all phases of con- struction and must be made available to building and fire inspec- tors for reference during required construction inspections. (UDC Sec. 303) :i. Inspections Repaired: Inspection and approval of construction by a representative of this office is required: (a) prior to the cover of any new framing elements following the ins'- illation of all utility runs which will be concealed with{.n wall and partition cavities; (b) upon completion o: construction and prior to occu- pancy of the tenant space. (UL.; Sec. 305) If I can be of any further assistance to you, please teel free to call me at 649-8577. Sincerely, WASHINGTON COUNTY FkRE D STRICT NO. 1 Gene Dirchi?1 Plans Expniner ,sw cc: City of Tigard Inspector Ray STOP FIRES - SAVES LIVES NNG)Ipl M CITY OF TICARD MECHANICAL PERMIT PsrtN1, 111111116"11110- Code _ _ aT/ thaica Mfr City cf Tigard 1) Permit Fee -0- -0- 10.00 13125 S.W. Hall Blvd. — P.O. Box 23397 2) Supplemental Permit 3.00 Tigard,OR 97223 - -- - 639-4175 1 Furnace to 100,000 BTU 00 Incl.ducts&vents _ 2) Furnace 100,000 BTt! --- 7.50 S incl.ducts&vents Name of Dfiveblxnonl 3' Floor Furnace 600 _ incl.vent !iuspended heater,wall heater` Job Address 4) 6.00 cr floor mounted heater Addres ,- s �'7S sem✓ �.c �oE ------ ---- --— taI fof -:' ."n Mcg Nc r-s :1 S •��. 5) Veer not incl.in 3.00 appliance pemut i cA nkwik Subdiviwon Name for nrrme of tw�inegs) v f) Repair cf heating,refr ig., 600 cooling,absorption unit bteifi. Address Pho,w - �) Bode or comp to 3 HP 6.00 Owner N - abVoxp unit to 100,000 a TU Zip - N) Boiler or comp to 3 HP-15 H 11.00 absorb,.unit to 500,000 BTU Name Baler or comp 15-30 HP 1 y 00 9) abscxp.unit 1/2-1 million _ As. Boiler or camp to 30-50 HP Ma"Acdrtxtl 0 10) absorp�uni!1-1.75million 22.50 .0 E - — Contractor , ' i Baler or comp to 50 HP 11) absorp.unit 1,750,000 ETU 11.50 Air handling unit to 450 grate Regl rine on No Cfty Bus Ten No 12) 10,000 CFM Air handling uni, 750 t hereby that I have read Ns epptkatlon that the adonnatkn gtYm 1 is 13) 10,000CFM +�_-- Conect,lieu I am fte owrw or ootwired agent of the owner.that Pons s+bmftted we In --- complurtoe with Stale iewo,than I am registand w11h the State Butalan Bond,Biot#0 14) Non portable 4.50 number gKmn is cantofit exempt Irom Sure registratkm oleate gfva reason below) evaporate cooler — _ t 5) Vent fen,)onnected 3.00 to a single duct ---_._ --------- 16�) ventilation system not 4.50 ----._ included In !ani permit — - ' -.---- -- -_—.-- Hood served by 4.50 1 rtl�cfwtica!exhaust (owrwa Date 19) Dwnestictype Y+_ 7.50 -- -- Incinerator Describe work L7 addition 5Z alteration L] repair 11J -to be done reeldential ❑ non-residential __. _ 19) C, mrwrcial or Industrie! 30,00 --- - type incinerator --- Existing use of Other 1.a.,woodstove,water 450 bulldlrtj or prMerty _ .---- --------_.._—.-_ 20) hMler•eolgr,clOtnea dryers,etc. Propoee(i uee CA — bulklinp 0rpropsRy__- ___,___ 21) Gas p4ping or►e to lrur outlets 2.00 LTyps of Nil - ON O n oural on LPG l , ._ electric l ] J - 22) More Itan 4-per outlet Shia-T'®TAI. THIS PERMIT WtQOMEB NULL AND VOID IF WORK OR Nk� COPD - -- A1f,�tJllgll►RiQE� INTIRI)C M A►�""2gD 16 1`46T COMMENCED WITHIN 1190 — ___ - — -- - DAYS, OR T10N OR WORK 13 SUSMDIf61 En OR PLAN R "ift OF Will-TOTAL � ASMDONEp t SRIO PED OR 190 DAYS Al ANY TIME A"ER TI S WORK 19 od!"O. --- Date issued .__ `1�5t by �/ INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection �ir/ y' Date Requested_ V -7), ; ea Iy 4_5 FI-611 -1_ �' Time A.M.--P.M. Address _ '_.> S /'�• Jn _ V Permit _�� Owner Builder The following Building Code deficiencies are required to be corrected: Presented to _ _/ �ii Approved- - T''tt - Inspector --_-- - ` G.0 I I Disapproved PP d Date CALL FOR REINSPECTION O YEE ONO w JENSEN KRAUSE SCHOENLEBER Associated Archicocts PC AIA 1082 NW Kearney Street Portland, Oregon 97209 503-227-5816 208-824-6805 TRANSMITTAL NOTICE Projec!_ Warehouse Floors Cate August 24, 1987 To Craig Schommer A.C. Schc mer & Sons 3429 N.E. Sandy Blvd. PortlarA, Oregon 97232 The following l!ems are 0 enclosed ❑ being sent separately via No. of copies Description 1 copy Clarification No. 10 LJ For your information C]For approval: return elsined, approved copies or copies approved as noted. (]For your use ❑ For review/comment: return _.__set,s of comments tend marked review documents. ❑As repuestod ❑For coordliu.tlon: Provide comments ia: Remarka CC: Richard Paulson, Sr. J im Erni th Brad Roast Permit No. 6594 By Tbrman Krause August 24, 1987 Clarification No. 10 to Plans and Specifications for Warehouse Floors 10855 S.W. Greenburg Road Tigard, Oregon Jensen Krause Schoenleber Associated Architects PC AIA The following items are for clarification and/or revision of the Plans and Specifications and hereby form a part of. the Contract Documents. Architectural Drawings 1 . Sheep : a• D-e."il_IZA- ILP-ad: Revise the storefront head detail with deflection channel and its metal. stud support system from as shown on Detail 4/4 to as shown on Sheet R-13 attached. b. Details ¢-,�6 5/6 . Canopies: Revise the metal support system and bug screen for the exterior canopy ceiling from as shown on wall section 4/6 and 5/6 to as shown on Sheet R-13 attached. Add the fol Qw inG j[aw DL4@: 1 . Sheet Rll (atttached) Storefront Head Detail (dated July 23, 1987) end of clarification v T'o I M�i Po'i-,A-T IA 471S Q s � Le 1:::3. C,r'; I N - - �-I k460 I �y p5-T +6v 6� . sal frG -T !!SYV-(1- t G�� --T►c��-•a � 1r i7 AJENSEN RRAUSE SCNOENLEBER -- �vv Teas , dwr. l".I JOWL 8 JENSEN KRAUSE SCHOENLEBER Associated Architects PC AIA 1962 NW Kearney Street Portland.Oregon 97209 503-227-5616 }August 14, 1987 Craig Schommer A. C. Schommer & Sons 3429 N. E. 'Sandy Blvd. Portland, Oregon 97232 Re: Warehouse Floors Change Order Request No. 11 Dear Craig: Please quote the change in the contract price with an itemized breakdown for the following revi✓^'ion: 1 . Sheet-1- -- QP� 6/7 . fascia ��_ _r]Sirth Wall: Provide 1/ 2" vertical plywood draft stops in the 'Friangular void space at maximum of 60'-0" O.C. as ,nstructed by the City Inspector. Install a 2 '-6" x 2'-6" acr..ess hole with 1/ 2" plywood tacked on access cover to allow for future maintenance access. Add/Deduct- Ver truly yo Norman E. Krause-, AIA NEK/rr cc: Richard Paulson, Sr. . Jim Smith Brad Roast Principals John F Jensen AIA Norman E Krause AIA George L Schoenlebf r AIA Gerald H Williams AIA Jerry R Baysmger AIA \ JENSEN KRAUSE SCHOENLEBER Associated Architects PC AIA 1932 NW Kearney Street Portland, Oregon 07200 W3-227-8810 208-824-8805 TRANSMITTAL NOTICE Warehouse Floors Project, Date August 14, 1987 To Craig Schomr>er A. C. Schomer & Sons 3429 N.E. Sandy Blvd. Portland, Oreqon 97232 The following Items are @ enclosed CJ being sent separately via No. of cupies Description 1 copy Clarification No. 9 O For your Information ❑For approval: return _ signed, approved copies or copies approve as noted. W For your use ❑ For review/comment: return ---sets of comments and marked review documents. DAs requested ❑For coordination: Provide comments to: —_— Remarks CC: Richard Paulson, Sr. Jim Smith Arad Roast By ik?:man Krause August 14, 1987 Clarification No. 9 to Plans and Specifications for Warehouse Floors 10855 S.W. Greenburg Road Portland, Oregon Jensen Krause Schoenleber. Associated Archit-ects PC AIA The following items are for clarification and/or revision of the Plans and Specifications and hereby form a part of the Contract Documents. ALchitect�_lral DicAulnu 1 . Sheet I -- Detail 6/6 and 7/6, SectiQ_n.q__AL Wall and Sheet 7 Detail 16/', ._Fascia Frame at North Wdl1: Revise all the gypsun sheathing on the exterior face of the outside walls from 5/8" as called for to 1/2" per Specifications Section 09250 Gypsum Drywall, Item (2.3) (C) (2) . 2 • BhB --_fail 1/B_,.BQ41_: Revise the new addition roof ledger at the framed wall portion on Gridline "4" from as called out in the note to as per Sheet R-17 attached. 3 . iheet 8 -- Detail 7/8. Connector .5g_qt_Un: Revise the -,upport system of the glu-lam beam located +12' south of Gridline "B-B" and "4" from as shown to per Detail Sheet R-15 attached. 4 . jSheet 8 -- petail _22/8, Footing: Revise column anchor and base plate at Gridline "A-A" and "1-1" only from as shown to as per Sheet R-15 attached. 5 . .5bva�_ 9 Detail 5,9, marred Wall Sirppgrt: Revise furred wall support system from as shown to as per Detail Sheet R-18 attached. end of clarification '- I A-A) 9' "CAP--\ I. I i eiM�+.lsivrr � n�T�i� P►.p•N JIW cEN�KRAUSE SCHOENLEVER C.IXU MN aNc�r "' - �G V A►I.T, �- �` -m-wie w -4244e6 �G`d56 -.W GMNbW,4 RD, — F N�4 IN►�WS ON GIz� II t II f I I � I - I � , r2 ei-K Ur}7�l'c Is Wk" /- i-v4L � StE (F 4x IT !- -�-- - q' 6 P.T. L P4FE z 71 _ - ^ LIU -;ter! M (-7!1. LiIz So�7�t of. c. c .�! F3-e cu 4 nit-'f G-L I;z1ri,/ATlC+4 01 JFW. SEN KRAUSE sc RPC Im *-`�Fa�.t'' • 1�l1ATL L GG�t�_N�C jip N - - P#Z-P' - -- N :"um�� _'v�A E 1-L0 Usk wa-nr-�� eo►�:.+Me ISS , .1 EWb��I.1 K1J RSA pit :w sca��►� IcWy�L I �lc� wir+rx�w vN GR D H NF_ 4 t i_1_- r Q,� T_+K-U ac 7 i - - + - - --- --- �� c tro rz � x bl' Ile"T i- - 1'J I JL 5 C@ Z4" z � I FFAMEr� 14 WALL. i I P_L OVAT ON � 7/ I -- G La.I R!Fr I G.aT I C7N P -- JEWEN KRAUSE SCHOEM'�EBER jT 1a "�j t NINc. 10' u.e.- -fi t� R'Ir. h i uD L�NE- Z j-- - GLV.ori'( MTI-. �TM s,�F-F,EH fi�2R vF�QT VRA, � r-t'R ^r9AL- J, NSE AUSE S+CWWNL.EBER �A�,L WA,L L FiLf<, ,�// r...raa�5�too �/AP'•�-��' �--�� --�•�747-�ZS .54 INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard. Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested Time L A.M. Address S S -- - Permit Owner Lot _ Lot #_ Builder t The following Budding Cotte deficiencies are required to be corrected: i Presented to Inspector Disapproved Date — CALL FOR REINSPECTION C-I YES ❑ NO I I ...rte._ t � 1 f ° � I c C��s •P t,..A �( ^ ` tv - _ -�! C.4,S • ( -e-'.T777 , M2 9W P\ I 'y T' 'p k A'U w. '•r To f t C t07Z ;y J 1 T 1 [./f 1 p 7— 1 - • Ji n: r ,�a` � 11 � / � \\ a 1�T, 6 Fz pT"1 y b'�'t�1eU vel o G ', a �..� ,�r1,L. �� `►A*A i oua ENP VIEW APPROVED I+°R CITY OF TIGARD ON PERMI N0.o o),',,rl�� ToDREs ,e' , B Y TI TL EZ4, G =_DATE ° AT GN �<�'FA,6E FdeEZ_LA-10 L-E FA Ciar,7 HEA-T-++ r2i ..-PLAIly E M p � ��- L' ♦ — O rL V _ � • NO a !C A L • _ E RRwh it C CUSTOMER LOCATION :� 7 C 0 019SIGN APPROVAL AL 6 APPROVAL C �2 DAT[ •r DESCRIPTION A►ROV AL .. O M --- - -_Y -- - r` - p y • :I r.��{�� '::��•41 C�`.F:'t':::i�"��lY:j I •� , � �, � --- - '� � � b = 4 ALL MEASUREMENTS AIRE APPROX,'MATE AND MUST BE VERIFIED BEFORE Pf/ODUCTION ° y:a-r,9w iii.► .. .wmow'•: 'IAMdA1�EM - V�, .. .. .- .. .. _ M _ "'RISt. I�P-� .. .... w- -.. _. ice:•... .. ,. wwq}m,.Nn.srati:�aean .1 �--- --^w � .. I ' �� I � II1 1111111 111 l � I � I �� II I � �'�11 II1 � 1�� 1 � l�tf 1 � �1 � 1 Ij'I III I � f Ij1 tll 11 1 � 1 III IIItll 1 � 1 lel I � 1 ill ISI oll III Ilt III tll III tll ILII III 111 ail 111 t'� I III _. 6 �� r , + � _ _ __ ,, 0 8 1I I 12 • NOTE : IF THIS MICROFILMED �. � -_ - _—� 2 3 4 5 6 7 91 ~' DRAWING IS LESS CLEAR THAN v. TH IS NOT ICE i-, IT I S DILE TO THF QUALITY OF THE ORIGINAL RAW!NG. --- --'-,— fit 8Z LZ 9Z S2 V2 E2 2Z 12 r e 61 91 L I 91 s i V I E I 21 1 1 OI 6 9 L 9 S a E I �, �"� �►!lI/III�I1111111;It1ttIIIIIIIItlllllt�lt11�1111�11ItllIN�11111ttt�Il��t�il�plii�r�t�t1�1111�1111�11I1�1�l��tll�lll0�lt!Itttt'111111�lll�llfl�llll 1lN�!!l�illtiR111111111�IIIi�IIIL�l111�1111�1111�1111�1��'�II�UII�I�Ii�IIIIII111�IIII�IIII�LU11H�1�1111�1111�1�ll_ll�llLt�lU �Ilil R T L 9. n ' . A Q Q 9 ANl AM WASHINGT0N COUNTY FIRE DISTRICT NO. 1 20665 S.W. Blanton St. • Aloha, Oregon 97007 • 5031849.8577 August 5, 1987 Mr. Chuck McCracken Wyatt Fire Protection 7100 S.W. Hampton, Suite 220 Tigard, OR 97223 Dear Chuck, RC: Warehouse Floors Addition 10855 S.W. Greenburg Road An examination of the above automatic sprinkler plans are approved subject to the following conditions. 1. (Hydrostatic Test: Upon completion of installation of auto- matic sprinkler equipment, hydrostatic test shall he conducted and witness by a member of thle department. Please notify this department 48 hours prior to anticipation of conducting hydro- static ,test. ?. Certificates: Contractors certificate of materials and tests shall be submitted to this office after completion of all tests required National Fire Protkeetion Association Standard 13. 3. Hanger Detalls: Hanger detail shown on this plan is approved as submitted. However, location of hangers are not shown on the plans. Install sprinkler pipe hanging as required by National Fire Protection Association 13. If I can be of any further assistance to you, please feel free to gall. me at 649-8577. Sincerely, WASHING'T'ON C TY FIRE i 'TRICI' N0. 1 ,ene Birchill Flans Examiner SSW cc: Tigard Bldg. Dept. oO" Inspector Ray STOP FIRES—SAVES LIVES JENSEN KRAUSE SCHOENLEBER Associated Architects PC AIA 1062 NW Kearney Street Portland, Oregon 97206 603-227-6616 206-624-0846 TRANSMITTAL NOTICE Project Warehouse Floors Date July 31, 1987 To Craig Sclk-u mer A.C. Schcmrer & Sons 3429 N.E. Sandy Blvd. Portland, Oregon 97232 The following Items are ® enclosed ❑ being sen: separately via No. of copies Description 1 copy Clarification No. 8, dated July 31_, 1987 0 For your information D For approval: return signed, approved copies or copies approved as noted. ®For your use ❑ For review/comment: return sets of comments and marked review documents. ❑As requested ❑For coordination: Provide comments to: Remarks Car: Richard Paulson, Sr. Jim Smith Al Kenney Brad mast Permit No. 6594 gy Norman E. Krause July 31 , 1987 Clarification No. 9 to Plans and Specifications for Warehouse Floors 10855 S.W. Greenburg Road Tigard, Oregon :ensen Krause Schoenleber Associated Architects PC AIA The following items are for clarification and/or revision of the Plans and Specifications and hereby form a part of the Contract Documents. Specifications 1 . Section 08710_ Finish Hardw azs: a. HArdw&ue Type -2: For Docrs 125 and 126 only, revise the Latchset from D10S-LEV (passage latch) to D40S-LEV (privacy lock) . b, : For Doors 1:4 end 127 only, revise Lockset D10S-PLY (passage latch) to D30D- PLY (patio lock) with lock button or the "Tenant" T-1 room side. Architectural Drawings 1 . Sheet 2 -=p_E 11_11 '<_.ddtj.D1 _T�dsatlon and F1:,or Plan: Revise the plumbing wall between "Men" Room T-3 and "Women" Room T-4 irrm 2 x 4 framing to 2 x 6 stud framing by taking 1" out of each room. Relocate the east wall of "Men" Room T- 3 from where shown to 1" east and the west wall of "Women" Room T-4 from where shown to 1" west, maintaining the same clear space inside both these toilet rooms. 2 . Sheet 2 -- Detail and Floor Plan: and She_e-t-3- w- Detail 1/3. Floor 21a1_- Exis t i n ca_B_U U illg: Revise the general arrangements of the sidewalk joints from one contraction joint (C.J.) and one construction joint (C.S.J.) at the canopy columns and a contraction joint (C.J.) halfway between the canopy columns to: two contractior joints (C.J.) at the canopy columns with an expansion joint halfway between the canopy columns. 3 . Bhf_et_fLm- Dt_ta11__8/8 . Conn_e_Ct41: Revise the ledger and ledger attachment to the existing wall from as shown to as per Sheet P-14 attached. MR Clarification No. 8 Warehouse Floors July 31 , 1987 page 2 Architectural Drawings 4 . Zheet.-i=1 : Where the 2 x 4 at 24" O.C. exterior canopy ceiling joists tie into the concrete header between Gridlines "4" to "8" on Gridline "F", apply a 2 x 6 P.T. ledger to the existing concrete header with 1/2" anchor bolts at 24" O.C. and tie joists to ledger with Simpson U26 hangers. i I end of clarification .rte` I I I GI4" rte 3 � a TH 107 ol::;�p ol N N Sipes. l,aK�-ra mss„ rL/--{-a %2 ��—�'•-rte �� C-�I C� � pl- 72 h+E�ti /Z m ,t• V/.�-l.l. SH Ems- 'cl.. ��i H 2-�/tom" r� rA,- 7T ENSEN KRAUcE SCHOENLEBER �F�n P�T - NsOm I io►ur esu ia�i��r. � �� ,ti.z � P tplr t� •�1 r + A 00 �� ! v �' � Pc^t,, - ,.�•� Al' \ C i� 1w 4 11 tolu F w u C N tn u N 3 b o °o M N vr4 uU-) P 04 U U00 0 m 4-1 ,t� V e�••� v ,� b m 3 8 w 'O �A w a �41 4 Cl V V � ��q � � � 1 �.T c 5 INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 .( Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection — Date Requested_ Z� Time_ A.M. _.t%.M. Address � �5/✓- y� �-�Ga .t��.i Permit # Owner _—�YLJ'� 'L�D�(.cl� lot Builder The following Building Code deficiencies are required to be corrected: Presented to �� Approved Inspector ----— --- _� Disapproved Date CALL FOR REINSPECTION O YES ❑ NO JENSEN KRAUSESCHQENLEBER Associated Architects PC AIA 1962 NW Kearney Street Portland Oregon 97209 503-227.5616 206-624-6865 Ju!.y 23 , 1987 Craig Schommer A. C. Schommer & Sons 3429 N.E. Sri►dy Blvd. Portland, Oregon 97232 Re: Warehouse Floors Change Order Request No. 9 Dear Craig: Please quote the change in the contract price with an itemized breakdown for the following revision: 1 . Sheet 4 : a. p-etAil_-4/_4 -e.&d: Revise the storefront head detail with deflection channel and its metal stud support system f rom as shown on Detail 4/ 4 to as shown on Sheet R-13 attached. Add/Deduct b. Details 4/6—,Vfi-,- Sections at FLxic�ting and New Canopies: Revise the metal support system and bug screen for the exterior canopy ceiling from as shown on wall section 4/6 and 5/6 to as shown on Sheet R-13 attached. Add/Deduct_ Total AddiDeduct __ _ Ve tr4re orman AIA NEK/rr cc: Richard Paulson Principals John F Jensen AIA Norman E Kiause AIA George L Schoenleber AIA Gerald H Williams .AIA .terry R Baysinger AIA w w P�Q 10 Tc ,od-35s. �I FICO V I yds i�� P:rL- �� ,A-T I H!s ?-tel TGA sl M v►-� G 5H. AL 11 1.�•� SHIM I., --'.1• SEL � �� L�T'io►�-� �i K _ P�Ef4't,i IL Y�►�►-+ �f��-SIC. �- �. N MO u L ri N L� �- -- _ -- -- I L Fll r1 G L- �•� STvt� FI�-I T I FE! I Cp d5 JENSEN KRAUSE SCHOENLEBER STdTC—f2"T HE,+S.p p�'1pr fvviTivus � ALT � pG,Y��w :\ I�1 asn+-wu �a�e.�e IV Tlafv, oK. � g MMAAL Permit No. SP 84-87 CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SLGN l_OCnIION ADDRESS: _ 10855 SW -Gr--e"burg ZONING: C-G NAME Of COMPANY: ^_ Warehouse Floors - Greenburg Cascade Plaza APPLICANT/AGENT: Tom E. Rafferty American Sign and-Neon Inc. 284-2141 The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current Business Tax? Q� PROPOt;EU SIGN; PERMANENT F-REESTANDING ( ) —MPORARY ( ) WALL ( x:) BILLBOARD ( ) SIGN DIMENSIOPIS: 6 ' 6" x 21 ' TOTAL SIGN AREA (Sq. ft. ) : __ 130. 5 sq. ft. WALL_ AREA (Sq. ft. ) : 4488 sq. ft. HEIGHI (ft) : N/A PROJEC1ION: 3" ILLUMINATION_ YES ( X4 NO ( ) COPY: _ Warehouse floors mill Direct Carpet. Viriyl Ceramic Formica MATERIALS: _ Channelume and plastic EXISTING SIGNS_ none 01HER PERMITS REQUIRED: YES ( ) NO (Kx> COMMENTS: This sign will qo on the nouth Casco ]fie Blvd. ) fare, sign includes W F logo PLANNING UEPARTMENT All sign permits must be accompanied by a Permit Fee: .00 scale draw irig and plot plan. If work Receipt No. : 2415.5 authorized under a sign permit has not been Approved By: ds_ W completed within ninety days aftar tho Date:_ ---.7/17/87 issuance of the permit, the permit shall become null and void. I CERTIFY THAI I AM THE RECORDED OWNER OF 1 HE PROPERTY OR AN A N1 AUTHORI7_ED AY THF OWNER, ApplicariL' s Si ra /4j �/4z it 'e — , —07j Address , Telephona Permit No. SP 85-87 CITY OF TIGARD SIGd PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 1.0855 SW Greenburg Rd: _ __ ZONING:C_L_ NAME OF COMPANY: Warehouse 1'loors =Greenbura Ca -c-d- a Pa aza APPLICANI/AGENI : Tom E. Rafferty American Sign—and 19eon Inc 284-2141 The City of Tigard imposes an annual Business Tax which must to kept current on all persons doing business in the City. Do you presently ►gave a current. Business Tax? yes PROPOSLD SIGN: PERMANENT ( ) FREESTANDING ( ) TEMPORARY ( ) WALL (XX) BILLBOARD ( ) SIGN DIMENSIONS: 61611 x 21 ' TOTAL SIGN AREA (Sq. ft. ) : 130. 5-sq. ft . . WALL AREA (Sq. ft. ) : _ 4488 sq. ft. HEIGHT (ft) : __N/A PROJECTION: 3 INCHES ILLUMINATION YES ( x ) NO ( ) .COPY: Warehousefloors Mill Direct Vinyl Cersiuic_Formic,,a MATERIALS: Channelume andplastic EXISTING SIGNS: none OTHER PERMITS REQUIRED: YES ( ) NO ( x$ COMMENTS: This sign_wil, 1 go on eas face sign includes Warehouse Floors logo PLANNING DEPARTMENT All sign permits must be accompanied by a Permit Fee: _ 35.00 _ scale draw irig and plot plan. If work Receipt No. YI �_ authorized under a sign permit has not been Approved By: ds completed within ninety days after the Date: 3/1 7_/87 _ issuance of the permit, the permit shall . —rime null and void. I CERTIFY THAI I AM THE RECORDED OWNER ',)F THE PROPERTY OR AN, 7-NT AUTHORIZED BY THE OWNER. A6plicant' s Si i �r Address �, ole ono nee•►,.�o r Permit No. SP 86-87 CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the ac,,;ompanying plans and specifications. SIGN LOCATION ADDRESS: 10855 SW Greenbury Rd. ZONING:C=G_ NAME OF COMPANY: Warehouse Floors- Greenbury Casca a Plaza APPLICANT/AGENT : Tom E. Rafferty American Sign & Neon Inc. 284-2141 The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City . Do you presently have a current Business Tax? PROPOSED SIGN: PLRMANENT (x x) I-REESTANDING (x x) TEMPORARY ( ) WAIL ( ) BILLBOARD ( ) SIGN DIMENSIONS: 96 x 104" _ TOTAL SIGN AREA (Sq. ft. ) : 69. 3 sg, ft._ Y WALI. AREA (Sq. ft.) : _ N/A — IiEIGHT (ft): _ 20 ft. PROJECTION: _ N/A ILLUMINATION: YES (XX) NO ( ) COPY: Greenburg_Cascade Plaza= WF Warehoused Dora WF _ MATERIALS: _ Steel casing and a olastiC face EXISTING SIGNS:_ two wall signs SP 84- and A5-87 OTHER PERMITS REQUIRED: YES ( ) NO (X X) COMMENTS: This sign incicdes a readerho&rd nn hath Qidos sign ___ height cannot exceed twenty _L201 feet PLANNING UEPARTMENT All sign perm::s must be accompanied by cA Permit Fee: 35_0_Q__ scala drawing and plot plan. If work Receipt No. ' 24 ,55 authorized under a sign permit has not been Approsed By: &i completed within ninety days after Lhu Date: _ 7/17187 issuance of the permit, the permit shall become null and void. I CERTIFY THAI I AM THE ktCORDED OM!NER OF INC PROPERTY,OR- AN AUTHORIZED BY THE OWNER, J,A- APt' s Si( at Address Telephone Permit No. CITY OF 1IGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. r � SIGN LOCATION ADDRESS: �) rS �� C�' • (=1� 1�_1/P�� ZONING: NAME OF COMPANY: ' o - ,( , 1 - E'ff" u� ; l y 6111 de 49 Ton, - Z I t-// APPLICANT/AGENI � _ The City of Tigard imposes an annual Business Tax which must bs, kept current on all persons doing business in the City . Do you presently have a current Business Tax? r —T I PROPOSED SIGN: PERMANENT ( ) FREESTANDING ( ) TEMPORARY ( j WALL B LLBOARU_ SIGN DIMENSIONS: �b TOTAL SIGN AREA (Sq. ft. ) : U WALL AREA (Sq. ft.) : jE �� - �yr� .? "•� - HEIGHT (ft) : PROJEGI ION: ILLUMINATION: YES (�C ) NO ( ) COPY: Aid MATERIALS: " .� EXISTING, SIGNS:- 01HER PERMITS REQUIRED: YES ( ) NO ( _ COMMENT:• PLANNING UEP RTMENT All sign permits must be accompanied by a Permit_ Fee: %i' C. scale drawing and plot plan. If work Recei t No. : _ authorized under, a sign permit has not been improved B 5 completed within ninety days aftor the Date: 2- issuance of the permit, the permit shall become null and void. I CERTIFY THAI I AM THE RECORDED OWNER OF THE PROPERTY OR AN AGENT AUI�ORIZED BY 114E OWNER, Applicant' s Sign turn rl U �� Address Irdlephone DAS:bs62 Permit No.sl CITY OF 'IIGARD SIGN PERMIT APPLICATION The applicant hereby applies fur a permit fur the workindicated or as shown in the accompanying plans and specifications. SjIGN LOCATION ADDRESS: ZONING: NAME OF COMPANY: APPI...ICANT/AGENT•: The City of Tigard imposes an annual Business Tax which must: be kept: current on all persons doing business in the City. Do you presently have a current Business Tax? PROPOSED SIGN: PERMANENT ( ) FREESTANDING ( ) TEMPORARY ( ) WAIL � �� BILLBOARD ( ) SIGN DIMENSIONS: x Z � TOTAL SIGN AREA (Sq. A. f' 4 WALL AREA (Sq. ft.) : HEIGHT (ft): PROJECT ION: 3 i n CZ G s ILLUMINATION: YES (w) NO ( ) COPY: — MATERIALS: EXISTING SIGNS: -- i OTHER PERMITS REQUIRED: YES ( ) NO COMMENTS; Ilk Vic, z� PLANNING UEPARTMENT All sign permits must be accompanied by a Permit Fee: _ scala drawing and plot plan. If work Receipt No. : authorized under a sign permit has not been Approved B 5 completed within ninety days after t;he Date: _ 3 _ issuance of the permit, the permit shall. -- become null and void. I CERTIFY THAI I AM 'THE RECORDED OWNER OF THE PROPERTY OR AN AGENT AUTHORIZED BY THE OWNER. Applicant' % Signature Address Telephone DAS:bs62 .e CITY OF TIGARD Permit No. �/ SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: (` ZONING: NAME OF COMPANY: APPLICANT/AGENT: The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current Nusiness Tax? PROPOSED SIGN: PERMANENT (r'y FREESTANDING (� TEMPORmRY ( ) WALL ( ) �� ( ) SIGN DIMENSIONS: BILLBOARD ��- ly TOTAL SIGN AREA (Sq. ft. ) : S WALL AREA (Sq. ft. ): HEIGHT (ft) : 0 dam PROJECTION: ILLUMINATION: YES ( • ) NO COPY: / �S�a /E -Z e-� MATERIALS: EXISTING SIGNS:– - _ OTIIFR PERMITS REQUIRED: YES ( ) NO COMMENTS 600 PLANNING UEPARTMENT All sign pern,its must be accompanied by a Permit Free: _ scale drawing and plot plan. If work Receipt No kuthorized under a'. sign permit has not been Approved By. completed within ninety days after the Date: � — issuance of the permit, the permit shall become null and void. I CERTIFY THAI I AM THE RECORDED OWNER OF THE PROPERTY OR AN AGENT AUTHORIZED BY THE OWNER. Applicant' s Signature Address Telephone DAS:bs6S! v � � r J uj UJ z Ll J wr - - DDD C� 17 s `J 0 R u N N N20 r\ \ r�--"- o m z \. 1 N T 0 R Z �o 1 ,\f rLkj � Q LL I SJ � d I� I d ft w Y .�. I• .•I �I m z i m Cr, 0- Q lj co J �v � V v Z 1 z jai L. � jr�1i I 7C l; \ \.I 4 k 1 1I r�J r bQ INA) Zd W _ Q .. W LL 1 W,t 0 W- 'i wtiU' ma LL _ uj - Za _1- 1/1 Illrn ,l,`r �� N rn [C ' Emcn Oct cc'� v z" W T Z vv wu ~ W� � o cc CO 1. , t `ter ;.' •� W 01 I INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 I y Tigard. Oregon 97223 Phone: 839-0751 /7 Type of Inspection _ 1�A– E ? -- Date Requestod— _ Time ____..-_.... A.M. P.M. Addi c: _ `L1 � —04 2–c-A _ Permit Owner --� �Lr�:N -t�.a-'� //l7 D,e�.r�_L Lot #--- – Builder –._� .�_ 1r�7i4sv rittA-- The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector ------ �_ � Disapproved Date CALL FOR REINSPECTION ❑ YES a NO WASHINGTONCOUNT I � EvTI A N5' C R DEPARTMENT OF LAND USE A D TRANSPORTATION PERMIT _ NO. IOR INSPECTIONS CALL: 540-3561, 24 HOURS FOR INFORMATION C L: 640-3470 � � DATE — ADDRESS t �� .� t� ('�k £ s PERMITEE r DIRECTIONS PHONE NO. BUILDING MISCELLANEOUS PLUMBING ELECTRICAL ft9 post/beam nail mobile home grQu0t1._ r' rain � temp service fdn frame apron/ wood stove post/beam orm rr cover F service sidewalk slab insul FINAL solar top-out INAL - FINAL qas tes OTHER APPROVED 4.J NOT APPROVED REOMSTED INSPECTION LJ REPAIR AND RE-INSPECT KPPROVED HOWEVER NOTE: STOP WORK UNTIL: I ILI L,,V�* W"PLCTID BY DATE _ JWASHINGTON COUNTY INSPECTION CARD ) DEPARTMENT OF LAND USE AND TRANSPORTATION PERMIT NO. FOR INSPECTIONS CAIL: 640-3561, 24 HOURS FOR INFORMATION CALL: 640-3470 �I OAT[ \ ADDRESS YQ_ (c- `� l ` PERMITEE ' �- �� t� DIRECTIONS PHONE N0."� BUILDING MISCELLANEOUS PLUMBING ELECTRICAL ft9 post/beam nail mobile home nc, a n drain temp service fdn frame apron/ wood stove /� post/hpam storm sewer cover 6 service sidewalk slab insul FINALsolar top-out FINAL FINAL ges test OTHER --_- _ _ _ _. APPROVED NOT APPROVED REOUESTED INSPECTION a REPAIR AND RE-INSPECT APPROVED HOWFVER NOTE: STOF WORK UNTIL: , 4 INSPECTED BY _ DATE _/r 1 JENSEN KRAUSE SCHOENLEBER Associated Asch sects PC AIA 1962 NW Kearney Street Portland Oregon 97209 503-227.5616 July 13 , 1957 �I Lf'0 Craig Schommer & Sons J�NSEN KRAUsE 3 .29 N. E. Sandy Blvd. ac�v�NtE�EA Portland, Oregon 97232 Re: Warehouse Floors Change Order Request No. 7 Dear Craig: Please quote the change in the contract price with an itemized breakdown for the following revision: 1 . sheet ��.�etail 1/L�_Figgr Plan: Extend the new 10'-0" wide concrete walk and curb combination located along the north face of the existing building farther west from where shown to 5' west of building Gridline "10" for ±35 feet. Match finish texture, color and joints of the new walk just pouured. Add/Deduct $1,419.00 � I Ver truly yo�tfs 1 No an E. Kra e, AIA NEK/r. r cc: Richard Paulson, Sr . Principals John F Jensen AIA Norman E Krause AIA George L Schoenleber AIA Gerald H Williams AIA Jerry R Baysmger AIA w JENSEN KRAUSE SCHOENLEBER A51,00alea Archltecls Pr- j, r, 1962 NW Kear^ey Street Portland Oregon 97209 503-227-5616 206-F21t-6866 July 13 , 1987 Craig Schommer A. C. Schommer & Sons 3429 N. E. Sandy Blvd. Portland, Oregon 97232 Re : Warehouse Floors Change Order Request No. 8 Dear Craig : Please quote the change :.n the contract price with an itemized breakdown for the following revision: 1 . She_et- 2_.�=_��fs_jj_212.__W_E_j[l_�;e ted-F1-o9k._P1 a� Sheet 3 -- ldirig: Veneer the exterior exposed portion of the existing concrete pilasters of the second floor located on Cridlines "F-4" , "F-5" , "F-6", "F-71' , "F-8" and the two on each side of the windows on Gridline "4" and those of the first floor located on Gr idl ines "F-A", "F-5" , "F- 6", "F •-7" and "F-8". Include the alcove walls and ceiling with the column on Gridline "F-7" located at Door 107. The color shall match the paint color called for . The texture shall match the texture of the existina concrete fynish. A.dd/Deduct__------------ _- -- ---- ----- Ve y truly y, rs orman E. rause , AIA NEK/rr cc : Richard Paulson, Sr . Principals John F Jensen AIA Norman E Krause AIA George L Schoenleber Ala Gerald H William!, AIA Jerry R Baysinge AIA s WASHINGTON C TY PECT�ION CARD DEPARTMENT OF LAND U AND TRANSPORTATION PERMIT NO. [OR INSPECTIONS CALL: 640.3561, 24 HOURS IOR INFORMATION CALL: 640-3470) DATL ADDRESS I C� J "" PERMITEE. _ ' 1 n E_ _ DIRECTIONS �V V/]1_ �Xol7/l� ��L PHONE NO BUILDING __ MISCELLANEOUS _ PLUMB _ ELECTRICAL ftg post/beam nail nKihilr home mound rain drain ,�r � 'temp service fdn frame apron/ .� + wnod Stove (ost/bnam storm sewer cover 6 service sidewalk slab insul FINAL solar top-out FINAL FINAL qas test OTHER —_ ►�� '7�^ (l�ti LG C'?1 ----- _._ NOT APPROVED DAPPROVED REOUESTED INSPECTION EIAPPROVED REPAIR AND RE-INSPECT HOWEVER NOTE: ❑STOP WORK UNTIL: INSPECTED BY _ _ � sw JENSEN KRAUSE SCHOENLEBER A�,souatrd Architects Pc, AIA RECEIVED 1962 NW Kearney Street Portland :lregon 97209 503-227-5616 206-624 6f,' .JUN 291987 June 26, 1987 d.C, ' ' ,^r-lc;d "o-n-%Inc Craig Schommer 1 41< ` A. C. Schommer 6 Sons ✓ ��j� 3429 N.E. Sandy Blvd. E,j�, Portland, Oregon 97232 Re : Warehouse Floors Change Order Equest No. 6 s� Dear Craig : Please quote the change in the contract price for the following rfvision : I . Sheet 5 -- Detail 8/5, North Elevation/Existing Building: Revise the north exterior wall and elevation between gridlines 7 and 11 per Sheet R-11, attached. Add/Deduct ($1210,00) 2. Sheet 5 -- Detail 2/5, East Elevation/Existin!3_3uilding and -�etai 5i 5, Sou- east Elevation/Addition: _ Revise the east exterior war, and a evation of the original wall above the roof of the new addition in the vicinity of gridline "E" and the southeast exterior wall and elevation of the new addition bewteen gridlines "C-C" and "D-D" per Sheet R-12, attached. Add/Deduct (s <"61 .00) Please provide a detailed breakdown of costs for each item. V ry truly yeL S, ��- an us PIE, NEK/mj Attachments : Sheet R-11, Front Exterior Revision (dated 6/23/87) Sheet R- 12, East Side Exterior Revison (dated 6/23/87) cc : Richard Paulson, Sr. Jim Smith Brad Roast Principals John F Jensen AIA Norman E Krause AIA George L Schoenleber AIA Gerald H Williams AIA Jerry R Baysinger AIA a Z Cc'i L a'j` - �,� m 4 A o n Iv R� I" - NJ 7-- w - m 1 71 AN r C Z _ x � Z- F,a s, I f---}--}---- — — —_�— --�--- -Y I GhWNGE oRpE� fZE-q�.S? � �� `7 JENSEN KRAUSE SCHOENLEBER FI[>NT EX11MOIC r-EVI! _-yam A� �1b ArcnMcb fC AN — -PPiTIONS QAL-7; nTiWS FO[c �� a..--�` �44MH11O' LXPEFL.a '0a=S f.W, 4qRE&4 KP, i L91 ti I f 22Cb N4�h'3�10 azr�fL /79 SGA �mf`��2Jh Sri's SGQ0, .tp-lLE-.a a � � � t T I I Till 72 uZ d 7 I ~ ti t- DIN o i VIA," 41Fw - ;� Z .. Y I Ic•J c.J. �J F,o•5 G'-o''Thr. r...� Jif, P6 SriAJ�J, I G-A�T �� EX'rE210�L tZ��ItSIyrJ M'''Tu�+ pM,e��T�, Re�1s1r�., �rT,a-i�• LAIL L� cOL.OR A.� I _ - ---- � - A��T� N S A SHO i•J rl vF\Y, -1 — - - \\' .JAW- S"fEP CCK TO 3C-. PeZ 'i*-P. ____.-------Ir�v�-i pIM, e FKoiU-r 2 eAs-r s re ,t,-- Y.-Te r.ICc. pp-,v 15l oI J 11 1 .7M vH*T. I' 5 F09- Cr H69- 1401ES, JENSEN KRAUSE SCMOENLEBER EPSP �x1, ��SIo�J �w.fl.n,1rcIM.tM IY AM � _ Arp 11CC''t4C, (��AL."T�}Cfi.g7��► t ea Mw K� l f►.., � IW 7G �w�tr-eei� i✓�rJ'�J S A,1,L1 �1�r7 —dC/-�--- T i 01 l LL 3 CF I tfi b'1 4 JENSEN KRAUSE SCMOENLEM4 Associated Arrr,tact% PC AIA 1962 NW Kearney Streat Portland,Orego-i 9?209 503-2275616 206-G24-681" June 26, 1987 �`- 4 •J I. Craig Schommer 04 �o A. C. Schommer 6 So=is fEA'Se ti 1 iJd f / 3429 N.E. Sandy Portland, Oregon 97232 ,N ARq�sF Re: Warehouse Floors SCa�E��FI�r Change Order Request No. 5 Dear Crain : Please quote the change in the contra( , price for the following revision 1. Sheet 6 -- Detail 6/6; Section a. Wall : Provide amparoo ing on the exterior face of the concrete stem wail from a point at gridline A-A and 1-1, along the full southeast side and extend around the southeast corner in a westerly direction to a point 10' west of grid 2-B per Sheet R-9, attached. / Add— I )an ,L Pierovide a detailed breakdown of costs. ery truly you , a r e, ' NEK/mj Attachment : Sheet R- 9, Foundation Wall Furring (dated (./22/87➢ cc: Richard Paulson, ir. Jim Smith Brad Roast Fnncrpals John F Jensen AIA Norman E Kra•rse AIA George! Schoenleber AIA Gerald N Williams AIA Jerry Baysinger Ale ' I.I r I I GOL-LLJI'N FURRIW4 MEYONp, SEE I¢•0. I —'T•'�• 1•��.L.iMr�) L3E�oNt7 AGE If•D, I I ' I � I I I I (#I,M16. srrjas a Iu" O,L. I i' 4 P.T. F►JRI�I NG, GarJ? o,! mor. tz z SEE F�Gt�4 7.4, 40-JLJHW W! F6A TF4,-e pa R 8 �,�� ,��iZ � � W•�l.F -SSE IA/b I _ . PIN_FUS. L-,N;E 'ry , I b' Q4. - _ Gal�. i�.h1GFiG�S. f L-V- �t r 4) Isle, I 3-o O.L, ACX• I,la+.4- -- � A.G. h�:A�ci S D�HYDIte►i�i.E f.• MAS C. AS �.npc'iJ rtc..7 FAJNGit.7lOr.� �� hl.�. e,f;Al.E GD. -rwr Jp o2 'TI?1J;.JE61. .A4--e..!f ONE C4AT MIN, 7r 144'JS4S. FOO-- cls• IC12;6 r TO Co' 6' J FIN. Fie. L i IJE. �� I f5/8, I q/8�ZD/g�2;/'L'� FU2 SpEU F I G t�kJrEj,� l71►`1EI��1O�.I•'a �• i�I'J FOv►Jr7A'TIO� � �. ��I�Jtr, x•01 I,h„: ��.pr� •TH15 pE��.l` MODIFIES: IF��'� ^ ��I/8 � ZGVB, � 2 i/P>. G�rJG,E aE�Ei° #y, &NSEN KRAUSE SCHOENLEBERPC m �OJJDs' ;pr•� tiJAV.` FUR�IJti, ,esv�•r�v�s�,a�.TreWraJS nae. � p o� tin$ I•�) �oU4iE F�GL�I�:<s fes' I June 26, 1987 Clarification No. 7 to Plans and Specifications for Warehouse Floors 10855 S.W. Greenburg Road Tigard, Oregon Jensen Krause Schoenleber Associated Architects PC AIA The following items are flor clarification and/or revision of the Plane and Specifications and hereby form a part of the Contract Documents. Architectural Drawings 1. Sheet 8: a. Details 18/8, 19/8, 20/8, 21/8 -- Footings : Revise the alternate No. 4 bars at 3'-0" o.c. from bent 900 and hooked into the footing to a 1 /211 bar anchored in the foundation wall by coil anchors per Sheet R-9, attached. b. Detail 19/8 -- Footing : Remise the height of the foundation wall above the finish floor line from 11-611 to 12". c, Detail 22/8 -- Footing : RW-vise the tooting between the columns from a turned down slab to a continuous concrete footing and stem wall per Detail Sheet R-10, attached. Add the following drawings 1 . Sheet R- 9: (attached) (dated 6/22/87) Foundation Wall Furring 2. Sheet R-10: (attached) (dated 6/23/87) end of clarification Ili I.I (,906jNL �T 4, ~ — ---- Co�..jrlt FjzRtr.141 f!F-YOrJD, SEE R•8, -r.4. (�O"H rJ R E'(O NR SGB K.b. i I d,G, TU A6.ielr4 =� Z L I T -- I 13A6;-; 6 •SEE Iv✓b __ r-,N, Fes• � �.:� 4F B 5Aff�p C-0 c3a�a I � DCL pAr'1pQ.;z,.J 1=CZ� ►�.Jd,�.�-� J CD - A.G. r,v�,.1S Dfc.r1'(Drt�,',:�Ja r ' —y. is L. M.a�"IG. AS '�i�..�.��,c.c.+J2?•.:Z Fco- GI�. c,rz ?u . NE. �� io�e� �°�/b,;o/t3� 2�/t'� Fc� �E[-,SIG r�ES� D r�'rJJ;,lpr�;� � �,,'J• S,c...6-. J JENSEN KRAUSE SCNOENLEBER S A•.a.Ntl A cl.l.ct• M AY A?v^ T•d J5�- ,O..r E.LIi;i crrJS Nc¢' � 1862 MY, (;moi 60322>-1816 065 f.�.1. G� '-��JAI 27, �lTI1AfL7�p?�=tG�.� '1-rZLZ C IA"lsl FIN. FL-F, LIrJE G 3/k -SEE A'M JJ h S4rz vez?s. ® 18"c,c , -Ex-r&J d I N"rO F-L O= 4.,L.45 31-0111E5 *5 13AL HOILIZ, WN't, 4 N LGY,.�I,TIUf��S: ON ei ZID LINJP,AA r3F.'f wF�J elol DS 1.143. orJ G,eID LINE 'F GOr.I'j I N LJ OU fCCJ'T'G,, T6Fr.1 !_CJ�LUMIV5 y� zZ/o Fo� Aavl�►or�,� INFoI�r�A'11�rJ, A NSEN KRAUSE SCHCENLESER .rr,N�oUS APv�Tidr.IS 4P-1 lC9J+'TlO*4S For.; 1ee2 Mw K.n.,er.,, i.J ARi HGuSE FbG�r= eoa-::r-ee,e 108sv 9.w,e.,fte %uE4 PW, '1*---- ?ib1�C0� OfiElyoN q'TL23 GltsTgl WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.W. Blanton St. • Alcha, Oregon 97007 • 5031649.8577 June 25, 1987 Mr. George Schoenleber Jensen, Krause, Schoenleber, Associate Architects 1962 N. W. Kearney Street Portland, Oregon 97209 Dear George, RE: 7000 sq. ft. addition for Warehouse Floors 10855 S.W. GreerTbri,Y-Road, Tigard A fire and life safety plan review was conducted on the above- captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC) , Uniform Mechanical Code (UMC) , and the Uniform Fire Code (UFC) as amended by Washington County Fire District' s Ordinance 86-1. Plans are approved for construction subject to the following items. 1. Corridor Construction. Small corridor located at the southwest corner of the new addition leading past the restrooms shall be of not less than one-hour fire resistive construction. (UBC Sec. 3305) 2. Fire Resis, lve Doors. Doors x'505, 124, 1?5 , 126 and 127 shall Te self-closing twenty minute fire resistive door assemblies equipped with smoke gasket. (UBC Sec. 3305) 3. Exterior Exit Door: Hardware for the exterior doors and key- operated deadlocks may be permitted where there is a sign posted on or over the door reading, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" in letters not less than one inch in height on a contrasting background. (UBC Sec. 3304) 4. Double Door Hardware: Where exit doors are used in pairs, approved automatic flush bolts shall be used on the secondary leaf. The door having the automatic flush bolts must have no door knob or surface-mounted hardware. The unlatching of any leaf must not require more than one operation. (UBC Sec. 3304) STOP FIRES—SAVES LIVES Mr. George Schoenleber ,lune 25, 1987 Page 2 5. Firesto ping: In all wood-framed wall and partitions , fire- stopping consisting of 2-inch numinally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accom- modate wiring, plumbing and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passaSe of flame. (UDC Sec. 2516) 6. Mechanical Equipment Approval : All heat producing and elec- trical equipment and appliances installed in conjunction with the construction or occupancy of this project must be approved by Underwriters Laboratories, Inc. or other nationally recognized testing agency and installed in accordance with the testing agency's specifications . (UMC Sec. 502) 7. Address Required: The tenant space number must be prominently misplayed on the street front where it is readily visible to drivers and officer, of responding fire apparatus and other emer- q•!ncy vehicles. kUFC Sec 10.280) 8. Fire Extinguisher ;c quirements: Not less than one approved fire extinguisher sli with rating of not less than 2A1OBC shall be provided for each 1 ,500 square feet of floor area or frection thereof. The travel distance to an extinguisher from any portion of the building shall not eAceed 75 feet. (UFC Standard 10-1) 9. Automatic Sprinkler Plans: Plans referred to and examined by this office contair no provisions for the alteration or installation of auto�iatic sprinkler system. Not less than three sets of planF for the installation shall be submitted to this office for approval prior to installation. 10. Approved Plans on Job Site: One set of approved plans bearing the stamp of the WasETng'on County Building Department and this office must be maintainEd on the project site throughout all phases of construction and must be made available to building and fire inspectors for re;-erence during regjired construction in- spections. (UBC Sec. 303) 11. Inspections Rc uq iced: Inspection and approval of construction by a represFntative of this office is required: (a) prior to the cover of aiiy new framing elements following the installation of all utili-4 runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occu- ancy o` the tenant space. UBC Sec. 305) KRA A Mr. George Schoenleber June 25, 1987 Page 3 12. Required Occupancy Certificate: Prior to the rise and occu- pancy of the project space , a certificate of occupancy or other written instrument of approval must be obtained from the Washington County Building Department. (UBC Sec . 307) If I can be of any further service please feel free to call me at 649-8577. Note to Inspector: This will be a 7 ,021 sq. ft. addition made on the east end of the existing warehouse floor building. Construction is 3N housing a B2 occupancy. `sincerely, WASHINGTON COUNTY F RE ISTRICT NO. 1 Gene Birchill Plan; Examiner kdd cc: Tigard Building Dept. Inspector Bob Ray P.O.Bit 2377 CITY OF TIG.ARD PLUMBING 'UZ SH Hu M1d. b"„�„ - PERMIT , NIMH dDevalopslsnf 6 - _ Phltllbltl�hffflN tv�. _s 3`� Amrwa pN gpmm 'r� y OIM51♦21di0 QUAK PUT, Job Tax Lot y ,� Map.N0. i S i- 3_S' PC- L FtXTURE8 Lal 8lorlc BubdNMon Sink a Hama of Lavatory - - - 7.50 Tub aT64kShower(:omb. 7.50 eaa ShowrK OMY 7.60 1.60 — Owner ,kyr— Dishwasher 750 Phone Garbage Disposal- --- _ 750 Washing M*dvne - -- -- -- 1.50 — Fbox Drain 7 50 - mss Ph" Water Healer --- 7.50 Oca)pant ay/SiaN np Laundry PWom Tray -- - 7.50_ — Urkw _ 7.50 _ - M aster fl+rkrrm(Specify) 7.50 _ ` 7.60 211-%Fvxi 7J0 -- ConVmclorWSW jJ0civ am Tax No LANWIS Sawwr 1M 100' 30.E Raft BkW Board -- Swe pkr�kZm Bower-"Adds.100' 16.00 Wrat Se.Na 10 100 1 h�eM ar>wrtowrclps 1t11tt 1 Qtara tltad thlaapp�oasor ttti r+a k+ilorlmason WOW Sarvfoa ea AddL MD' 9ovign is r m 911111111 iLwl wplsisftb ti M Vw ftft 4sti5 Wb Some.meld alga Sk"A Rain Drain 13t 100' S0 00 have a ars P--"w/oafw Mir ills frma0ms"a we am, to N y4rnbk wak tall bs dons in m00011Mf10-v fll s;;-, -- p wAsim d Or♦ 81am a PNn Drain Addt_100• 15 p0 (tor+Rwbad S1 Ups,CMpwn 441 ane 61113,rd appaowbM aoeaa find ti game 15.00 no NO w8 be m daaa LLos+gsd~0A9 AS.N w"v*c+'' Mdt!bw Prmamldon Stara na91 r 10 vilMs ala owma bttllft* nirAOe or Ar#Ptolltlen t�rrtr+a ?AD Homea wlm-,!---,r i11t Lipp ills paitl6t�f M d► — .ab.dsoer+►slaAlbMMtola� w4LRlr �ryTlapaWrsMNa 0111 oaiwtissaN StIflMllrSi t-/ 41M0►t>ron tw fa fROrr� _ 7�0 Ir'dLAI]sMn � _ Dab "OA 'riak f'11(� ripe+►O btletlnq fess d 2_ - .2. w•4 fk I a Oft wl»e --- r JENSEN KRAUSE SCHOENLEBER Associated Architects PC AIA 1082 NW Kearney Street Portland, Oregon 97209 603-227-5816 2G8-8; •esees TRANSMITTAL NOTICE Warehouse Floors - Permit No. 6594 Project Date June 24, 1987 To Craig Schemer A.C. Schcamier & Sons 3429 N.E. Sandy Blvd. Portland, Oregon 97232 The following Items are ® enclosed L being sent separately via — No. of copies Description 1 copy Clarification No. 6, dated June 22, 1987 For your Information ❑For approval: return signed, approved copies or copies approved as noted. ❑For your use ❑ For review/comment: return _.__sets of comments and marked review documents. L.)As requested ❑For coordination: Provide comments to: Remarks cc Prichard Paulson, Sr. Jim Snith Brad Rust Al Kenney By --- Norman E. 'Crause- _-. — .-m BUILDING PERMIT � PPLICATION DATE--__� szc�_ t9_. "L 6816 �i T"E UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 233-1026 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE -- LOT NO. 900 OWNER 1]:'Qt11C?i1:3C JOB ADDRESS %; ^.,' ( r r, ARCHITECT ,Tpn ,en j,causu 6 C �1immx:r & �C:l::' ENGINEER BUILDER fl . : _ ADDRESSDESIGNER >r-hon.wlober 227-561�51� ----- - - ---- STRUC..IRE ❑ NEW I REMODEL 11 ADDITION ❑ REPAIR (-I RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION C! FJ RESIDENCE CICOMM ❑ EDUCATIONAL ❑ GOV'T ❑ REL,GIOUS ❑ PATIO FJ CAR PORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUP..NCY _LAND USE ZONE _ ��: BLDG.TYPE FIREZONE—=="PLAN CHECK BY _QCT HEAT Construct c»Wition to oxinting building. _ (Shell Only) SEWER PERMIT Mi OCC.LOAD FLOOR LOAD U%M(;QIGHT 15 _NO.STORIES _� AR-.-A 6663 NO._BEDROOMS VALUE 200'000 ', BUILDING DEPARTMENT J SETBACKS FRONT 70 _ -REAR 24 LEFT SIDE 40 RIGHT SIDE -- Permit r 68"00 1 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING 5 REGULATIONS AND ALL APPLICABLE CODCS AND ORDINANCES, AND IT IS HEPEBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLPNS AND SPECIFICATIONS AND IN COMPLIANCE WC11 273.7-U— WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 27.32 LICENSE.SEPARATE PERMITS REQUIRED FOR SEIIVER,PLUMBING AND HEATING. SDC Total , BY . . PDC# DR WNT A 406.;)6— Receipt No. 4 a .k ADDRESS Pproved �� AD RD ESS / PHONE DATE INSP. TYPE INSPECTION itEMARKB PLUMBING DATE Lfv7 !'oivo Contractor -7 -- _ski Permit No. - - / —\ J 47 7-S i caG^�v \ t$��+lt� L� Rough-ins - `r CSW .1/7 diatur Final 7=SU /�/1 �Cr�-�t 1 IC �v HEATING — — - Permit No. ��.�LG�Z'U �/ Gas or Oil — -- — "&t - rrnuii d.�dj .1C, p� saws" ry incl --- L>r 3 r �; ` DRIVEWAY Final Storm Drainage ---- - --- - ------- -- (Rain Drain)Final — 'Sidewalk — -`--~y -- _ Curb&S!rest Final _ ._ __ Approach --- .. BLDG. DEPT. FINAL TEMPORARY T CCRTIt 1C ATE OCCUPANCY — CERTIFICATE OCCUPANCY I Final Landscaping Zoning Final ' t t !i June 22, 1987 Clarification No. 6 to Plans and Specifications for Warehouse Floors 10855 S. W. Greenburg Road Tigard, Oregon Jensen Krause Schoerileber Associated Architects PC AIA The following items are for clarification and/or revision of the Plans end Specifications and hereby form a part of the Contract Documents. Al-chit ectural Drawi�ge 1 . 15-h Ykt-2: a. DeLaii I, -- Tenant Add_ltiojiL Foundation an�oor Pian: Revise the location of retail 19/8 on line 1-1 and between B-B and C-C from where shown to within the first 4" offset on Gridline 1-1 and between C-C and D-D. b. rutin Sgh -dujg : Delete Footing "M" in its entirety. 2. .5hee__3 --- Detail 1/3. Floor._ lan - Existing Buildinca: Add a "Manager ' s Office", Room No. 16, per Sheet R-6, attached. 3 . Zhekt_$ ••- Details 18/8, 19-18. 20/8L and 2i/8.Eq ting Details: Revise the thickness of the stem wall portion .located above the finish Floor line from 6" thick to 5-1/4" thick and provide 3/4" P.T. furring at 16" o. c. on the inside face per Sheet R-9, attached. 4. BI&R-t-9-_-- r1. i sh sche-dul_e- : Revise the finish of "Warehouse", Room 13, from no finish to painting the underside :)f thA roof sheathing and structure and painting all the walls and all `-he doors per Specification Section 09900. 1. Sheet¢: (attached) ' fated 4/9/87) Manager ' s Office .'addition 2. Si eet F71 : (attached) (dated 6/22/87) Foundation Wall Furring end of clarification 6 1t'-o" Y.1/+.LLS Z x,STi.�S ;�)•z r(i FI�rAM I Jd ST FAA Ib"act W/ 11[ (MIN,)AYr,, 60, �n210 �- _ E E�►, 4.IoE.-Tyf u — W%VE9�b1� ►•'iG,l2. ;o IN CORS IS SHOWN, ICo O 1" .4 N Lxr'iT F.,wr Jgr6, ` - -- SivE..i(�-IT `3 - 4 TrJRE th,-TIF,, 121 r EL-WT. 13A►SE M06JLO E 4'•0' (rp.0 Z./i"A. - 3 re�PTA-I• V461.L.*> u/au-r6 ETfv AA, .11TWOTH - ---- to.I,K9Th � 0 p,NrTi 4 b NORTH 1/8 OA I''Ale.T14L F��I�IG p�J .j, � f¢EFLF.dED G:�,, I�I.�I E , RG __-- 40%-PIL I'bT• ~H1TU-T,' - - -- i � /4 F640%7 Gm.•AES : o Li '/4' _..R+J(3bEK ('!,^SE - - - _ ----- �� H,n Ft'.e+1E K.V. 045 L'eEuEo NORTH E�F�/ATIOrJ _- �Dl rrJ�'iT� �sOu?H Et.E�A'►IoNS HITL-, F-Aw is w 1 Yr, — - POOR r IS FINI rp "Ait IGF PE TY : „D, -- _ _ SALE : 3'•G'Xi-0 x 13'4' FI.G101� EXIS7G, CDS lG, U/cul IM" _k4Au.S %s"MINJ.4YP aP -"AhEDT 2i4 5*JDfIF ' - FI1JIy1I 1 ENAMEL %6-N PW df rA WES>RdL DT6. OFr- L1011% T(`^1CrG►,ID.i►C(v.! HEP,D (CACM I .1Wia vT►.. cEiLl0ej war, (THIS .'H1) E �!�:Ap ap L;A".,L a 1 r'1GI�.. OF�IG� ADDI?IDt.I IvIC?�', 1"'1�C.H„� �.L�G'i, � fvli°RINKLERING� OE.St�NF.l7 d INWALLW Of GON r4ftl m, -- LEM KRAUSE SCHOENLESER Mor O!wn E APprT I ONPC w APPIT10SSO 4^-"m&, T,ON6 't0: " ' WA4HOU5E B=Kfb i.liGuNE qK T,4, 1 —co6, N FURRi PJ4 avf-OWD, SEE R•B, I a iCo` o,�. I IIII ` I LL L � 'T . eZL4-JM14 GJ� F.A75-6,S P,5 PN. FL-tr- � 18'• i . 1'. �kp Cal) r ,� pc., -5Ec � A�.k'a�� fink'- h`�K'�I•'G _�j4s �=G'•' �d'1,''.' ?' 1- M ec Lc �5f'f c L AS !`ic.rJJFi�G"'J RF..;� ?RO;.JF..�. �J'I�i..Y O��E• G4aT MlN. 'frljc4rJE66. FIW' Pjt . I.I G�V,,d,7E ?D (� 6E�th►J �irJ. F6Z. L i NE. Iq/b,20��2 /try FCC �'E-:-�G ►J�sEs� D1 r�1 JS100;, d i FDu Qr2AI10tJ 1•.AW►�.►� �� JG, IQ �} 1117" '. I .0 if Trt�� t '�1.- NSC F►E5 ale) ., �/8 , 20/x, a 21/e,;. Gt.�tZrGiLl�;,O'.J �Co JENSEN KRAUSE SCHOENLEBER 06"' F1 jM.'.lti, A�4e A.ft" K AL. �D T CJS ,Ow.-f5gATrONJ5 M2 Ma,'..'1, WAt do G FL4:noIeS e71:77-6e,e 10655 �l,�.J. L,¢�E�JI3-�f�, D, 'fl�rzd Ahe��Gi J pi'1 Z L 3 Go I2""� 31` d JENSEN KF:AUSE SCHOENLE@ER Assoc aled Architects PC AIA 1962 NW Kearney Streei Portland,O egon 97209 503-227-5616 206-824-F865 June 19, 1987 Mr. brad Roast, Building Official City of Tigard 13125 S. W. Hall Blvd. P. O. Box 23397 Tagard, Oregon 97223 Re : Warehouse Floors 1088: S. W. Cascade Blvd. Plan Check Items Dear Mr. Roast: The following i=, our response to your plan check list of the above named project dated June 17, 1987 (L;ee at►.ached copy). Each item is addressed below in the order listed on your checklist. 1. Structural. frame elements within exterior walls are required to be protected against external fire exposure as required for exterior bearing walls. Exterior non- combustible bearing walls may be two hour fire resistive where openings are permitted. This will apply to front and left side walls (Details 5, 6/6) or move columns behind (inside) exterior walls. See attached Change Order Request No. 3 for column fire proofing as called for. 2. Hallway T-2 shall conform with requirements for a one hour corridor. Falls of bathrooms T-3 and T-4 shall be of a minimum one hour construction. Doorr, 10.5, 124, .125, 126, 12.7 small be not .less than 20 minute rated, self-closing with smoke gaskets. See attached i:ijang; Order Request No. 4 calling for the 1-HR wall and 20 minute fire rated assemblies of the door listed. Principals John F Jensen A'A Norman E Krause AIA George L Schoenleber AIA Gerald H Williams AIA Jerry R Saysinger AIA June 19, 1987 page 2 Mr. Brad Roast, Building Official City of Tigard 3. Exit Door 104 shall be equipped with panic hardware. This door, per A,dendum No. 2, Item 2-b, attached, calls for hardware type 4 which includes an exit alarm ECC-230H which was agreed by phone to be acceptable. 4. Exit sign shall be located above Exit Door 104. anu 5. Emergency l.ighti.nq shall be provided in hallway T A. C. Schommer & Sons will respond to these two electrical items. 6. Exit doors from addition shall be equipped with panic hardware and exit signs above _IF occupant load served exceeds 50. The panic hardware, as we discussed by phone, is not required by the code. r A. C. Schommer & Sons will respond to the exit sign, which is an electrical item. 7. Vapor barrier required under slab. The vapor barrier, as we discussed by phone, is not required by code since the code does not require that the floor be insulated. une 19, 1987 page 3 Mr. Brad Roast, Building Official City of Tigard 8. Energy ca:1,7ulations are required, or statement of. compliance With Chapter 53 for Exterior envelope, HVAC and lighting by architec and/or engineer(a) required. The engineering of these items is the direct responsiblity of A. Schommer & Sons and they will respond to this item. 9. Soils report required for footing designs exceeding 1500 PSF soil bearing value. The report for 2000 PSF, as we discussed by phone, is acceptable if we submit a letter verifying 2000 PSF was used on the existing structure (see attached copy of a letter by Lee Engineering, Inc., dated February 25, 1987, confirming the use of. 2000 PSF at the existing structure. ) 10. Specifications for "TJI" roof joists are required to be submitted. and 11. Submit specifications for staples _If used in lieu of nails. The specifications of these items as required will be submitted by A. C. Schommer & Sons. June 19, 1987 page 4 Mr. Brad Roast, Building Official City of Tigard 12. Suspended acoustical ceiling shall have seismic bracing for both lateral and uplift. and 13. Suspended light fixtures shall have minimum two 12 gauge mire ties per fixture. UHC STD 47.1813. These two items are in the contract in Clarification No. 3, Page 7, per Specification Section 09510 Acoustical. Ceilings, Items (3.2) (D) (3) and (4) (see attached copy of. Clarification No. 3. ) 14. Building address numbers shall be provided prior to final inspection. The building address numbers will be provided directly by the Owner. 15. Separate sign permits are required. All signing is handled directly ty the Owner. These permits are to be obtained by the Owner ' s sign company, June 1.9, 1987 page 5 Mr. Brad Roast, Building Official City of Tigard Thank you for helping us resolve these items. If there is anything I have overlooked or that you may r :ed clarified, pleas do not hesitate to call. Si cerely, 1 1 Norman E. Krause, AIA NEK/rr Enclosures: (1) Copy of. City Official Checklist, dated June 7, 1987 (2) Addenaum No. 2, das ,-d May 8, 1987 ( 3) Change Order Request No. 3, dated June 19, 1987 ( 4) Change Order Request Nil. 4, dated .Tune 1.9, 1987 ( 5) Clarification No. 3, dated April 7. 1987 (6) Soils letter by Lee Fngineering, Inc. , dated February 25, 1,137 cc: Richard Paulson, Sr. Craig Schommer �.s � .0� CITY OF TIGA RD June 17, 1987 OREGON 25 Years of Service 1961-1986 Jensen Krause Schoenlerer, PC, AIA 1962 NW Kearney Street Portland, OR 97209 RE: Warehovse Floors - 10885 SW Cascade Blvd. (Addition, Shell Only) Gentlemen: A plan review was conducted on the above referenced address. The following shall apply: 1. Structural frame elements within exterior walls are required to be protected against external fire exposure as required for exterior bearing walls. Exterior non-combustible bearing walls may be two hour fire resistive where openings are permitted. Thio will apply to front and left side walls (details 5, 6/6) or move columns behind (inside) exterior walls. 2. Hallway T-2 shall conform with requirements for a one hour corridor. Walls of bathrooms T-3 and T-4 shall be of a minimum one hour construction. Doors 105, 124, 125, 126, 127 shall be not less than 20 minute rated, self-closing with smoke gaskets. 3. Exit door 104 shall be equipped with panic hardware. 4. "Exit" sign shall be located above exit door 104. 5. Emergency lighting shall be provided in hallway T-2. 6. Exit doors from additioi, shall be equipped with panic hardware and exit signs above IF occupant load served exceeds 50. 7. Vapor barrier required under slab. 8. Energy calculations are required, or statement of compliance with Chapter 53 for exterior envelope, HVAC and lighting, by architects and/or eng{neer(s) required. 9. Soils report required for footing designs exceeding 1500 PSF soil bearing value. 10. Specifications for. "TJI" roof joists are required to be submitted. 13125 SW Hall Blvd„P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 .r Jensen Krause Schoenlerer, PC, AIA Page 2 June 17, 1987 11. Submit specifications for staples IF used in lieu of nails. 12. Suspended acoustical ceiling shall have seismic bracing for both lateral and uplift. 13. Suspended light fixtures shall have minimum two 12 gauge wire ties per fixture. UBC STD 47.1813. 14. Building address numbers shall be provided prior to final inspection. 15. Separzte sign permits are required. ?f you have any questions, please call 639-4171. Sincerely, /1 .....ice=7 Brad Roast Building Official BR:cn/1775W May 8, 1987 Addendum No. 2 to Plans and Specifications for WarehouF . Floors 10855 S. W. Greenburg Road Portland, Oregon Jensen Krause Schoenleber Associated Architects PC AIA The following items are for clarificatior and/or revision of the Plans ar'd Specifications and hereby form a part of the Contract Documents. Architegtur-Ql 2LAWInUs 1/1.,--Sj.te Plan: a. Revise the dotted line which indicates the boundary of this contract at the 65' curb cut off Cascade Blvd. from as shown to along the property line. b. Delete the catch basin called for at the north side truck well near Gridline "F-16" in its entirety. 2. She-L-4: a. Detail ;51_.9,___at4_Kefront: Deleta the 1/4" offs(-:1- in the concrete floor to receive the storefront in its entirety. Provide an aluminum sill under the aluminum storefront section to match new installation on Gridline "F" between Gridl Ines 04" to 010". b. .."kL__5djC.dule : Revise D )or 104 f ram a Bingle door to a pair o 3 '-6" x 71-0" doors. Revise hardware from No. 3 to No. 4. j 3. Sheet 5 - • petail 1/5. South Elevation - Exilting-Biildinq : Revise Door 104 from a single door to a double door per Detail 4/5. a. Lelete the "S. M. " after the words "base flashing". The base flashing is a roofing membrane (see Specifications) and not sheet m-tal I. Addendum No. 2 Warehouse Floors May 8, 1987 page 2 Architectural Drawings (cont 'd) 4. eget 7Parapet : (cont 'd) `). Detail 5/9, Scups€r, Delete the "neoprene filler" called for at the bottom of the outside scupper face in its entirety. Install a 900 angle, 22 gauge galvanized sheetmetal flashing at the bottom and at both sides, at the outside face of the scupper opening with a 1-1/2' leg lapping over the finish and around the outside face and a 4" leg extending into the scupper opening on both the bottom and the sides. Nail 4' leg to framing. Insert the metal boot shown in Detail 5/7 from the roof side with the flange snug up against the parapet- face and the leading sharp edge extended through the opening to be flush with the outside face of. the 1-1/2' x 4' flashing. Fix in place by nailing the flange to inside parapet face. Caulk outside edge. (Note: The boot is stainless steel with a lead flange soldered to the stainless steel 4' x 8' insert. ) Extend and mop the built up roofing into the scupper opening as shown in Detail. 5. met E-- De A11 22/8, Fo9tin4; Provide a 1 x 5 continuous blockout at the top outside face of the turned down concrete floor slab to receive the sidewalk slab. end of clarifica'cion P JENSEN KRAUSE SCH..IENLEHER Associated Architects Pi-, AIA 196*NW Kearney Street Portland.Oregon 97209 503-227-5616 June 19, 1987 Craig Schommer A. C. Schommer & Sons 3429 N. E. Sandy Blvd. Portland, Oregon 97232 Re : Warehouse Floors Change Order Request No. 3 Dear Craig: Please quote the change in the contract price with a,, itemized breakdown for the following revision: 1 . S h e e t-Z__� �i L11 �_�'�r1 nAsiA1—t�LO-U_- F o u n d�t Lam_sin d 119.9r Plan: Revise the 5" square steel column locations atat Grids "1. 1/BB" and "1. IICC" and provide a 2 HR fire proofing of the complete columns, all as per Sheet R8 attached. Add ry truly y rs, orman E. rause, AIA NEK.%rr cc : Richard Paulson Principals John F Jensen AIA Norman E Krause AIA George L Schoenleber AIA Gerald H Williams AIA Jerry R Saysinger AIA - 1x4 L)C C;t�lU I � •'7L--E- r7rL I ,r 18/8 � �,,,,I O- C17L, •GuJ , G`f P 1'�e17 "T fF x• -- t�"K G,'x �;,U"Th. COL,--,E4, G ( h2r7 ib"lb a L K foLL T 1 Yv o I MALI., r--E-LCIj P1G� Of Ca►JG, —� y l�` - I�+I� 'M_ -roGF er Go6z, FtiLE- W COD S G L F ' +G+-I&W&E- JENSEN KRAUSE SCHOENLE13ER GO;. 1 l 1I'7r7T�D�Ih ,SLT$'IL',�TID►.Ih FaIC r4D2—w. W SiZENOUtiF �.oOP� eoa a��ee�n ion '065 h.w.l l�CE-r►J►,�� 2r,� �� e�H — 'IL,�2r7., GRE-�ON q ;•�2�5 G+ i��-� JENSEN KRAUSE SCHOENLEBER ASsoclal;•d Arch teds PC Ali+ 1962 NW Kearney Street Portland Oregon 97209 503-227.5616 206-624-6865 Jvne 19, 1987 Craig Schommer A. C. Schommer & Sons 3429 N. E. Sandy Blvd. Portland, Oregon 972.32 Re : Warehouse Floors Change Cider Request No. 4 Dear Craig: Please quote the change in the c :,ntract price with an itemized breakdown for the followi-y revision: 1. Sheet 2 FQ-un-da.!o n---a-n d 0.941. Plan: Revise the west and north walls of "Women" Toilet Room T4 and the north wall of "Men" Toilet Room T3 from 2 x 4 studs at 16" o.c. with half inch sheetrock on both sides to a l hour fire rated wall with 2 x 4 studs at 16" o. c. and 5/8" fire rated sheetrock on both sides. Add/Deduct 2• Sheet 4 Door Sche ujg: Revise the fire rating of the frames and doors of Doors 105, 124, 125, 126 and 127 from no rating to a 20 minute fire rated assembly. Add/Deduct Please include cost- breakdown of each item. Total Add;Deduct tery truly y se, I NFK/rr cc : Richard Paulson Principals John F Jensen AIA No man E Krause AIA Georgel, Schoenleber AIA Grrald H Williams AIA Jerry R Baysinger AIA Api:l ?, 1987 ClarAficntion No. 3 to Plans and Specifications for Warehouse Floors 10855 S. W. Greenbu rg Roed Tigard, Oregon Jensen Krause Schoe:ileber Associated Architects PC AIA The following items are for clarification and/or revision of the Planr l and Specifications and hereby form a part of the Contract Documents. ,�SificatiQp.6 1. Secticn 07240_E4terior 1nsu.1AU- m-And- ini-6h_�vs� m __Item 2.2. (? Finis : Revise the last sentence from "Color as selected by Architect' t:. "Custom color as selected by Architect'. 2. Add Section 09510, Acoustical Ceilings ' i I Clarification No. 3 Warehouse Floors April 7, 1987 page 2 SECTION 09510 ACOUSTICAL CFIL.IN S P.88T___1��1EBAL, 1 . 1LA-UpDQ�S�b�I4�',S: Drawings and general provisions of Contract, including General and Supplementary Con uitions and Division-1 Specification sections, apply to work of this section. 1 . 2 DESCRIPTION OF WORK: A. Extent of acoustical ceiling is shown on drawings. B. _T_vpvB of acoustical ceilings specified in this section include the following: 1. Acoustical panel ceilinga, exposed suspension. 1 . 3 QUALITY ASSURANCE: A. Installer Oualificatione: Firm with not less than three years of successful experience in installation of acoustical ceilings similar to requirements for this project and which is acceptable to manufacturer of acoustical units, as shown by current written statement from manufacturer. B. Characteristics: Provide acoustical ceiling components that are identical to those tested for the following fire performance characteriFtics, according to ASTM test method indicated, by UL or other testing and inspecting agency acceptable to authorities having jurisdiction. Identify acoustical ceiling components with appropriate marking of applicable testing and inspecting agency. C. L-urface Burning Characteristics: As followr;, tested per ASTM E 84. 1 . -U=e Spread: 25 or less. 2. 9mgke Develop-ed: 50 Lr less. D. S�OLdin.& ion of I4ork: Coordinate layout and installation of acoustical ceiling units and Fuspension system components with other work supported by or penetrating through, ceilings, including light fixtures, PVAC equipment, fire-suppression system components and partition system. Clarification No. 3 Warehouse Floors April 7, 1987 page 3 SECTION 09510 _ ACOUSTICAL _SEILINGS PART— 1 GENERAL (coni`. 'd) 1 . 4 SUBMITTALS: A. product Data: Manufacturer' s product specifications and installation instructions for each acoustical ceiling material required, and for each suspension system, including certified laboratory test reports and other data as regcired to show compliance with these Gpecifications. 1 . 5 DELIVERY. STORAGE, AND HANDLI A. Deliver acoustical ceiling units to project site in origin?.!, unopened packages and store them in a fully enclosed Fpace where they will be protected against damage from moisture, direct sunlight, surface contamination or other causes. B. ggfQSe i� 1ing acS�ustical ceil.ig unite, permit them to reach room temperature and a stabilized moisture content. C. I.Ddle acoustical ceiling unit carefully to avoid chipping edges or damaging units in any way. 1 . 6 F QJECT CONDITIONS: A. Space Enclosure: Do not install interior acoustical ceilinc6 until space is enclosed anis weatherproof, wet-work in space is completed and nominally dry, work above ceilings completed, and until ambient conditions of temperature and humidity will be continuously maintained at values near those indicated for final occupancy. PART 2 PRODUCTS 2. 1 ACOUSTICAL _CEILING UNITS. GENERAL: A. Lia dard for AcouAll( 1 Ce-iina Units: Provide manufacturer's standard units of configuration indicated which are prepared for mounting method designated and which comply with FS SS-S.- 118 requirements, including those indicated by reference to type, form pattern, grade (NRC or NIC' as applicable) , light reflectance coefficient (LR), edge detail, and joint detail ( if any). �. MW Clarification No. 3 Warehouse Floors April 7, 1987 page 4 SECTION 09510 ACOUSTICAL CEILINGS PART 2 PRODUCTS (cont'd) 2. 1 ACOUSTICAL CEILING UNITS, GENERAL: (cont 'd) B. LDIQ_rs, Mextures._ and Pa-ugxIl;: Provide products to mate appearance characteristics indicated or, if not otherwise indicated, as selected by Architect from manufacturer's standard coloro, surface textures, a .d patterns available for acoustical ceiling units and exposed metal suspension systeL members of quality designated. 2. 1 ACOUSTICAL TILES: A. General: Provide manufacturer's standard tile units complying with the following requirements under type and prepared for mounting system indicated. B. Type III Tile-Mineral Composition with Stani33rd washable Tainted Finish• 1. Fissured: NRC 65, LR 1, square edge, white, 24" x 48" a 5/8 a. Froducl-a: Subject to compliance with requirements provide one of the following: 1) N-Qn F31e=R-e-6lAj-t.Ance Rated Til.e: Armstrong Miniboard "Fissured" No. 755B, O.S. Gypsun Auratone 'Fissured' No. 562. Color shall be white. 2. 3 METAL SUSPENSION SYSTEMS. GENERAL: A• ��ns��t�_f4�_!!� ply&p�n�i.4D �Y��s►B: Provide metal suspension systems of type, structural classification and finish indicated which comply with applicable ASTM C 635 req,iirements. B. Finishes and Colors: Provide manufacturer's standard white finish for type of system indicated, unless otherwise required. C. Attachment Devj-cgS: Size for 5 times design load indicated in ASTM C 635, Table 1, Direct Hung. Clarification No. 3 Warehouse Floors April 7, 1987 page 5 $E=')N 09510 ACOUSTICAL -CEILING PART 2 PRODUCTS (cont ' d) 2. 3 METAi. SUSPENSION SYSTEMS. GENE$8L: (cont 'd) D. Hanger Wire: Galvanized carbon steel wire, ASTM A 641, soft temper, pre stretched, Class 1 coating, sized so that stress at 3-times hanger design load (.ASTM C 635, Table 1, Direct Hung), will be less than yield str, ss of wire, but provide not less than 12 gauge. E. Edge M Idings and TriID: Provia- manufacturer's stGndard molding for edges and penetrations of ceiling which fits with type of edge detail and suspension system indicated. F. Manufacturer : Subject to compliance with requirements, provide suspension systems of one of the following: 1. Manufacturers of Steel Exposed Susve ion Sy Stems: Exposed Grid Nun-Fire Rated a. Chicano; 200 or 800 System b. -Cww .d: 200 or 800 System C. Don : DX System d. National : Series HL Series G e. RQb11I3: 1000 Series RL Rigidlock 4000 Series R 2. Strug ural Classification: Intermediate-Duty System. PART-_3_IXE_QITI-QN 3. 1 I!REPARATI : A. C-QQLdina-ti_on: Furnish layouts for inserts, clips, or other supports required to be installed by other trades for support of acoustical ceilings. Clarification No. 3 Warehouse Floors April 7, 1987 page 6 E;CTION 09510 ACOUSTICAL CEILIN(;,� PART 3 EXECUT110 (con :'d) 3. 1 PREPAkATION: (cont 'd) A. Coordinati_Q.D: (cont'd) 1. Furnish concrete inserts, steel deck hanger clips and similar devices to other trades for inrtallation well in advance of time needed for coordination of other work. B. measure each ceiling area and establish layout of acoustical units to balance border widths at opposite edges of each ceiling. Avoid use of less-than-half width units at borders, and comply with reflected ceiling plans wherever possible. 3. 2 INSTALLATION: A. rgnVj_&J: Install materials in accordance with manufacturer's printed instructions, and to comply with governing regulations, fire resistance rating rNuirements as indicated, and industry standards applicable to work. B. Arrange acg-u . el unitg and orient directionally-patterned units (if any) in manner shown by reflected ceiling plans. C. Install suspension systeLB to comply with ASTM C 636, and UBC Standard 47-18, with hangers supported only from building struct•iral members. Locate hangers not less than 8' from each end and spaced 4 '-0' along each carrying channel or direct- hung runne-r, unless otherwise indicated, leveling to tolerance of i/8' in 12 '-0'. 1. Secure ire hangers by looping and wire-tying, either directly to structures or to inserts, eye-screws, or other devices which are secure and appropriate for substrate, and which will not deteriorate or fail with age or elevated temperatures. 2• 1OB��11�_a�9�1B_�11a�� and free from contact with Insulation or other objects within ceiling plenum which are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset. resultinq horizontal force by bracing, countersplaying or other equally effective mean s. Clarification No. 3 Warehouse Floors April 7, 1987 page 7 $ETON 09510 ACOUSTICAL CEILIMS -XECUTION (cont'd) 3. 2 INSTALLATION: (cont'd) C. In6 gill aup-ension systems . . . (ront'd) E Ball lateral_ bracing per UBC Standard 47.1812, a thru e. yj,� jjXt res shall be installed per UBC Standard 47 . 1813. . 5. Zgchanical item-s shall be installed per UBC Standard 47. 1814. D. Ins al _edge jmoldina,6 of type indicated at perimeter of acoustical ceiling area and at locations where necessary to conceal. edges of acoustical units. 1. Sealant Bed: Apply continuous ribbon of acoustical sealant, concealed on back of vertical leg before installing moldings. 2. Screw-attach `oldinas to substrate at intervals not over 16" o.c. and not more than 3" from ends, leveling with ceiling suspension system to tolerance of 1/8' in 12'-0". Miter corners accurately and connect securely. 3. 3 ADJUUT A. man exp98�51_ @urfaces of acoustical ceilings and boffles, including trim, edge moldings, and suspension members; comply with manufacturer's instructions for cleaning and touch-up of minor finish damage. Remove and replace work which cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. Clarification No. 3 Warehouse Floors April 7, 1987 page 8 Architectural Draw�ng,S 1 . Sheet -3 -- 1/3, Floor Plan. Existing Auilding: Install 2 x 10 furring on the total past wall (Gridline "4") including all of the frame wall in the southeast corner, similar to the south wall furring per Clarification No. 2, Item l,a. 2. Sheet 6 Detail- 2/6. Section .&L Existing with Fascia: Detail 3/6 .Section at Existing: Delete reference to 18/8 and 8/6 and provide the following: a. Rough top of continous footing to act as a keyway. Install the vertical concrete stem wall as shown with No. 4 reinforcing bars at 18" o.c. e. w. b. Pour the excavation under the existing slab full with concrete, in conjunction with the new stem wall. C. insert ties between new stem wall and existing slab is not required. 3. Sheet 7 -- Detail Z.(-L_ Framing at Mechanical Unit at Existing: Revise the mechanical framing support system for the 3,000 ! RTU-1 unit froin as shown on DF-tail 21/7 to per Sheet SR-3 attached. 4. sheet 9 -- Finish S 'Hallway" Room 4, -h-J-0. i-rt �n�ln. ceilings shall be furred down to 8'-01 for concealment of mecha cal ducts, etc. �bGG Add the fol'jt%Ljr.g drawing: 1. Sheet SR-3 (attached) Roof Framing at Mechanical Unit (dated March 16, 1987) end of clarification s 1 I I r tJEr.l & Y. 12 PUKI.tN� erg Sir�t�,a�l HU�ol1 EA, ENP - - sL?lI -.�-fib► ---_ �___ �_ , Qi �I _ r-i v I I� -�'-- I k1P E4 W I PAPMAL IRoor SRAi mol- I.-Oil NORTH c�PFz AFI GaTIoI� � JEN •EN KRAUSE SCHOENtI0- mMR RL�F FWAP r a M�1 l)JIT VAi.-r�.Pa,Tior T� a;" io655 •5W gR�E:uBURG� F0 11" a •' - LEEENGIN NECKING CONSULTING ENGINEERS/PLANNERS D lir �J F Duane Lee P.EL FEBDavid A. Lee P.E. f p its 6 IJd/ L James G Smith, RE February 25, 1987 �E1SE1 MUSE $91911LE$EM Project No. 906.22 Mr. George Schoenleber Jensen, Krause & Schoenleber 1962 N.W. Kearney Street Portland, Oregon 97209 Re: Warehouse Floors George: Foundation design for the 7,000 square foot addition was based on 2,000 psf. This is a reasonable limit considering the fact that the footings for the original building were designed for 2,000 psf. Also, I will personally inspect the footing excavations prior to concrete placement. I see no need for a soils investigation at this time. Sincerely, LEE ENGINEERING, INC. titM,�ti l 4 L,,� ames G. Smith Structural Engineer JGS:dlj WJ MAIN ST., SUITE 202, OREGON f:ITY, OREGON. 97045, PN 503-655-1342 JENSEN KRAUSE SCHOENLERER Assousted Architects PC AiA 1962 NW Kearney Street Portland.Oregon 9.'209 RECEIVED 503-227-5616 JUrJtiN19 7 A.r'. June 19, 1987 Craig Schommer A. C. Schommer & Sons L/ 3429 N. E. Sandy Blvd. ✓�'�'sF 7 _ Portland, Oregon 97232 � ,�� i0-6] 4GSF �. Re : Warehouse Floors So* Change Order Request No. 3 114*1 , Dear Craig: Please quote the change in the contract price with an itemized breakdown for the following revision: 1. ghee t 2 --- Detail 112, -Tenant--A d d i ti on,_ Found F1�U--FlA3: Revise the 5" square steel column locations at Grids "1. 1/BB" arid 01. 1/CC" and provide a 2 HR fire proofing of the complete columns, all as per Sheet R8 attached. Add/Deduct--$171.60 ry truly y rs, Orman E, cause, AIA NEK/rr cc: Richard Paulson Prmcipais John F Jensen AIA Norman E Krause AIA George L Schoenleber AIA Gerald H Williams AIA Jerry R Bays nger AIA �:avN7 �rE•^�GrJr �''/4' �o✓vra 1JuL-�' -� t- - 1.4 f T. F UIC IC I rJG J T • - -� -- rn(TE-C'.Or FiIJi,->W An-t-1 o►J '5W GYP. PPe-P. .�• w% hTV►� <T-ff 7 �- _ AUGI.IGIZ r7D:.rti •�li.-f f7Tt. GYP I'J2.r,;' /NLL A OvirDe- V O(� cal.. •GoalTelYf 17Er7 l�LL. NGT or car- '� Ld`(t'2ti �., - �"xC,'x °ri iU"Th. GOL •tiE-F "T fF x• a Fula 4447 or cd Cop WM ,� :ALL, p`TfLOhI L f- ' 1:5" z �' - Gn tc;�IiSNGE' 4f'tfc t�j 'JNSEN KRAUSE SCHOENLEBER Gio:. �-r7rJ T�0�1h T b�Tf��-.oN•, fo�C�— .....:– wa-trr wu 1a�r.�e iGpSb h lnC�ttil7 G ar> JENSEN KRAUSE SCHOENLEBER Associated Architects t'C. AIA 1962 NW Kearnvy Street Portland.Oregon 97209 503-227-5616 206-624-6855 June 19, 1987 Craig Schommer A. C. Schommer & Sons 3429 N. E. Sandy Blvd. Portland, Oregon 97232 �ENSEa 1 , Re Warehoors Change uOrder se oRequest No. 4 9AUSE acdp Dear Craig: Ey��rF� Please quote the change in the contract price with an itemized breakdown for the following revision: 1. Sheet2 _: �.��il_�1��_Tenant. Altion� Found atioD-Ali-d Floor Pfd): Revise the west and north walls of "Women" Toilet Room T4 and the north wall of "Men" Toilet Room T3 from 2 x 4 studs at 16" o.c. with half inch sheetrock on both sides to a 1 hour fire rated wall with t x 4 studs at 16" o. c. and 5/8" fire rated sheetrock on both sides. Add/Deduct____ _ 2. ,9heet_A--- Dir SchedPLI-e: Revise the fire rati tg of the frames and doors of Doors 105, 124, 125, 126 and 127 from no rating to a 20 minute fire rated arsembly. Add/Deduct--------------------- Please dd/Deduct_ _____-_________—___Please include cost breakdown of each item. Total Add/Deduct Y12,82 ery truly y se I .,.ra , IIEK/rr cc: Richard Paulson Principals John F Jensen AIA Norman E Krause AIA George L Schoenleber AIA Gerald H Williams AIA Jerry P Baysinger AIA CIW TINA RD June 17, 1987 OREGON 25 Veors of Son4ce 1961-1986 .Jensen Krause ichoenlerer, PC, AIA 1962 NW Kearney Street Portland, OR 97209 RF.: Warehouse Floors - 10885 SW Cascade Blvd. (Addition, Shell Only) Gentlemen: A plan review was conducted on the above referenced address. The following shall apply: 1. Structural frame elements within exterior walls are required to be protected against external fire exposure as required for exterior bearing walls. Exterior non-combustible bearing walls may be two hour fire resistive where openings are permitted. This will apply to' front and left ride walls (details 5, 6/6) or move columns behind (inside) exterior walls. 2. Hallway T-2 shall conform with requirements for a one hour corridor. Walls of bathrooms T-3 and T-4 shall be of a minimum one hour construction. Doors 105, 124, 125, 126, 127 shall be not less than 20 minute rated, self-closing with smoke gaskets. 3. Exit door 104 s'iall be equipped with panic hardware. 4. "Exit" sign shall be located above exit door 104. 5. Emergency lighting shall be provided in hallway T-2. 6. Exit doors from addition shall be equipped with panic hardware, and exit signs above IF occupant load served exceeds 50. ^ - 7. Vapor barrier required under slab. 8. Energy calculations are required, or statement of compliance with Chapter 53 for exterior envelope, HVAC and lighting by architects and/or engineer(s) required. 9. Soils report required for footing designs exceeding 1500 PSF soil bearing value. 10. Specifications for "TJI" roof joists are required to be submitted. 13125 SW Hall Blvd.,P.O Box 23397, ,Ti ardOregon 97223 (503)639-4171 — -- 9 9 Jensen Krause Schoenlerer, PC, AIA Page 2 June 17, 1987 11. Submit specifications for staples IF used in lieu of nails. 12. Suspended acoustical ceiling shall have seismic bracing for both lateral and uplift. 13. Suspended light fixtures shall have minimum two 1.2 gauge wire ties per fixture. UBC STD 47.1813. 14. Building address numbers shall be provided prior to final inspection. 1.5. Separate sign permits are required. If you have any questions, please call 639-4171. Sincerely, Brad Roast Building Off.i.cial BR:cn/1775W INSPECTION NOTIC City of Tigard Building Departmer,t P.O. Box 23397 Tigard, Oregon 97 223 Phone: 639-4175 Type of Inspection Date Requested �:,�_� ---._ Time - k A.M. Address 11 4�S t� ��sCe!911 __— Permit Owner ------- --- --- --— Lot # - — Builder — Tite}following Building Code deficiencies are rbquired to be correetod: !•/-�NO !'AC LV +�S T� -CAC -7- 2 2a o cs':L—Sv .i Lr Mi4 i� t��.-sits Fig'•�.-►� ��/.c9.ii�'t�v✓C r i _.�•�Ltt_.v�i»i-- Trr� iia i; 77�- e>^ YD 7'oy 'X- Presented Presented to __ ❑ Approved Inspector Disapproved Date CALL rF�OR RFUYSPECTION ,PJ YES 0 NO s 67T JENSEN KRAUSE SCHOENLEBER Associated Architects PC AIA 1062 NW Kearney Street Portland, Oregon 07206 603-227-6616 206-624-6666 TRANSMITTAL NOTICE Warehouse Floors Project ._ Date June 7., 1987 To Craig Schommer R. C. Schommer h Sons 3429 N.E. Sandy Blvd . Portlan,l , Oregon 97232 The following Items are ® enclosed ❑ being sent separately via _. No. of copies Description 1 copy Addendum No. 3 �]For your Information ❑For approval: return signed, approved copies or copse; approved as noted. LrIFor your use ❑ For review/comment: return __sets of comments and marked review documents. ❑lis requested ❑For coordination: Provide comments to: Ramarks CC: Richard "aulson, Sr . Jim Smith A] Kenney Brad Roast Norman Krause By NOUL June 2, 1987 Addendum No. 3 to Plans and Specifications for Warehouse Floors 10855 S. W. Greenburg Road Port:Land, Oregon Jensen Krause Schoenleber Asfociated Architects PC AIA The following items are for clarification and/or revision of the Plans and Specifications and hereby form a part of the Contract Documents. Specifica�j.&__--5-ctjgnj2210 Earthwork 1. Item (2.1) (B) (1) Planting Areas: Add the following: "All existing clean dirt locate in the planting areas between finish grade and 12" below finish grade may be left in the plant-ng areas at Contractor's option. " Architectural Drawing 1. meet 1 Detail 1/1, Site Plan: All P.V.C. sleeving called for on the Site Plan is for landscaping irritation piping and shall be P.V.C. Class 160,. end of addendum .r a INSPECTION NOTICE A City of Tigard Building Department ,1 O'X / P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection —_ -- ------- Date Requested Time A.M.__.P.M. Address _ ice__ _ Sj_��_s�–�l.L� ---- Permit Owner _- - v _ 1�SQ Lot #-- — Builder The following Building Code deficiencies are required to be corrected: L I resented to __ — t_I Approved Inspector t > _ Disapproved Date --- CALL FOR UINSPECTION ❑ YES ❑ NO INSPECTION NOTICE City of Tigard Building Department P.O. Box Tigard, Oregonon 97 97223 Phone: 639-4175 Type of Inspection - Dote Requested _—_/--.-_-- J Time_-T A.M.—_—_P.M. Address __ '�`� Ste -- Permit - -- Owner—K/ Lot Builder The following uilding Code deficiencies are required to be corrected: i Presented to ____ — `-Approved Inspector — [ � Disapproved Date CALL FOR REINSPECTION ❑ YES n NO JENSEN KRAUSE SCHOE14LE®ER Ansoclated Architects PC AIA 1962 NW Kearney Street Portland, OrivWm 9?209 503-227-4616 206-624-6866 TRANSMITTAL NOTICE Project Warehouse Floors Date May 8 , 1987 To Craig Schommer A. C. Schommer & Sons 3429 N.E. Sandy Blvd . Portland, Oregon 97232 The following Items are a enclosed ❑ being sent separately via No. of copies Description 1 copy Addendum No. 2 g For your Information ❑For approval: return signed, approved copies or copies approved as noted. ZFor your use ❑ For review/comment: return ..___sets of comments and marked review documents. ❑As requested ❑For coordination: Provide comments to: Remarks CC: Richard Paulson, Sr. Jim Smith Brad Roast A] Kenney By Norm Krause May 8, 1987 Addendum No. 2 to Plans and Specifications for Warehouse Floors 10855 S. W. Greenburg Road Portland, Oregon Jensen Krause Schoenleber Associated Architects PC AIH The following items are for clarification and/or revision of the Plans and Specifications and hereby form a part of the Contract Documents. Architectural DraWillgS 1. ,Sheet 1 -- Detail 1/1. SitP-F.1AD: a. itevise the dotted line which indicates the boundary of this contract at the 65' curb cut off Cascade Blvd. from as shown to along the property line. b. Delete the catc;i basin called for at the north side truck well near Gridline "F-16" in its entirety. 2. Sheet 4: a. ,Qetail 15,(4. Storefront; Delete the 1/4" offset in the concrete floor to receive the storefront in its entirety. Provide an aluminum sill under the aluminum storefront section to match new installation on Gridline "F" between Gridl ines "4" to "10". b. Door Schedule: Revi ee Door 104 f rom a single door to a pair of 3 '-0" x 7'-0" doors. Revise hardware from No. 3 to No. 4. 3. Sheet 5 -- Detail 1/5. South Elevation - Existing ILuildi.ng: Revise Door 104 from a single door to a dollhle door per Detail 4/5. 4. Sheet 7 -- Detail-A-/7-,.- Roof at Parape : a. Delete the "S. M. " after the words "base flashing". The base flashing is a roofing membrane (see Specifications) and not sheet metal. Addendum No. 2 Warehouse Floors May 8, 1981 page 2 Architectural Drawings (cont 'd) 4. Sheet 7 --- Detail 4/7.-Roofat Parapet: (cont'd) b. Dgtail 5/9, ScuJLc r_; Delete the "neoprene filler" called for at the bottom of the outside scupper face in its entirety. Install a 900 angle, 22 gauge galvanized sheetmetal flashing at the bottom and at both sides, at the outside face of the scupper opening with a 1-1/2" leg lapping over the finish and around the outside face and a 4" leg extending into the scupper opening on both the bottom and the sides. Nail 4" leg to framing. Insert the metal boot shown in Detail 5/7 from the roof side with the flange snug up against the parapet face and the leading sharp edge extended through the opening to be flush with the outside face of the 1-1/2" x 4" flashing. Fix in place by nailing the flange to inside parapet face. Caulk outside edge. (Note: The boot i. stainless steel with a lead flange soldered to the stainless steel 4" x 8" insert. ) Extend and mop the built up roofing into the scupper opening as shown in Detail, 5. Sheet 8 -- Retail 22/8. Foots= Provide a 1 x 5 continuous blockout at the top outside face of the turned down concrete floor slab to receive the sidewalk slab. end of clarif:cation r r JENSEN KRAUSE SCHOENLEBER Associated Architects PC AIA 1962 NW Kearney street Portland Oregon 97209 503-227-5616 206-524-6886 TRANSMITTAL NOTICE Project _ Warehouse Floors Date May 6, 1987 To Craig Scho;r mr AC Schcrmx b Sons 3429 N.E. Sandy Blvd. 'Portland, Oregon 97232 The following Items are 0 enclosed ❑ be!ng sent separately via No. of copies Description 1 copy Addendum No. 1 For your Information ❑For approval: return signed, approved copies or copies approved as noted. [ For your use ❑ For review/comment: return --sets of comments and marked review documents. ❑As requested ❑For coordination: Provide comments to: Remarks CC: Richard Paulson, Sr. (1 copy) Jim Smith (1 cbpy) Brad Roast (1 copy) 9y Norman E. Krause I May 6, 1987 Addendum No. 1 to Plans and Specifications for Warehouse Floors 10855 S. W. Greenburg Road Tigard, Oregon Jensen Krause Schoenleber Associated Architects PC AIA The following items are for clarification and/or revision of the Plans and Specifications and hereby form a part of the Contract Documents. ARCHITECTURAL DRAWINGS 1. Sheet 2. Detail 119: Section at Stair No.-I: Revise the handrail from wood, as shown, to steel pipe per original plans and as shown on Detail 2/R7 attached. 2. Sheet 1Q. Detail 2/10: Reflected Ceiling Plan: a. Revise the finish ceiling height in the two second/floor offices, Nos. 204 and 205 from 71-11-1/2" to 8 '-6". b. Sheet 10, Detail 5/10• Section at Exist nq_1 __No. 2 : Add wood stair banister cap to the full length of the stair banister per Detail 1/R7 attached. Add the following drawing -1. Sheet-JR.Z (attached) A ted May 6, 1987 Revisions to Stairways end of addendum Raw K.P. �ANA5 r"16i?��60CME,rZ � J I L40CIP 40TAI12- OANIewT�-,Ie GAP P5;TAII... yell _ RCfut KA I L, E►Jp�, 1 D �,HxT H - ----- 1140 #4".►. PIPE �=3 Iy1cI�KG�jr W E�t7 rp A�JGaoIZ� 1W WALL _ ,y �� IdLaGl�l► P�►F�• t'�,A�GKfs"r 191r. WT_ .IPTWi— SvIft WA /-- 2 N A r•l c f�Ac �. C �`t�A��.-_---- AC%;i..N pts ` I JENM KRAUSE 3CHOEM.EBER �Eir/P vi ^iRWAYAcsr'• - AODI-rioN4 # AL•r'P_i4 .T1ci _5 _ _f &4% s0.+ arr L 101�SC- 62ops ap•Z• JEN 3EN KRAUSE SCHOENLEBER Assoclated Architects PC AIA EJ1962 NW Kearney Street Portland, Oregon 97209 503-227-5616 200-e24-6865 TRANSMITTAL NOTICE Warehouse Floors Project — Date April 27, 1987. To Craig Schommer A. C. Schommer & Sons 3429 N.E. Sandy Blvd. Portland, Oregon 97232 The following Items are u enclosed ❑ being sent separately via _ No. of copies Description --. 1 copy Clarification no. 5 ®For your Informatlon ❑For approval: return __ signed, approved copies or topics approved as noted. [j]For your use ❑ For review/comment: return axis of comments and marked review documents. ❑As requested ❑For coordination: Provide comments to: -- — Remarks CC: Richard Paulson, Sr . Jim Smith Arad Roast By __ IiQrman E. Krause April 27, 1987 Clarification No. 5 to Plans and Specifications for Warehouse Floors 10855 S. W. Greenburg Road Tigard, Oregon Jensen Krause Schoenleber Associated Architects PC AIA The following items are for clarification and/or revision of the Plans and Specifications and hereby form a part of the Contract Documents. .5necifications Section 08422 Aluminum Entrance -D-.Q-Qu : 1. Item 2.1, F, 1 - Pair of Single Actina p,00rs ,Bhall tie Furnished with Stock Hardware. ag Follows: a. Add and/or revise the hardware from "pair of single acting doors" to "pair of double acting doors" when called for on the plans as follows: 1) Revise too pivots from "35-525; 204-R1" to "top center pivot". 2) Add "double acting" to the "concealed overhead closure, Sam II Huskey. " 3) Delete in its entirety "2 ea. inter.mcdiate pivot, 37-233(RH) and 37-324(LH) ; 204-R1. " 4) Add "2 ea. bottom center pivots. " 2. Item 2.1, F. 2, Single Acting Doors shall be Furnished with Stack Hardware as Fo11�w_s: �. Add and/or revise the hardware from "single acting doors" to "single doors, double acting" when called for on the plans as follows: 1 ) Revise top pivot from "35-525;204-R1" to "top center pivot". 2) Add "double acting" to the "concealed overhead closure, Sam II Huskey. " Clarification No. 5 Plans and Specifications Warehouse Floors April 27, 1987 page 2 Specifications (cont'd) Section 08422 Aluminum Entrance _ s : (cont'd) 2. Item 2.1, F. 2. S ' n Q Aging Doors shall be Furnished with 9-ock Hardware as Follows: (cont 'd) a. Add and/or revise the hardware from "single acting doors" to "single doors, double acting" when called for on the plans as follows: (cont'd) 3) Delete in its entirety "l ea. intermediate pivot, 37-233(RH) and 37-24 (LH) ; 204-R1. " 4) Add "l ea. bottom center pivots. ' end of clarification ae � 7TJENSEN KRAUSE SCHOENLEBER Associated Architects PC AIA 19432 WW Kearney Street Portland, Oregon 07206 603-227-643143 204-62/-WS TRANSMITTAL NOTICE Warehoust Floors Project --- Date — —Date April i^ , 1987 To Craig Schommer A. C. Schommer. & Sons 3429 N.E. Sandy Blvd . Portland, Oregon 97232 The following items ars 10 enclosed ❑ being sent separately viaNo of copies Oescrlption _ 1 copy Clarification No. 4 �)For your Information ❑For approval: return signed, approved copies or copies approved as noted. `]For your use ❑ For review/comr nt: return sets of comments end marked review documents. ❑As requested D For coordination: Provide comments to: - Remarks cc Richard Paulson, Sr. Jim Snith Brad Roast By _� Norman F. Krause April 8, 1987 Clarification No. 4 to P1anF and Sicificat:ons for Warehouse Floors 10855 S. iv. Greenburg Road Tigard, Oregon Jensen Krause Schoenleber Associated Architects PC AIA The following items are for clarification and/or revision of the Plants and Specifications and hereby form a hart of the Contract Documents. Clarific tigng 1. -Clarification 3 -- Page 13, Item 4: Sheet 9 - Finish Schedule: Revise "Hallway" Room 4 from "existing V-6' high -i,iling shall remain. New ceilings shall be furred down to 8 '-01" to "furr all ceilings to 8'-0" off finish floor line." Architectural Drawings 1. Rheg-t 2 --tail 2.'2, Existing Secyy FloorFlan: Provide 3-•1/2` fiberglass batt sound insulation in the following walls: a. In the south wall of "Tenant" R-)om 201 betwt en Grids "7" and "8" and in the west wall on Gridline "8". b. In the stud wall under the north wall exterior w .ndows on Griciline 'F" between Gridlines '6" and 18". 2. Sheet 3 -- Detail 1/3, Floor Plan - Existing Building: a. Patch and grind the concrete holes on the inside face of the exterior concrete walls of "Warehouse" Poom 13. b. .5h4 i-Q-Q 11: At the east wall of this room, delete the offset in this wall in the vicinity of Door 112 in its entirety. Extend the east wall straight south until it intersects with the north wall of the Womens Toilet Room 5. Locate Door 112 opening in this same wall, hold its north/south location and reverse the swing into the "Showroom" 11 with the hinges on the south jamb. end of clarification INSPECTION NOTICE City of Tigard Building Department !�C P.O. Box 23397 Tigi.rd, Oregon 97223 Phone: 639-41,75 Type of Inspe-tion Date Requested__ Time_�_A.M. --- P.M. 1 /fir Address Permit # Owner Lot #_ The following Building Code deficiencies are required to be corrected: --- - � —„!�x _�/ir'i/`�'t- ✓Cly�t�JL/1� �'P Presented to L F!Approved Inspectors _ Disapproved Date — CALL FOR REINSPFCT10N U YES U NO Mon-UL��MOULMRAFO-k JENSEN KRAUSE SCHOENLEBER Associated Architects PC AIA 1962 NNII Kearrr._ .street Portland, Oregon 97209 603-227-6616 206-624-6666 TRANSMITTAL NOTICE Warehouse Floors Project _ Date April 8, 1987 To Craig Schalmter A. C. Schermer b Sons 3429 N.E. Sandy Blvd. Portland, Oregon 97232 The following Itema are`C enclosed ❑ being sent separately via No. of copies Description 1 copy Clarification No. 3 J]For your Information ❑For approval: return signed, approved copies or copies approved as noted. T]For your use ❑ For review/comment: return sets of comments and marks(; review documents. ❑As requested ❑For coordination: Provide comments to: _ Pemarks cc Richard Paulson, Sr. Jim Sni th Brad Roast By Norman E. Krause r April i, 1987 Clarification No. 3 to glans and Specifications for Warehouse Floors 10855 S. W. Greenburg Road Tigard, Oregon Jensen Krause Schcenleber Associated ",-c:nitects PC AIA The following items are for clarification and/or revision of the Plans and Specifications and hereby form a part of the Contract Documents. ;qecifications 1. Segtion 0 240 Exterior Insulation and Finish System -- Item 2.2. D Finish: Revise the last sentence from "Color as selected by Architect" to "Custom color as selected by Architect". 2. Add the following Section: Section 09510, Acoustical Ceilings Clarification No. 3 Warehouse Floors April 7, 1987 page 2 ,SECTION __ 09510+_ACOUSTICAL CEILINGS PART 1 GLNLRAL 1. 1 RE1,A_TFP—DQ-CS1b-E1K-5: Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1. 2 RESCRIPTION OF WORE: A. Extent of acoustical ceiling is shown on drawings. B. TyRes of acoustical ceilings specified in this section include the following: 1. Acoustical panel ceilings, exposed suspension. 1. 3 OUALITY ASSURANCE: A. tnstaller_OA alifig_ti_ons: Firm with not less than three years of successful experience in installation of acoustical ceilings similar to requirements for this project and which is acceptable to manufacturer of acoustical units, as shown by current written statement from manufacturer. B. Fire Perforce CharacteriSt g_g: Provide acoustical ceiling components that are identical to those tested for the following fire performance characteristics, according to ASTM test method indicated, by UL or other testi:ig and inspecting agency acceptable to authorities having jurisdiction. Identify acoustical ceiling components with appropriate marking of applicable testing and inspecting agency. C. Surface Burning Characterikt,fcr2: As follows, tested per ASTM E 84. 1. F1_ ma a Spread: 25 or less. 2. Smoke Developed: 50 or less. D. Coordination of Work: Coordinate layout and installation of acoustical ceiling units zind suspension system components with other work supported by or penetrating through, ceilings, including light fixtures, HVAC equipment, fire-suppreosion system components and pa►_tition system. Clarification No. 3 Warehouse Floors April 7, 1987 page 3 SECTION_99510 ACOUSTICAL CEILINGS kA=___L G NLkAL (cont 'd) 1. 4 SUBMITTALS: A. � a�t_��1z�: Manufacturer' s product specifications and installation instructions for each acoustical ceiling material required, and for each suspension system, including certified laboratory test reports and other data as required to show compliance with these specifications. 1. 5 DELIVERY, STORAGE, AND HANDLING: A. Deliver acoustical ceiling units to project site in original, unopened packages and store them in a fully enclosed space where they will be protected against damage from moisture, direct sunlight, surface contamination or other causes. B. v _ilt ts31_".ag a c o uit.is.als gi li ngu_ni", permit them to reach room temperature and a stabilized moisture content. C. HAmdle agousticalcgiliing units carefully to avoid chipping edges or damaging units in any way. 1.6 ER CT CONDIT-1-0M: A. Spac EnclosuLe: Do not install interior acoustical ceilings until space is en,•losed and w%,atLerproof, wet-work in space is completed and nominally dry, work above ceilin7s completed, and until ambient conditions of temperature and humidity will be continuously maintained at values near those indicated for final occupancy. PART 2 PRO DU CTS 2. 1 ACOUSUCAL CEILING UNITS. GF.NE1tAL: A. Standard for Acgyati,,al Ceiling Unit Provide manufacturer's standard units of configuration indicated which are prepared for mounting method designated and which comply with FS SS-S- 118 requirements, including those indicated by reference to type, form pattern, grade (NRC or NIC' as applicable) , light reflectance coefficient (LR) , edge detail, and joint detail ( if any) . Clarification No. 3 Warehouse Floors April 7, 1987 page 4 SECTION _��510 ACOUSTICAL CEILINGS PART 2 PRODUCTS (cont 'd) 2 . 1 ACOUSTICAL C-I-U ING UNITS, GENERAL: (cont 'd) B. Co141�,_ xture�. and Pa �Il�: Provide products to match appearance characteristics indicated or, if not otherwise indicated, as selected by Architect from manufacturer's standard colors, surface textures, and patterns available for acoustical ceiling units and exposed metal suspension system members of quality designated. 2. 2 ACOUSTICAL TILEL: A. General: Provide manufacturer's standard tile -snits complying with the following requirements under type and prepared for mounting system indicated. B. Tyvs III Tile-Mineral Composition with Standard Washable Painted Finish: 1. F'.S_S_UX_g: NRC 65, LR 1, square edge, white, 24" x 40" x 5/8". a. Produce: Subject to compliance with requirements provide one of the following: 1) H-QD-F1I-e-Bgllij-tance Rated Tile: Armstrong Miniboard 'Fissured' No. 755B, U. S. Gypsum Auratone 'Fiusurede No. 562. Color shall be white. 2. 3 METAL SUSPENSIQN BYSTEMS. GENERAL: A. ��D��s�_f Q1_llg��l_�l��F�DJ1jsn_�X��smF►: Provide metal suspension systems of type, structural classification and finish indicated which comply with applicable ASTM C 635 requirements. B. Fi l bf-& a A--C. x-s: Provide manufacturer's standard white finish for type of system indicated, unless otherwise requited. C. A"dg_hment Device.g: Size for 5 times design load indicated in ASTM C 635, Table 1, Direct Hun .. ClarificatAon No. 3 Warehouse Floors April 7, 1987 page 5 SECTION 0951_Q___AQM;T1CA1, CEILINGS PART 2 P._ �,UCTS (cc : 'd) 2. 3 METAL SUSPENSION SYSTEMS. GENE;RAE: (cont 'd) D. Hanger Wire: Galvanized carbon steel wire, ASTM A 641, soft temper, prestretched, Class 1 coating, sized so that stress at 3-times hanger design load (ASTM C 635, Table 1, Direct Hung), will be less than yield stress of wire, but provide not less than 12 gauge. E. Edge JMpldj,ngs and Trim: Provide manufacturer's standard molding for edges and penetrations of ceiling which fits with type of edge detail and suspension system indicated. F. lianufacturer : Subject to compliance with requirements, provide suspension systems of one of the following: 1. ManufactLLers of Steel EAposed Suspc!nsion Systems: Exposed Grid Non-Fire Rated a. Chicago: 200 or 800 System b. Somrgd: 200 or 800 System C. Donil: DX System d. fAtiDlal: Series ML Series G e. Eobli1000 Series RL Rigidlock 4000 Series 2. Structural Cla ifigAtion: Intermediate-Duty System. k&RL 3 _ E XE CLIZI-0 3. 1 PREPARATION: A. Cootdin�.�i9� : Furnish layouts for inserts, clips, or other support: required to be installed by other trades for support of acoustical ceilings. Clarification No. 3 Warehouse Floors April 7, 1987 page 6 ,g CTION Q951`J _ ACQURTICAL CE ZINGS __EyE_CUT IQN (cont'd) 3. 1 PREPARATION: (cont 'd) A. (cont'd) 1. Furnish concrete inserts, steel deck hanger clips and similar devices to other trades for installation well in advance of time needed for coordination of other work. B. Meas a each ceiling area and establish layout of acoustical units to balance border widthe at opposite edges of each ceiling. Avoid use of less-than-half width units at borders, and comply with reflected ceiling plans wherever possible. 3.2 jMETALLATI : A. zeneral: Install materials in accordance with manufacturer's printed instructions, and to comply with governing regulations, fire resistance rating requirements as indicated, and industry standards applicable to work. B. lanae a ".s_t &Aldrii -a and orient directionally-patterned units (if any) in manner shown by reflected ceiling plans. C. Inatall. suspension systemr to comply with ASTM C 636, and UBC Standard 47-18, with hangers supported only from building structural members. Locate hangers not less than 8' from each end and spaced 4 '-0' along each carrying channel or direct- hung runner, unless otherwise indicated, leveling to tolerance of 1/8' in 12 '-00. 1. �;�ure_y�iSe hana�� by looping and wire-tying, either directly to structures or to Inserts, eye-screws, or other devices which are secure and appropriate for substrate, a-id which will not deteriorate or fail with age or elevated temperatures. 2. SD�. a11baD9�15_ply�� and free from contact with insulation or other objects within ceiling plenum which are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset resulting horizontal force by bracing, countersplaying or other equally effective means. Clarification No. 3 Warehouse Floors April 7, 1987 page 7 SECTION 09510 ACO L TS ICAL CEILINGS PART 3 EXECUTIQN (cont 'd) 3. 2 INSTALLATION: (cont'd) C. Install . . . (cont'd) 3. .Install lateral b .�j,ag per UBC Standard 47.1812, a thru e. 4. Light fix aa-e-a shall be installed per UBC Standard 47. 1813. 5. 12_r._ iial iJLeID_s shall be installed per UBC Standard 47. 1814. D. Ipskall edge _imoldirg-a of type indicated at perimeter of acoustical ceiling area and at locations where necessary to conceal edges of acoustical units. 1. Sealant Bed: Apply continuous ribbon of acoustical sealant, concealed on back of vertical leg before installing moldings. 2. Screw-attach moldings to substrate at intervals not over lb" o.c. and not more than 3' from ends, leveling with ceiling suspension system to tolerance of 1/8' in 12'-0'. Miter corners accurately and connect securely. 3.3 ADJUST AND CLEAN: A. SJ.-eAII exposed_mxj,&g" of acoustical ceilings and boffles, including trim, edge moldings, and suspension ;nembers; comply with manufacturer's instructions for cleaning and touch-up of minor finish damage. Remove and replace work which cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. � A Clarification No. 3 Warehouse Floors April 7, 1987 page 8 �L.cnitectuxal �awinas 1. -- Detail 11"3, Floor-plan, Buil.aing: Install 2 x 10 furring on the total east wall (Gridline "40) including oil of the frame wall in the southeast corner, similar to the south wall furring per Clarification No. 2, Item l,a. 2. ,Sheet 6 -=�tai1 .�2/6, �ec�yo-a--At Existg with F • Detail 3/6r Section at Existing: Delete reference to 18/8 and 8/6 and provide the following: a. Rough top of continous footing to act as a keyway. Install the vertical concrete stem wall as shown with No. 4 reinforcing bars at 18" o.c. e. w. b. Pour the excavation under the existing slab full with concrete, in conjunction with the new stem wall. C. Insert ties between new stem wall and existing slab is not required. 3. ,sheet 7 -- Detail 21/7, Framing at Mechanicaj mit at Existing: Revise the mechanical framing supp^lrt system for the 3,000 1 RT'J-1 unit from as shown on Detail 21/; to per Sheet SR-3 attached. 4. Sheet y -- Finish Schede e: "Hallway" Room 4, existing V-6" high ceiling shall remain. New ceilings shall be furred down to 8'-0" for concealment of mechanical ducts, etc. Ads the following drawing: 1• Sheer Sg3. (attached) Roof Framing at Mechanical Unit (dated March 16, 1987) end of clarification i (aria, �iWo i f - - - tJErJ � X 12 PUKLIN4 eo - --� 5 I�► Sod H1 r(P P.A. FNP 41 E W I PARTIAL R00r FIZAN1 iNG pLA�J NORTH -LAR ISI CATIOl / JENSEN KRAUSE SCNOENL.EBERRAF F�-i a ;-- M15cj l P-JITPC AM # Al,-T T7' �-► - WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.W. Blanton St. • Aloha, Oregon 97067•5031649-8577 April 2 , 1987 Total Mechanical , Inc . W . Allan Gould , PE 2410 SW 10th Avenue Portland , Oregon 97214 Re : Mechanical Plans Warehouse Floors 0066q 10855 SW G+-e-enbtrrg Road Tigard , Oregon 97223 Gentlemen : Plans as submitted are approved for construction . If I can be of any further service to you , please feel free to call me at 649-8577 . Sincerely , WASHINGTON COUNTY FIRE DISTRICT NCI . ] Gene Birchhill Plans Examiner gpf cc : Brad Roust District Inspector Ray STOP FIRE—SAVES LIVES WASHINGTON COUNTY FIRE DISTRICT NO. 1 2.0665 S.W. Blanton St. • Aloha, Oregon 97007 • 5031649-8577 Ap, i 1 2 , 1987 Wyatt Fire Protection , Inc . Chuck McCracken 7100 SW Hampton , Soito 220 Tigard , Oregon 97223 Re : Is b 2nd FIocr RernodeI Warehouse FloorsC�,,- ,<-as�-_ 10 tl 5 5 SW G*ee*ht- j Road Tigard , Oregon 97223 Dear Chuck : Automatic sprinkler plans submitted for the above captioned property are approved as submitted for construction . If I can be of any further assistance to you , please feel free to ca11 me at 649-8511 . Sincerely , WASHINGTON COUNTY FIRE DISTRICT ,10 1 � � I --t `i. Gone Bir•chlll Plans Examiner JI'f cc : Brad Roust District Inspector Ray stop zinc -- SAVES LIVES INSPECTION NOTICE City of Tigard Building De,artment P.C. 23397 Tigard, Oregon 9797223 1 Phone: 639-4775 -�' / Type of Inspection �a�L.��T/ �•t_ �� Date Requested - [— Time Address �, t � � ter"�✓ Owner -u K — Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to —---- ----- �<anproved Inspector ` Disapproved Date CALL FOR REINSPECTION ❑ YES U NO N N NALM= LEE EN (' `J CONSULTING ENGINEERS / PLANNERS TRANSMITTAL LETTER DATE: 3. �._---__— T0: 'T1C,AYtp 13tMlt.i)1!4C, 23 ATTENTION: 5yZ A() bP1�j SUBJECT: PROJECT NO. : � LU . �i1Av�ri- F Loo V? We are sending you the following: t/Attached _ Under Separate Cover Via �- Shop drawings Change Order Fians _ SpecificaLions Copy of Letter Prints Other Coes Date Set o Deses—cramp on _ Q lk .r o✓t, V ax L s r o THESE ARE TRANSMITTED AS CHECKED ABOVE: For Approval �JFor Your Use _ For Review and Comment _ Approved a �- ~- s submitted As requested Approved as noted !— Returned for corrections For bids due________ Rtr�„°KS: On- COPY TO: — y�,�, tc. g�S1z SIGNED' 708 MAIN STREET, SUITE 202, OREGON CITY, OREGCN 97045 - PHONE - 655-1342 z ,►� � N C N �r N � LU � X I ti 1 X01 i i f I � c, 'I 1 Au Gtr 10' P.TvI-1 _ r �oop� e � - N�� c.�.(�rovZi puR��NS - CSX � Z !! - (�I .� D•F. N` '� O.2 , 3.0 x ? x 'Z0 _ '�.S k � q.5 x i'L - -1G Its t+ IlColo Usc� 51 ►-t y�soN LA 61 Z 14 r,VL Jq�.vw = I.o9 k > •75 C' It T-i c 1 ST COL . � ' �c 9 �/� Ci - A k _ . b11 U =` �•�xlo ` = z1 Z F. �tT-LrL- v �.4 = ZIP. _ �. � �c = • � E L - xto r r x 15 COL L-o14 r:) _ LL DL . D R V Sca )K nl . + LL = . a Go = 4te x Z LO 4� i 15 ,9'1 Q3.3 3;.0 McgNi g.33 X IU + -lux toL IZG 3 It L S i.`6Le U?. NIC Rtu1- 1 rosiS( o�.t 17b.3 X44cel —015.5 K 3.�3 -- .lox3,�3 Nl Min 5 1q(v = •1d x 4 b� r d _ o( . w (I t-J R T IA - w t4►) INSPECTION NOTICE City of Tigard Building Department ` P Q. Box 23397 Tigard, OreCon 97223 I Phone: 639-4175 Type of 'nspection h- _ _ Date Requested _5 Time ..._- A.M. P M. Address �> S-5 `s'_�_ '_` Permit #_ y -— f- -- -�- Owner -- / t-'l . r_'�u- � Lot Builder --- The folio fling Building Code deficiencies are required to be corrected: Presented to _ Approved Inspector _ � —_ -_� Dhapproved Date --- CALL FOR REINSPECTION ❑ YES ❑ NO CITYOF TI�ARD March 26, 1987 OREGON 25 Years of SeMce 1961 19i8cS Jensen Krauae Schoenleber, PC, AIA 1962 NW Kearney Street Portland, OR 97209 CQ_s<4 dam_ RE: Warehouse Floo.-, 10885 SW-ar-eenbctrg Road Gentlemen: Mr. George Sctoenleber contacted this office regarding the above referenced address, about, an alternate method fo , fire protection of the glu-laminated beams as shown in details 4/6, 5/6. In order to maintain a III-N rating for the building, the glu-lam beams would have to be fire retardant treated, which Mr. Schoenleber stated reduces the structural value of the beams. As &,.i alternate to the fire retardant wood, covering the beams with 5/8 inch type "X" gypsum wallboard was proposed. After reviewing the proposal with the Fire Department, it has been determined the alternate is acceptable. If you have any questions, please call. 639-4171. Sincerely, Brad Roast Building Official BP:cn/1070W 13125 SUS!Hall Blvd.,P.O,Buz 23397 Tigard,Oregon 97223 (503)639-4171 I WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.W. Blantor St. • Aloha, Oregon 91007 • 5031649.8577 March 18, 1987 Mr. Chuck Mr.f.rarken Wyatt Fire Protection 7100 S.V.. Hampton, Suite 220 Tigard, OR 97223 Dear Chuck, RE: First and Second Floor Remodel Warehouse Floors 10855 S.W. _Greenbui-t The plans, as submitted , are not acceptable for the above-captioned property. Please indicate pipe sizing for arrangement of new auto- matic sprinkler heads as shown on the first and second floor. Also, automatic sprinkler protection will be required to be extended under- neath the new stairway going up to the second floor. The plans that were submitted will be held at this office for the use of reflected ceiling plans . If I can be of any further assistance to you, please feel free to call me at 649-0577. Sincerely, WASHINGTON COUNTY FIRE DISTRICT NO. 1 tJ4 v Gene Birchill Plans Examiner ssw cc: Brad Roast, City of Tigard Inspector Ray STOP FIRES— SAVES LIVES sal s JENSEN KRAUSE SCHOENLEBER Associated Architects PC AIA 1962 NW Kearney Street Portland, Oregon 97209 603-227-6416 204-624-0066 TRANSMITTAL NOTICE project __ Warehouse Floors Dote March 13, 1987 To Craig Schommer A.C. Schommer b Sons 3429 N.E. Sandy Blvd. Portland , Oregon 97232 The following Items ars)4 enclosed ❑ being sent separately vieNo. of copies Description — - 1 cony Clarification No. 2 4 ]For your Informat'on ❑For approval: return signed, approved copies or copies approved ae noted. �]For your use ❑ For review/comment: return sets of comments or.I n:+rked -@view documents. ❑Ae re4uestrd ❑For coordination: Provide comments to: — Remarks CC: Richard Paulson, Sr . ( 1 copy) Jim S,iii`h (1 copy) Brad Roast (1 copy) ey _ norma-,, E. Krause__ I March 12, 1987 Clarification No. 2 to Plans and Specifications for Warehouse Flours 10855 S. W. Greenburg Road Tigard, Oregon Jensen Krause Sc;hoenleber Associated Architects PC AIA Th,: following iten►s are for clarification and/or revision of the Plans and Specifications and hereby form a part of the Contract Documents. ARCH ITUSTSI _L)EA_W1 U 1. _Sheet 3 -- Detail l/3, f1Qor P1�[1-��Xai _B ?�7 _[!9 a. Relocate Door #109 from where shown to east of Gridline "13" in the same north wall maintaining a 2'-0" wide leg on the existing wall panel between the west jamb of the new door location and the wall pilaster on Grid "13-F". Delete the overpanel of this door as originally called for, all other requirements of the door to remain as specified. b. Install new roof beam to column assembly per Sheet SR-2 attached. C. In "Retail Sales" Room #10, seal off three floor drains by removing the grates, cap existing lines, and fill catch basins with corcrete. Reinforce the concrete fill at the slab line with #4 bars at 6" on center, dowel each into existing floor slab. d. At south tilt up conc:ete wall, relocate existing single row of 2 x 10 horizontal furring full length of wall to height as directed by owner. REVISION OF ARC_H!_T_ P_AL DR_AWING 2. Sheet-]i_l: Revise reference sheet number R-1 from R-1 to SR-2. Add the f U11 gwina di&u ng: 1. Sheet SH-2 (attached) Existing Beam Connection (dated February 3, 1987) end of clarification � s y"I Z. �5'� II /4,I.LAM 44 /1 L-00.51E, RSA SIPS, VM Is rA, C coNG, rALL M44F-t.S F3F-4r-1 ELEVATIOrJ — C alw 13,4 ac OA, _-5 M f gHOW� � MCI< TI T w/ H I •H- Fr JOISM XRAUSE SCWJENLEBM Ex I ST'I l46 PRAM; GON f4 - PC to "AKvi-ioUS^ mc<O Ft5 car�eur�q°'I-�rap, tl�4l�, GR. 11?ZS z—d3-e� JENSEN KRAUSE SCHOENLEBER Associated Architects Pr AIA 1962 NW Kearney Street Pc tland.Oteaon 97209 503-227-5616 206-624-6865 Maich 10, 1987 Brad Roast Building Official City of Tigard 13125 S. W. Hall Blvd. P. O. Box 23397 Tigard, Oregon 97223 Dear Brad: In response to your plan review of March 3, 1987, for "Warehouse Floors", we are enclosing the following clarifications and revisions. T will respond item by item in this letter. 1. Provide sign for handicapped parking stall per Section 3108 (UBC). a. Handicapped parking sign will be provided and is shown on Sheet 3, north of Grid 2. Hallway 4 to be one hour rated corridar, all doors opening into, shall be 20 minute rated assemblies, self- closing with smoke gaskets. Duct penetrations into corridor to be provided with fire dampers. a_ The Room Finish Schedule, Sheet 9, calls for 5/8" type "x" gypsum board on both sides of stud wall. b. Sheet 4, door schedule, calls for Doors No. 111, 112, 113, 114, 115, 116 and 20.1 to have a 20 minute rating. C. The Hardware List, Specification Sectior! Oe710, calls for smoke seals on these doors. (See Type 8 and 9) 3. All exit door locks to comply with Section 3304 (c) (UBC) . a. All exit doors have either Schlage Type D53PD or D70PD (free turning on inside) or "Detex" alarm system with paddle device operation. Principals John F Jensen A A Norman E Krause .AIA Georgel. Schoenlel-er AIA Gerald H Williams AIA Jerry R Baysinger AIA March 1.0, 1987 pa,,e 2 Brad Roast, Building Official City of Tigard 4. All exit passageways from "Rr.tail Sales" 10 shall be provided with emergency lighting system per 3313 (UBC) . a. This requirement will be handled by the General Contractor's Electrical Sub-Contractor who is on- board in a design/build catagory. 5. Exit signs shall be provided as noted, illumination shall be as per Section 3314(4) (UBC) . a. Same response as item 4 above. 6. Glazing within 12 inches of doors to be safety glass a Sheet 5 cads for tempered glass adjacent to doors which is shown graphically by diagonal dashed line. 7. All double doors to have automatic dead bolts or: panic hardware per Section 3304tc:) (UBC) . a. Double Doors 108 shall have hardware per Specification Section 08422 2.1, F, 1. Adams Rite deadlock is a fire marshal approved device. Door 105 appears to 6e a double door on the drawings, but has an intermediate removable mullion (Specification Section 08710, Type 4) for a strike for the "Detex" c larms. 8. All panel joints and penetrations t`tough south wall to be sealed as regvi'� red for 4 hour construction_ a. Sealant for panels covered in Specification Section 07210. 9. Stairway "A" 8 to have maximum 7 inch risers, minimum 11 inch tread run. Handrails shall be provided on each side, 39 to 34 inches above nosing of tread, return ends to wall. a. Stair sections a,-,d retails covered on ,Sheet 9, Details 1., 2 and 3. These ccmply with your items listed. em MKA NNUIL mwier MKMIMM M March 1.0, 1987 page 3 Brad Roast, Building Official City of Tigara 10. Toilet facilities (Rooms 5 and 6) shall have architectural barriers to the handicapped removed, to a cost of 25 percent of the value of the total project. a. We are revising toilet fixtures accordingly and as per Sheet 3, revising the entrance doors, toilet partition doors to code. We are also providing grab bars as required per code. 'hese two rooms shall be brought tip to code. 11 . One entry door shall be provided for handicapped access, with maximum 1/2 inch threshold. a. Door 108 is the main entrance to the building. This door along with Door 109 shall have 1/2" or less of a threshold o fset. (See Detail 17/4) 12. Landings shall be provided for all exit doors maximum 1 inch below threshold. a. i do not anticipate this condition at any location. 13. Maximum slope on camps 1:8 (1:12 for handicapped access) handrails required for slopes over 1:15. a. Plan 1/3 and Details 5/3 5'-0" ramp dimension will be changed to 3'-0". We will issue a clarification to the General Contractor. 14. Fire sprinkler shall be extended into new areas. a. This item will be covered by the General Contractor's Fire Sprinkler Sub-Contractor. 15. South wall to be provided with deluge sprinkler system as approved by Washington Count} Fire District #1 (to ut)grade to 4 hour construction for 11.1-N building. ) This it to be accomplished by Fire Sprinkler Sub- Contractor. March 10, 1987 page 4 Brad Roast, Building Official_ City of Tigard 16. All exterior construction shall conform with requirements for ill-N construction. Entirely noncombustible or fire re*ardent treated wood. a. This item covered on details within the drawings, specifically Sheets 6 and 7. 1.7. All conditions of SDR 87-0' shall be satif,fied prior to occupancy. a. We will review thins with the Owner when he returns to Portland, 1.8. Separatu sign permit requi <ed. a. The Owner ' s Sign Contractor will obtain the appropriate permits. 19. Subject to Fire Department review. a. We have the Fire Department 's review in hand and will respond accordingly. I trust this letter meets with your approval. If you have any questions, please contact me. Very truly yours, Geo�fie L. Schoenleber, AIA GLS/rr CC. Craig Schommer MIR .� 7TJENSEN KRAUSE SCHOENLEBER Associated Architects PC AiA 1962 NW Kearney Street Portland, Oregon 97209 603-227-6616 206-624-8666 TRANSMITTAL NOTICE Warehouse Floors Project Cate March 6, 1987 To j✓raig Schommer A. C. Schommer & Sons 3429 N.E. Sandy Blvd . Portland, Oregon 97232 The following Items are Ri enclosed ❑ being sent seFaretely via No. of copies Description 1 copy Clarification No. ] QFJf your Infor..- ation ❑nor approval ret;irn signed, approved copies or copies approved as noted. Dr'or your use [j For re',riewlcomment return ---sets of comments and marked review documents. DAs requested []For coordination: Provide comments to: Remarks CC: Richard Paulson, St . Brad Roast Jim Smith By Norman Krause March 5, 1987 Clarification No. 1 to Plans and Specifications for Warehouse Floors 10855 S. W. Greenburg Road Tigard, Oregon Jensen Krause Schoenleber Associated Architects PC AIA The following items are for clarification and/or revision of the Plans and Specifications and hereby form a part of the Contract Documents. Aushit t_Vl_a1—Drawing 1. Sheet 3 . --- Detail It _F�o ��lar�L E ;r �uildiH3: a. Revise ceiling stru �ture and add guard rail of the Employee Lunchroom No. 7 per Icieet R-1, dated March 2, 1987 attached. b. Shift the total east and west column grid located along the top of the sheet by one number starting by revising the grid number on the main east buildinq lire identified as a "match line" from #5 to #4. (This grid revision shall match the grids on Sheet 1). 2. Revise the structural aspects of the parapet from as shown on Detail 13/6 to Sheet SR-1, dated March 4, 1987 attached. 3. Sheet- --.-Firsi�h_5 Revise schedule for Employee Lunch Room No. 7 as follows: a. The first column under "Wall No." -- revise the east wall to the west wall and the west wall to thy: east wall. b. Revise all three columns "HT. AFF" from 8 '-0" to +9 '-9" to match height of Detail R-1. Add the following drawings: a. Sheet- R-I: (attached) Platform Framing (dated March 2, 1.987) b. 5he-e-t-aR71: (attached) Parapet Modification (dated March 4, 1.987) end of clarification A '2 R- ` ______----�------ -- 3'�0"�•. 1�D�L 1}ll� 51C�� ONLY 07 i �dtcJ�M P� Nd�2 t� — Z�d� I�O''t?ci. (5• Iv�l *Id�L� rQ �5 C __ ,a► - � --- Qxfl�a�t C ICO"!', G. -- i fl � b 5�'�•l vel 7 .SNSEN KRAUSE SCHOENLSMER 'L.p�MY-M I -"Md4--vN surf:-r 4Nv Rvv f PD5!"rl Gl`I 4WHO 'S'Ive OF 4cg it, 95 mv, �� °��4►�� ,ANG � �I JENWN KRAUM 3CHMNLEREH -- I�I�I��JaC "z 5R 1_ �J2 INS RALM%N INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested �. Time A.M. P.M. G Address r 0/�-� X y Permit # �� Owner.____ /1Qit�C.b,1/�G' �c Builder ? The following Building Code deficiencies are/required to be corrected: Presented to _ _ U-4oproved Inspector [� Disapproved Date CALL FOR REINSPECTION "ES !-:] NO CITY OF 7'ICARD 635.4171 BUILDING PERMIT tamp. Lice 6351-4175 DATE arca_ _tg �� 9594 TAX MAP151-35K LOT NO. Ii,�U __SUBDIVISION OWNER *. y� *_�rl./r.a �e�to 7o2?0 JOB ADDRESS `� Oct SQA �G-�o� -1 ' BUILDER _J,.C.5CE1GLgp1k! &!>ousb Inc. — STATE REG.NO. _ EXP.DATE BUILDER'S PHONE _2111026i-_.__ ARCHITECT Jensen,, Krause & schoenleber _ PHONE 227-5616 --_-_OTHER STRUCTURE 0 NEW REMODEL ADDITION ❑ REPAIR i MOVE ❑ OTHER L DEMOI1TION l_ RESIDENCE f"' COMM EDUCATION E) IND G RELIGIONS ACCESSORY ❑ GARAGE LI OTHER FENCE OCCUPANCY i, LAND USE ZONE _ `BLDG.TYPE S ' FIRE ZONE PLAN CHECK BY ±L HEAT Intt-rinjr rgnyuggl n c'x'la ijli, lLlilclt r ajajjrayat ulaaa illk& tGnAtiOIIB Of SDI,. 97-01 _ to he rconwn mtod r or -o ngguU+y-l tenant additioa under buture permit) SEWER PERMIT M OCC.LOAD ?.13 FLOOR LOAD 75 HEIGHT NO.ST_CRIES 2 AREA 39,626 NO,BEDROOMS VALUE 35,000 BUILDING DEPARTMENT - SETBACKS FRONT i7 REAR S LEFT SIDE elo RIGHT SIDE 7 Permit `15•. !THIS PERMIT IS ISSUED S BJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING 140 Aid REGULATIONS AND ALL PLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AlREED THAT THE PI heck n WORK WILL BE DONE I ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 8E,•20 WITH ALL APPLICA BL CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck.Fire _ * RESTRICTIVE COVENANTS. CONTRACTOR AIJD SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax a.62 * PLi, With PIAUI raw1 I. 'I `at#er projetvt , Total PDCN APP NtO�tn�Erar / Prepd. _-2b.28 - - 1.,ecelpt No. AODREdd - — - --- __T3-Hl)NE -- Bal.Due _ 224112 1 J110 Issued By_—_.___-__.._._-Approved By ,. .•....�.- ..'..�wI..4Y..M uu..JY.7w-'..,. .... �1.�'.. .' '... - r. .. _aw...w.. -a....Sw.......Wy. .......-..-.. ..rv..�.... 1 DATE INSP. TYPE INSPECTION REMARKS LUNIBING DATE 3-,5- 87 F urs/ v+Z .•v�' Contrr,clor IL ba 3 Z y Perml No. CJI 7.1� / r ,ough•io .�'Z Fixture Final HEATING Contracto11 r ) 3 Ly•�� zd Rgj O ey,� Permit No. Lf(„9 /? (' Gas or 011 ( aa- 1,?t.�i{/7►-�ti+v`.. c{a� Rough-in `Z M --- z rC_�� i Final — -- SEWER �— �- Final Z_/y - l �1 +_ DRIVEWAY -- -�� y Final storm Drainage (Rain Drain)Final Sidewalk Curb 6 Street Final Approach BLDG.DEPT.FINAL. TEMPORARY CERTIFICATE OCCUPANCY Final CERTFICATE OCCUPANCY �---- ---- Landscaping i:oning Final CITYOF TKARD OREGON March 3, 1987 25 Years of Senice 1961-1486 / Jensen Krause Schoenleber, PC, AIA 1962 NW Kearney Street Portland, OR 97209 RE: Warehouse Floors — 10885 SW Greensburg Road Dear Sir(s) : A plan review was conducted on the above—referenced address (existing building only). The following requirements shall apply: I. Provide sign for handicap parking stall per Section 3108 (UBC) . 2. Hallway 4 to be one hour rated corridor, all doors opening into, shall be 20 minute rated assemblies, self—closing with smoke gaskets. Duct renetretirns into corridor to be provided with fire dampers. 3. All exit door locks to comply with Section 3304(c) (UBC). 4, All exit passageways from "Retail Sales" 10 shall be provided with emergency lighting system per 3313 (UBC) . 5. Exit aigna shall be provided so noted, illumination shall be as per Section 3314(d) (UBC). 6. Glazing within 12 inches of doors to be safety glass. 7. All double doors to have automatic dead bolts or panic hardware per Section 3304(c) (UBC) . B. All panel joints and penetrations through south wall to be sealed as required for 4 hour construction. i 9. Stairway "A" 8 to have maximum 7 inch risers, minimum 1.1 inch tread run. Handrails shall be provided on each aide, 30 to 34 inches above nosing of tread, return ends to wall. 13125 SW Nall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (5031639-4171 - ' Letter/Jensen Krause Schoenleber, PC, AIA Page Two 10. Toilet facilities (rooms 5 and 6) shall have architectural barriers to the handicap removed, to a cost of 25 percent of the value of the total project. 11. One entry door shall be provided for handicap access, with marimum 1/2 inch threshold. 12. Landings shall be provided for all exit doors maximum 1 inch below threshold. 13. Maximum slope on ramps 1:8 (1:12 for handicap access) handrails required for slopes over 1:15. 14. Fire sprinkler shall be extended into new areas. 15. Soi,th wall to be provided with deluge sprinkler system as approved by Washingto,- .ounty Fire District #1 (to upgrade to 4 hour construction for III-N building). 16. All exterior construction shall conform with requiremeats for III-N construction. Entirely noncombustible or fire retardent treated woo4- 17. All conditions of SDR 87-01 shall be satisfied prior to occupancy. 18. Separate sign permit required. 19. Subject to Fire Department revive. If there are any questions, please call 639-4171. Sincerely, Brad Roast Building Official BR:sb/0828W Cr.>I,_ .I,_i :; ENGINEERs P,A,,NLp's F Dane ,e P E Davi A gee PF James G Smut P E February 26, 1987 Project No. 906.22 Mr. George Schoenleber Jensen, Krause & Schoenleber 1962 N.W. Kearney Street Portland, Oregon 97209 Re: Warehouse Floors, Parapet Connection George: On Wednesday, February 25, I observed the trial hole drilling in the top of the tilt-up wall . A 7/8" diameter masonry drill in an electric roto-hammer was used. When drilling on the center of the wall , reinforcing steel was hit at about 2-1/2". Moving a little off center toward the inside, a hole could be grilled 6" deep within a minute or so. It appears that this method will work with a little care and experimenting to position the drill . The ideal hole position is along side the horizontal reinforcing toward the inside face. Accordingly, the anchorage detail should be changed to a 3/4" or 7/8" diameter x 6" deep drilled hole at 24" centers with a 1/2" diameter x 16" long all-thread rod. The drilled hole should be cleaned of concrete dust, flushed with water and dried to a damp condition with an air blast. Grout to be mixed to a pourable consistency; fill the hole L/3 to 3/4 full and jiggle the rod to the bottom of the hole. A light tapping may be required to set the rod at the bottom. The grout should be allowed to cure overnight before doing any work with the anchors. Enclosed is a revised detail of the parapet wall connection. Sincerely, LEE ENGINEERING, INC. } I James G. Smith Structural Engineer JSG:dlj Enclosure cc: Craig Schommer 3429 N.E. Sandy Portland, Oregon 97232 708 MAIN ST., SUITE 202 OREGON C TY. OREGON. 97075, PH 503-655-1342 �i I I #4 MtasoNs. supr�� UL Z�' x 1(, ' ZI 9C- NAT r 7 ALL.TH t�J. I ' Tc.s Sr--T TWb ROD - VILt- BOLE HIq�F �I FULL. of PCI-OZAIILrr Cor i CON 1?,r=XTRA- S ,A N 17 J 14 4 L� Ido n Tv T�c�TT• o tip , I - - III aF NOL1: • Tt\P 9 0 h i o 13bTi OF I I-AoLG oil t-t� p�� 4r1WwN�ar-_ SF_T ?NFbSNT i� WRtc14 T14HT Arrr YZ . -r G�R�a�Z N A s CtA 12rz� t cd►►c . X {�rzGp U21%-Lr n ROt-S l'�A1t- 4 Z4" fa P051►10N f\loNc, sIoC o(= HoYil2 'RF_INFOi�iclu4 elrPN Noir-_ w/ AtVWAT%tt I v OOD virzncr r3rzT floor- Urzcte 4STL flU&ir As wrap STtFFRN PL�T �. �,4.�NrtcTioN� 7ArAFDr T ADpIT)c------------ t -- — — i I CITYOF TI ARD February 23, 1987 OREGON 25 Yews of SerAcce 19161-1986 I Mr. Craig Schommer A. C. Schommer & Sons, Inc. 3429 ME Sandy Boulevard Por land, OR 97232-1959 0&'.501 de- RE: firehouse Floors - 10855 SW 4;reenbnrg Rd. Deer. Mc. Schommer: I have received your letter of February 19, 1987 requesting approval to commence work on a parapet wall at the above referenced address (prior to issuance of a building permit). I can appreciate your request and therefore grant approval to begin work (as per 3etail 13/6 of drawings prepared by Jensen Krause Schocnleber, AIA) . Please note that an inspection of the wall. prior to grouting will be required. Also note that the top 18 inc'ies of the parapet may nct be covered with combustible material, such as roof covering (see attachment). If you have any questions please call 639-4171. Sincerely, Brad Roast Building Official BR:cn/0752W Attach. i I I 13125 SW Hall Blvd,P.O.Box 2339411para,Cxegon 97223 (803)639-4171 ----j rrr�r.. A. C. SCHOMMER & SONS, INC. GENERAL '�-'/ONTRACTOR Quality Construction Since 1937 E 3429 N.E. Sandy Boulevard • Portland, OR 97232-1959 • (503) 233-1026 February 19, 1987 Building sept. Tigard City Hall Att: Brad Rust Dear Mr. Roast: IJe have submitted plans for permit on the Warehouse Floors Bi,ilding at 10855 S. W. P, � Road in Tigard. iJhile the plans are going through .1;' yt A G L. the review }process, we would like to ask permission -o proceed with the required parapet wall on the south side of the building. The reason for this request is we have put a new roof on the building to allow for future occupancy. We, however, cannot fasten the edge of the roofing until the parapet wall is inbtall.ed, If we have a strong wind T am afraid of the possibilities of losing the roof, or portions of it. The detail of the parapet wall is on the drawings. Please review this item and *notify us in writing if there is no objection, we would appreciate it greatly. Sincerely, ,� --- Craig Sc Z��er. President A. C. Schommer h Sons, Inc. CAS:pm iI l CITY OF TINA Rd No. 201,83 13125 S.W. HALL BLVD. n /J P.O. BOX 23397 Date TIGARD,OR 97223 Name —�+•I Address Lot Block/Map Subdivision/Address v — Permit ft's (Bldg. Plumb Gash Checi� l —— Sewer Other Other Rec. By Acct. No. Descriptlon AmoL'iit 10-432 _ Building Permit Fees_—� 10.431.600 Plumbing Permit Fees _ 10.431.601 — Mechanical Permit Fees 10-230.501 State Bldg. Tax _ 10-433 Plans Check Fee 30-443 Sewer Connection _ 30.444 1 Sewer Inspection 51.448 Street Syst. Dev. Charge 52.449-610 Parks I Syst. Dev Charge 52.449.620 _Parks II Syst. DF;v. Charge_ — 31.450 Storm Drair,age Syst. Dev. Charge 10-1,30 Business Tax _ 10T3_4 _ Alarm Pei mit — 10-227 Bail -- 10.455• Fines - Traffic/ isd/ arking 10-230- CPTA TraffictMisd/Vic. Asst. 10-456 Indigent Defense 30.122.401 Sewer Service/USA _ — 30-122.405 Sewer Service/City 30% 30.123 Sewer Sevice/City Maint. — vy 30125 Unmatched 31-124 Storm Drainage 40-47-5--- ncroft Prin. fymt. 40-471 F icroft Intim''ymt. / �— TOTAL - DEPT. 0 PIS 1 AQ. 2 - 14 'a7 lull r FEB 141967 JENSEN KRAUSE SCHOMEBEP U��►�..r-_ Nov�sr-_ �o�-s . �tot c -T ,.VL A L OAIL.QLAL147 LOWS dol-A V Rof,��i �VGGIN9ER JG�y 10,1°'�O Z• 1 - a� ,��5�N �C�►a�s , �cN�t��l�.i��3rti2,. LEE ENGINEERING, INC. t q (,.L Wu). vl:- -A^Nn ti CONSULTING ENGINEERS 708 MAIN ST., SUITE 202 j PorL'T,14N 10 91'Lol 4)REO0N CITY.OREGON 6704 PH (508) 655-1343 5o; • 2Z? � SwG r SAI Pay w INSNI . 7.0 T41 dosis, 1 5 F_t-nZci / H n. 14. 1. 5 Wl.dSrliDIr lni* Q'.Fit lltlfy . 13 o rs�. Toi. � o.b �+sT• -�C�tSiS . S(�►'� N 24� �' L� CWNi�C.!,�11ivt. G�J(iv2 5'TC�yZ{� FytpNt s, n Lr s P v4 N LAS ti. 14 C✓aNTlt.liVliv2 HG 2x .b IL � z TsrA 'Z`4 •rs t ,/ 3� p. s1 tlrsa14 WIS 14 J1c, ShrOnp As R.t Qr) 4bA Lata . 51 Oaf-_ F►?uN 1 . �( ►^�hJ = ill- - � Z tj fit. .03 I .oI kA;. M �. � 5 1.01 x 11S x 2t �2ZX _ I '2. s , V d = 80.IZx I - l.tq I�s� 1;1 z2 A - � ► 5 . 3 I.tSx Oat 4o z I . 40(.14 w w �xl.clx2c..4z. K � 1� 3 1.'0' x lob x a gfoq app : is x 1.2v . ". 3ol. 0 7. w/ �Z MtA\ N VZOOP. LL 4 Dl Nno.H wT. . o� • `IS k /�� t It. x 1.5 1-1 Z .9S 7K 3&.0�' x ! = I?I. � k . �b I�I.S n 12. ' I.IS x 7c�t.1 Sg x 3A - LL + DL - S )e S.0 x 4;6 3S'� x I.gx la3 X 13� � , b L e 1-L tAsr_ S� x 31 i (,L" LAH w �/� cwN r,r �z. s %.Ap 10 zs JL k. r 24x 13fi.AM .9 S�Mt�wvt.. To STOAM F VL N TRAM o �,/ z2-i cw- way+ Z car H� vc IN-t�r��o�z oats. — P,M.ax 2 AMD t`�aST vJV1�l 1� ISS - 2.5' I��ti S rj x S.x 3/I to Fy = 4.6 PATI L1 504714 tzxI-Nig 4.L 9,L e' SoLt'lot wa« -T 4x 4 x ��t sa F,1 tA ALL is L vt So�•�1 t1 ww�l SPvaN Te, 7.0 WLL + VL i x .n3� _ .4S • 4 L I.Sx 4-.b _ dg xL_ 5 g x IS ami.4 � L.L + nL = Sx . gz, x 7.o X Z40 -- _ . c�17 t4 x I .$ x 103x 1441 . 4 3b u- UA"i w/ �z" CbM V3E12 y r C s n��t-� �. r,As h�� t-y i n ✓� t s. l i 21(4 %ANc PL`}WrJ I� ( i I . 2X4 colli. I& TAI SS C-D24 I T.ST 13(h u t,. PAN r:� �1z��4sN tn 2. I4.� Nwl C HTL / I - 2X4 a 24 Cr 24 2X4 C 2¢ $ire Psom A 35 Air ori f, S�O�c G,-LPN M• S 111 SoN I A P35 — STomn. FnoN;. S r_cT 10N CR S"tovLc_ r-y2-o NT. Wt. pay W D. I c�u I Iys Atco L. f� iSaY /4 x I-5�S $IDr_- 5%. cLSt. :pAr-1�4 1/4"4 THMA I 14 17. G'L L•i WLTS y4 j \a Ty n S-rv2r_ F rz-otg i 'COL Sx1/4� 0-S%¢ Lvc�KIN�. Sd�lT11 %E C,AP-FILL I A L _�� r�� 9 I G IAr-►• Fti;ni.l.N 1U'TSL e '24 .0 N - f'25L O C K --- T -A -- - - I } L 3x3 r % X 4 Ea • , -- --rt- — ��xs� ora 1 �� 4 le,4r r� I�19 %4x I S3/s EA. 0F_ f - 1384. yX %gKO-IO% 4 5�orrV-1 co I_ G� EASE C-o(Z-NrzvL _CoL ►J� �J_ _ 2 ' i V WMIUL Ts SXSx liiv —�, / r#. I� x%xo•lo -T, (P Sl 0v,f-- t v C)"r. f ^� 3.3/4�•ll�rltA \ �� p, r_ AS FA,-z, coYiNFY2 tar-_N• Sig r� ��• F Xcrz�i TS Sx S x 3/,,, Tr ru11>y rai r ? AY%OV r_ 'TOP �•�� OF 5101= f:k p1.aN • Siorzr-, C12oH7 CDL @ Np�IH corzNt'�i2. Ts vt 5x 3/b 15 4-l• + + � I rt, 10x /2xo lb `.91 i i I S,Ec-7 o J L 4x41 U 13- Y¢6 PA'ZA osi s 'i o Y.I Coar_. Coli Cotz vt Col• i- 27'/i 4-L. M� 77- 4-74 /a G,-LP M s COL Cot-i$t r cT%0N s'A'or /.\s FAST Conw-toot Fxcftp i TS SxSX- 3/i1. 'T r•Nth1iNo4Tf: A(WE. Top of sttor rt". PLAN SZovLr r-aowT COL AT F_xtST Col, TJ.ti,) 11�� G FAUA 4/z ENo or; Ci•LA%l VJALI- \ CoL. S/aPlywO. �1 2" N.T.S. 4L L5x3x /¢—� + + 5/4x 31�/t ti_LAN . - + M� '4' _ LP t2. Iii ,�4 �' SiDi: Tis 7 ax� x 0'-Ilk S c�R. spp,�itvy— S%4 i S, 4x S/6" D-75/a ICOL i ---- IS S x S X %►(. /4 I I Cod N° I -/ PLyw //3S I V) IS 4 jq -l�F'1. I to�•T i LS%3x . SiA s'/Z y-CAM . + ----- ------ - ,.OL \0,04L SxS� �6 I• CGS G,LLA - Lw 1J.P. t M 'TM+gA ro1Ts \ S OSx IS Sia PLujVJ � / J 5%g x IS 4-LIAM. r4 SIDE. 'y4 nlurE � �# I I -- � C'ol.�G,lµ- LAM - SoWTN (*bnNC-r RLry11i SON ya Ts 4x4x S/I� 1 I r uoN mrA21t.IG, WALt- 3/q_� TNrtN �o�?S - ID�7-r—�D�2- �.. 4 - - I Ig TYP• Q i Ln 5�bX22%z G� L x 5, X 17%' Iu ..it _ TTN - (%LQ- LAti co 1-i N. AS Soy;,l I-1 WADI / X 7S 04x v HoR%Z prZol _ci ioN %g f►IDE f�s. I:XISZIN�j �o• TIS U�. a is y- 5/8•�� 144THRH t.1s. - _�r I - - 4. i } ? '�11,, Z/4 -LSx3�t+�&/a 'YA z 1- ' 4 j •r -T HOLE rot t _ r� 45/$�coNc.WFcgE �� - A►ICN eR C'jw-LAM=-(bL- -WAIX CO NN RC.-r i W4 Sc�vtT/-1 UVAII.. 4 - [sR4 A 5x3/oxo S'/4 fEC71ON �+ Of 5/yr Y `Z 7l2 L� b 'TILT h TNRN D01. \\ ' \�\ •40 Li r4 o a /�` -k( AMC. r-.mt%, n - m1w. Ho2uZ. T'Ro.irci'ONPUNW. (44- LAM CoNN AT - — Wr s i WALL 5/ � C01JC Wr•_DyE 8 AN�HOY2S. (�s O WRE Q'D WIC 01#4 1(o-tit 3 S 4x� P= totir=rt. 5j � OWIC WE0411 - - - _ ANC aclD 514" Vt. Ac-nrt0%- i ( 1 Awc. c T R.D BET T.)l Joi5 i$) t 4'� Sib KywO. � S�4 �.• (.Sx3rc� �- - - -i -nLT.q Six IS ;-L ho-TMKN Molls. L 7xZx /i(, + V J. c4, -- 41rST wA«. S'/&XG•l, �r3aa. 5x xo 5% y4 T 6LIA . LAM Coa w r_ZTI ON AT CROSS Ti r:. �11 3/40 # I� + vi I T5 S x S X ;�I(" ` 'lull %¢ FLA. -i o t t4-,r CoL. � sr r_ H r- rt ' sIzr_ I I t 2- 1/4. x IZ"A,n. T)p Cot. RwSE I C, 10"% I I I I I l=out FTk DIM. � RI'sINF. I � I 71 - 4 J l -- I ... tt rrr�t'i-U 9• �� _ ••• � _ 1��1_•��Z�/itis b The W series Strong-Tie purlin hangers otters the greatest flexibility and versatility with numerous design 2 modd•cat,oris possible Some o1 the more Important variations are Shown on the next page MATERIAL W — 12 Gauge Embossed Steel Top Flange with 12 gauge Steel stirrup 6'2 WP— 7 Gauge Steel Top Flange with 12 gauge steel stirrup HW — 'd'(3 gauge) steel top flange with 11 gauge steel stirrup FINISHPrime Ouality, Simpson Grey. linear polymer :oahng Option: Hol-Dip galvanized available —Specify— hJG design FASTENERS: N20A—20d x 13/4'annular ring Shank nail—included Patent 10d and 10d x IW'nails—not Included I 248.275 MAN;ER ASTENERS'— ALLOWABLE LOAD$' ! I{ FOR USE _ ttRU MEADER_ MANGERJOtS7 .IC$0 ALLOWABLE JOIST4ALU: r00E1• Oorlk (2►1 ■ S e Top .FACJi NORMAL MA.EMUM MORMJLL 1115% Wg iJi?59h 175•+. 94' 7. 21od t•tOtl+ty' 2_?00_ .200 733 916 - W 75'x' ,t 4' r 2.100 1-IOd t 144' —2200 220D 936 1170 Wd?'• TAR5.9 5121 31'./ 94• 24• 2.100 — 2•iDO t 1h' 2200 2200 1166 1532 _ 0 wt,.1 ' TJt2S1t#(2t 391,1 11#' 24' 2100 — 1-10d 1 th' 2200 2?00 tB72 2310_- W3510 ' TJt3}to r.:'• ,O' r i tOd — t•t00114' 2ID0 2200 760 975 - W35t2" TJI15•1 2+-.i'' Ir Y 2•tod 1•!01114' 2200 2100 951 1192 1A75u ' U135•,4 2+.:'• 1A• 7 2100 — 1-too e14' 2200 2200 '11, '/� Patent tMJSt6" •.11"k.16 rr 2•tod t-1Dd1,4' 2200 220 IIp 4,005.942 TJi35t6 tr Y 210d 2•10dlt42200 2200 1160 1835 W361B 21 ' 103520 •'j iJL3S?D I+'.:+f 20' r 2•Iod — 2.10d1ih' 2200 2200 1555 1913 WP35ta2" Til 35•,0121 416• 10' r 2.10d — -loom 14• 3122 3255 1580 1980 WP3512.2' 1.1135•,2121 AAy' tr r 2.100 2-10d 1 14' 3122 3255 1908 1385 WP3514 2' 1.1135.14 121 +1:' tr T ?•100 — 2 tp0 1 1v_t' 3122 3255 2251 I817_ WP3516-?• tJ135 .0 171 A4. 16• 2' 2.100 — 2 100 t t',• 3122 3255 ?5% 3215 W P l O -Piste Z TJL9S,e 04 ,r Z' I•,aB = 2+od 3,22 sss 297 3870 tIYFUM2 iJ7}20 /}•. Z•_ .2:100 32.100 rZ2 3256 , 119=.. 7e6T• h -1510 -TJ145'D r.: 11, r 2.100 — 1•IOd114' 2200 2200 ,116 *57 -1512• TJrA5-u rn: ,Y r 2.,0d — I-Iod1,n' 2200 2M 1361 ,7o, 1}.� w/s,4 T.1I4}u 2+11: ,r r 2-100 2t0dltw• zI00 1200 +609 loft (p WA5t6 - 1.1105 t6 rn: 16• r 2.10d — 2-,Odt,h• 2200 2200 1655 2318 tePASiB _ T.11/45,18 r,.: 111' 211' 2.104 — 2-,0ex,4' 3048 3255 2098 262? - WPAS20 11.11145.20 29h: 20' 24' ?•100 — 2.1001114'1 3048 3255 2339 2923 t •� WP/522 TJI.45-22 rh: 2r 2M• 2100 — 2•,00114' 3048 3255 2518 3222 I ~ Wt'4S?1 U'4}21 lMiet 21' 2W 2.10d 4.10d1T4' 3041 7255 2115 35,1 WP/5I6 11.110526 lelltr Zi ZK Z•tOd A-VdIt#' 30116 7255 3QS9 30!12 Wt'45I1 11.1!1521 tier 21!' 2.10d 41001,4_' 3016 3256 3Ze3 4103 + • M .-2100 _ —. 610d1"!' __.�10_� 3255 _ ]503+1 -4391 MWA524 9391MW1524 7.11,/5.2/ rig, 24' 24' A N20A — 4 1Dd11':' 3185 _ 1820 2815 3518 MW/ TJI./5.26 rr,: 26• 24' FNMA — A•t0111t'r' 3465 4620 3050 3612 MW4528 1.11145.26 r'.i 28' 24- 4-N?OA — 4-10604* 3465 1820 3283 4103 �- HW ,FW/S70 Tl'4S3O ttr'� 4-0920A 6100Ath' 3465 . !620_ 3113_, 1391 _. • I-/, WPASt42' fJ1,/5t0121 54' !0 Z' 21110 — 2•IOOt,h' 31,". 3255 1220 2775 1111}12121 54• 139 Y ?-100 — 1 100 1,'� 3f1+6 3255 1722 3402 WP4511.2 iJ./SU f21 SN' 14• 211' 2.101 — 2.1011 3049 3255 3216 1CII _WP4516.2 1*45.18 M sM' 1111' 24• 2•,00 2 1110 3048 3255 3110 4631 IVPtSiL? 1.141511 @I S#' lr I4' 2•,00 — 2.100 3018 3255 4196 5215 WP452P2 TA-45-M M SW Nr 14' I10d — 2'Soo 30AS 3155 467$ 56.17 WPASI2'I U45—II M SM' Zr 1M' 2 tOt1 — 2.100 SOAB 3155— 1156 6115_ wPA524-2 1A�/5.21 T 5#' 20, 14' 2-100 — 1-100 3048 3255 Sam 7037 WP/526.2 11.1111}26111 S4• ?6• 24' 2-Sod — X100 ZD48 3255 aim 76Z+ t WPAS?e 2 ll On S#' Zr 24' 2100 — 6100 31018 3155 9566 8207 WPA.142 1114}>ti(i 9Y' >¢ J"2MA — _1 t0d 3416_ �.-721_+5._ TO26_ _ 1782 _ „« r1W1S11.2 iJ1/}t4121 54• 11• 2!c' 2--100 5293 52&1 3216 1022 MW/5'62 iJ145-16(21 Sc IF 24' 2 tOd S?e3 5163 3710 4637 — MNa51B 2 TJI/5 16 12 S4' tB' ?h' ?-100 5203 5263 1196 5715 •.111143201 1jA}1pfTl SY' ZO I4" 2.100 5283 6151 A61e 5817 tw4SII I tj-4}II RI SY 27 2W 2 100 SIBS 5263 $156 6115 i 1 vh:S,A 1 1JI A}?4 121 SY' 24' 14' 4100 5263 5263 5630 70.1711,161 TJI1526t21 By 26' 24' "Od 5267 526.1 6100 '621 �Wa5:62 i11S 18 21 Sti' 239 1N' 1•N2N1 — �,Od4 SII63 _ 5263 6f66 820; H,A4534t TJ-4•3ot2t Sv 3Q 14• /•N?OA — ♦100 5263 5113 1025 6'12 rl 1 0 A/cenq Srr Nree,:n 4ec0^rena4t•cr&^258 o'tnt internst.one'Gomre^:r r 1 d C ORme s U�i1%"'P+1,,4: Sr I!. C 8: Typical HW in s!alled ot;;s>E �cp y ene N99;?E Vr'• `"",^^'-a o,Tanmun+aesgn load,taunt: rnt •1111 o'"r C 10 is ,:: •e r•c 7•P^• "'R1..;^pian ae.v- L'temd 4tIM O 14011 met F10 Of used trtten SOC"e:"I'S:•^7 rtl:• "ts:ee: 'ISl• �i= vc -,• .�:•COtx•r 9:.39 .er.. _ - p TW Purlin Hangers TW The TW series Strong Tie hangers are specifically designed. tested and code accepted tot use with the ' Tpurlln Patented The wee welded configuration allows maximum adaptability when special (stoped. skewed y p4.005.942 and'ot offset) hangers are required In addition due to local installation practices and detail Installation requirements many areas prefer this style. * �,J MATERIAL Top Flange—7 Gauge Steel I" Stirrup—Embossed 12 Gauge Steel / FINISH Prime Oualii)- Simpson Grey Linear Polymer Coating Option—Hol-Dip Galvanizing Available—Specify HOG FASTENERS: 10d and 10C x 11Y nails— no! included N20A— 20C x 1V annular ring shank nails--included I N54A — V4•Diameter x 2V7•annular ring shank nails--included. MANGER OIME11sioN3 FA5TENERs' ALLON'00 LOAnt' U moon first ■ H HLADEA NAMGER.ICIO ALLOWABLE PURLiN 1r.,Ut" II TOP PURUN � MRTFAC( UPLIFT NOR!AAL MAx11aI1M NORMAL 1251• � I TW141D TJT141 111;1 74 4' t 31rk 7 lode iW 265 2770 2770 31M Itis 3E?:4 J Tw142O .IJIJA4 11.r, .11.r _ 2_fL*L =T ?-1pdaih' _265 297D 2974 3100 3675 , TW1454 iJ114 4 11..,' 14 4' ?' 2 N'4A 2 N54A E-tDdt14, 665 3860 3930 3100 31'E� TWI610 1171675 P)w 16t:' 7' 3.700 ''10dslh• 285 '774 2'70 3100 3975 7W1624 1.116 Ts Tbr 16%, T, ?Y2W .�: 2.100aiBa' 1795 _297C_ 297D 3100 - 367S ` ` TN'te54 1.'16'5 Ru' 16a.' 3• ?-N54A ?'NE•/A 610datM' 865 MFA 3930 3100 'i C 10 Accepted Ser Rrswo Recommendnton♦t25e or roe imerru!rons'Cometence of Building Officials runnoIrr Building eodet Set also \� I e e o PFc 243E NRF 1 iF and in Noir forint mmrna D'manmurn design loac reou,ted thr lesser or the I C B O nange'load or the 111 enc Dta• ; sear pnrern 11aiten dbw%m table may not be used wren suecn,eo Tors'end resp on!eatere a1-oaawt range.load! is thr murmurr ahnwab/e reaction lot a 3'During lengtr per IC80 PFC 354, — —" O 1101"View—SKEWED LEFT SLOPED AND/OR SKEWED W HANGERS. For Use With TJT' Joists and a TJT Purlins BASIC ORDERiNG INFORMATION Any bask model can br provided In any combination of sloperskew required by the addition of specified slope requirements In degrees from the horizontal plane up or down, and or skew requirements left or 4 y', right in degrees iron the normal perpendicular angle For example. a W9 wanted.30`upslope and 451 skewed right (as viewed into the hanger)would be ordered WEIX•30°U, 45'R (X - special, U - up, D = down, R = right, L - le") A combination sloped and skewed sea! generally is provided by a weld-on to the stirrup sides 10 provide the required slope'skew seat Sloped-only seats also may be provided by a weld-on seat Y TOP FLANGE SLOPE also may be ordered. with or without a dope andtor skew seat For example, it a 20 !'�_ :•.�' degree TF slope Is warned down on the lett side(as viewed into thr hanger). add the following information —TF Dowr 20`L r � Due to their infinite vane, no sloDelskew hanger Is specifically accepted (except the SUjd ls' by code These models are Lased upon equivalent Standard values and specifications exc 1 for the required slopelskew conditions A substantial representative sampling have beenideTypical W Installed a manufacturer's guaranteeof code-equivalent values as given This guarantee is limitedSloped Down up/down 30'. and)or skews of rightnett 50`. when installed on Douglas fir as specified and Skewed LeftFASTENERS As noted In tables—additional fasteners added as required depending onTJI is a Registered Trademark and TJT Is a Trademark of Trus Joist Corporation,Boise. I .r NT FA: N01! 10 on:saa %.poon.Ig conditions untnua'roto,ng tacessnr wood ln,atupr basin[MvuOnmen'unur ries b'abno'ma r ousr woolit spew d,Doue1 drilling and or d4[uss wdt taclor) A' J'a/ng lcodt,41.16%assume 1110Dt'InSIA14110n ane int wecner tasiene's o,nails vetny ma'int su:oo^mr^IDe a••1mS tins tJ'IeV vi Int svecnied nails it, taor rt i e B D cont undormrry trawn,,m va it, are peer.as 25'.nrpne'true norms wnr.1 unless amdec by les!01 ttvm c4¢.uafee data Dine• map,mums such r 15't or 33%poenn n eerlar geC•c'aD,j a'eas 0'ID'uctrcial conddtOnl ant r^Jy Or Art wV't ADD11Ubil unless oiherw,se',nl re'e'ves Int"Ohl et ening!Srw,,r'n�',ons drspRs arc modus wohout no1,c,we moiwly ow liver ttYOpe. moi_ i 0 �K l',121 1 - O enrrai orr,ces Fariorl A Wuehouae 45c'Doot,"ir Dave PC Bop IS68 7wx 91&W 7136 4�Lrano,c Carr 9457%—Pnonr 1415.5C2 777' ,.Ahern Cabicitnis Factory I Warehouse C sone.Pa'm Sher B•P% Cal'' 92671 no^en 1713,6q4 5775•0141 671B373 [pal•ranch Watrhouae 554 Nw,Rca c Da'a, lrsas 75714 no,— 171.4.3et,9533 Copyrigh! 1081 SIMPSON COMPANY WTW Bt-2 �rara 14 INDIC Atr 5 C0l/Ft4 L 15-41z- u T I i q • 0 \ y 0i \ S ,N n , NA Cr,L fJ DL. + Ll . Cod. `t_Z'= —1 .— t)c-->7 �I . I Ib k- TS Sx S x ��I� 5r-r oN r_xis T I N � LO 2 %Z coNc. vJr_byr: Ar1cs . 'DNL Ts SxSx3/f, '_ �;' x 12 Twvu. u/ 4 - 4 3 '23 k T 5x 5 ,c �l16 S 2� k D G 13 k 2� 2x Jo" coNT rt-T4. ISrMoND STbt2F 1=KoNi i �F_r DlziAll. FovL RrziNF it 2= � K lo" c )wT FT t~ �r_ G bI�Tlgt� Fa►2 2ftIhIF 4'- 4 ] x 12" T H k. W/ F.u.), fl- 12 26 He 3'- 4 I#j x 11" T H k.. v►/ 3 - 4 r-_.w. itoTT ►3 k TS 4- x4x 3/16 2'-z x .t� CONT FTti • Sr-_E DrilAIt F-mt (2r2INF Id Ih k z'_ n n 3'. v x C-*" SF r: DIiTK11(- Foot 12('�I►.IF IS I b k ' _ I HO 2 S k I T,;, S x 5 x il 6 3 gK I t P, tz, AT CUT PANEL. Ewt) � �� K S K � vj/4" *4 mO I I 0"1 �KIyST� �,. %v "1 WA. T GMLCL I7 K- S x s x T li' 2:� 'rI. .. :) w TtfA.6. boli or FINS1-i t--LVL. r utO. IG4.S �ODOR 5�►a�, . 4$1 co N c. K W i• Ids I� t= ©N (o" C.��sN rt n enc k. Cdt-i r, A0 IiD T }ov S-A S 'A its �J i"A to r UJ I. K u)I. I I" Torte covert . I � S 6�w� PrnlMfii�L Z`� � I � 4 � 1'� FIM I.4 INTO 3lVNM. N ACT DkYw--.r-1I0N IL # !oN IC , Ty I� ill Go LCI O I �e� I � I II I � I ' N � I N Sc` Cot- O O t=T(I T?r1Z 14 i L rout Rr,� NF. I COL t, F 'r4 io 10 10 Cod, 10 QTc, I � I OOL �'3 f3fi ONO I � y I � I I DF-TAIL r-ovL Rritmv. T 4 �O COI. I'3 FTC,. i v L V-\Inj 4-jj I I) X1:121M1i1 hVt / (oK!eX WI.4 A01-404 `dIN. -to4 C �b� f3ctiHo 2-010 SLAM- ACT Nootc I e�r r COL r;c.. I 1 � �L$k COL. / wwF / Sr_r_ sc.Hr nut_t r-0vt Fry dP ~I - s FTI, S12G caL FTy ,, Cot. FZ4 Ca STb12�_ F noN T - 4C 1 L - S �,r�ns DlscataT�*tu�t @ Cool . .I. S'Tore-rt. r-ytotJ j FT4 i I ' (��N'�l•S1 u 0 �, Z4 ��T I lT N P• SAS,p O, F'�C1ST;NtI 4xL P.T. lr-.oytzr2 w P� \ 5/a+ CONC AUC. 2x4 cc",,ra�td"s•�� LAH ✓CpHF3rLOZ M , 2x g E 24 — -- I Slrlr'soN �zc. RaAcr% G$Z4 - T11 c �11�-•---�" 5" jy�___ - Lk IS 4x446 3j (3�gSf \ sic- I 4 I — y4 sPiacal C%q-"ApAIZ i ' ,e_�ToIt �� C�Na.. r R W L • �% �'� PSV! S � M 11MKTf� .. /C3A5k T�. rjx 3/4x ID.� +,v NK D! 'P A W1 x' ��4�X It"A,*. e Ib�Ole _ I ro J s ,t �Gf' o� CYC►.,or � ••--- � % - � Tc,h or f-.YIS'i + 0 riI rxlSi sNt�W Lc��Ao Cis 15C 2'1 - 13) - o.4 > 3.O :. LAsii Q' o z5 s �J 90 rSf. N ��-o + 5 ►ac ow c, Zxa � z � A = 1o.9 � - 13, 1 a I�ax •5� z o t[ I.Ib� 13.1 C,L,4 - Lwm SP►ar.1 40' + 01.33 + �R X = 4ab4-a t, 1.4 k. I. 1S x X15.3 • ll hs� e`. 1. I S X. 4c Z T '394- )( I,&n 1o3 x 4-965 x.091 �� App ' I Cl . Lo�A 9 • = 1 Co. • K. LA r7- %s 4 x LA t. o Uyiz 7:•b 1. �A'Tr rzi,L ALSIS OH`AYz MALLS lL r � J \ "IN U ----- WALLS /e t 7 i F L(.�J Y1TI O t� I ovV� vAv��y51� . oVr►�. Sr-_tSMtG.. , Nc,aiH - SotA'iN Di2Fr jibN. U),wr) ro►2cr-L Is bkSTvtMVIRO Tu F'r,At�4r.) � sold To goof= vLArft rZa �� . 5,�f�►� vJa��s _ k L 1 �Lk \ 12 it EAST - AST ION K IS X ,011, Otto FovLc`, is 'DtStv1�>3u'tlin GO% "fo Fcxgt4l) � Sb7� TO 2aoF �IArN►2N 4r'1 •� Qont= � Ln.Qs t 3.1 k G.gS iC`V 1 1-1 �N�t 4�1�. V..)►.l L Y = �o.�5 t/litU X . CON I I N�•tL`vlS 5/t, x 15 4- LA rl e%-knvzT> R/FT St. �Nr�hn. wwMl - 19�- a5 5o k�Ft a �� c r li" Q t:,-*, r�Ly w I� w1-,o F A,,T r-rt R r2 S 4 c- jo vi Iv ri Fnc,rzs. ^-N�i a'' `�� Ntfi✓t M Itnl b PIL s�r00 . 5a�1n E3Lk ALL C'LI w M - rqN rzt- �vtitH FAST SHNIAV- WA-A- = C0N11F1 %AO 5I$ K1k;" G- LA CHoMD Rosi- VIII I) IV2 4c," sNr2r\m = g•"� . I1- -O k/r;. �o �W GAYZ W K11,L — 2 or LL,• 17" $•`� _ .�jC; kr.i I�SrZ SAH r 5jIri,►4►T W AL L AS 5o LA 14 / �._�l, � iZ... Pty►a r: L. F�ri�p . s%>< 15 4 LA N — FLrG'jION r,,nP• � x &, LA(c . Po LT @ 2i�4 `Y, lu S/`� NoLF. I L 5x 3 x �, i WFIn Tb EA. sTL. STHn Yz'CDx LWo SZ�. s,i-Ao P-jLUCh% "(1 AT ALL pF\s4r L R'D(j ts- P��t1r,�at_ SELF• Tt,rQiN - u)C�hTo I�I:1KaL SCY2CiwS. L" x 7o CjA 4"C/e PtNNrIL r_D�ns MIL 57u0S 2ZL� P0Nr�L SRr,A14 F I r Lo. Yz�K 10 A.n. Q DrSL CK 2.0 4A M1t, ST%Ab G 044 ENp of SHr`�art LOALt_ J SNriF1l` W1All Ls/y 51 ti n so N H n 5 A HoLn t)MON I- Y4.* X I -(- ANS. 'So-r tv Ccx.1Cmmlr — 2 - �C� r$otTS THKL4 Drat. STu t'' 23/7 KSf_I '2 v r4 NGYZ�2, 19" CMA. SOWb r Y:-n'-1% ty MASON$. S4rrL a. I I NI h I l �8,� z ?D ZI NG PLAT t.ri ALL THD. •Tt, S F_T T W b PU:)f - 1=I l 1, H O Lr- H ALF I I FULU OF (�ow►2A+3r� 4Q-CL+ CoN(4r (TRA- S SII I AW ID2%Vr-_ Fon Tczs- FbdTT. o.. Pr--1,(T STI. t - (,PLV. �N - M 5F_T M NT T Wrzacli 714HT AFTr 12. ` G�RDVIZ MAS CIA f`•X�sT � 7- Cof1C• / ��e X (0� 4rtrlp Mvtrt. brZ-lk-L=ti 11-©Lfr- WAi CJ 32"% ar-_wTr►2r-_0 IN Twit- of WALt,. 'CULAW qok� w� Am/wjo Tj%t- AsTL PLATe AS tZt'zC C TO STIFFF_N c•�teNctc?�crv�. SRISMIL 'Q-0MYZot-S c>Or-_n WIND . 16 1987 = Z 3 Cr `Or = • K l-a Y .$ x Ol r = .3 o jp. JENSEN KRAUSE SCHOOLS J, Fp x 2.5 x 70 _- 59.y .._.. o,T HoN 2 - t.t�, >K.oSSS ^ .a7 k• - A1T= C , . 07 x 12 ; .T; it 32�� 4yG Tkmet a 2.c.1 x .35 .9 4- k , kA sop- S/;t TH D. fto D. VI&7 PT H E R O TH RIFT A T M =r Gas Direct-Fired & Electric Make-Up Air Units CURB MOUNTING KIT UNIT LENGTH LENGTH(A) WIDTH 12"CURB 24"CURB —'--� r!Votumatla — IA) v 140 .rutarlon (B) ICI ICI OT 112 53'/4 NA 35IA 12 24 TOT 115 57Y4 NA 351/4 12 24 OT 212 531/4 NA 59•/4 12 24 701 218 -r,.1 It ^85'/. 711/4 1 El 4 i'zil' Nadel (Furnished) Air Replacement LNt NOTES Sd cune Caulk Therm UThrift Unit (Furmtshed) Unit Curb Angle' • Curb Mounting Kit is shipped broken down and Coupler Flashing s By Conlractor must be field assembled (bolted together). (Fu....shed) /� /Roofing by COnlractp • Curb Mounting Kit supports the burner and Cant star /lblower sections of the unit. When used with __ r (Frxil Curh Channel By GMlractcv u I,sh" downblast units, the kit seals discharge duct- x. work roof openings, preventing water leaks into the building ------- - — Roof Insulation By Contractor • The curb can be used with most conventional flat roofs (e.g. bonded, corrugated etc.) *TOT 221 unit has 11/7" X 11/:" tubing around base rather than angle shown. • If filters, dampers, hoods or other accessories extend beyond the curb, additional supports should be provided by the contractor and placed under the furthest section. 616 N 51h Street (� Minneapolis, Minnesota 55401.1276 11"lling'k (6 121 -138.1401 Telex No.. 290142 WMA o S'/ x 1 '/�} oPc, . n P`,A rNS. Gx 7�-�5�� c/c d2 . 00 '1?. QLUAR BeT. purzu 'Ns. i EXIST Nti I ------�'/—�--- 9K 25 /e G-L Ex1STI W, N Nr:w 4xI2 W/i�MPSo1� N�IQI MFtH. t�. \ oA a K ---- 20 -cam c Li- �WH. RCM Tc;-1 212-0 '20 C-0 As s a H r` I-OT U+s l TU LOW, s i o r=s cF lucr�',145�0 UNi, Lawn PA J � ^NC Lawn 4 x 12 4c, PNYILIN 00�4NEC I IOH ?4 = SS I# Lill 1rov o LO%6t) to ul • (.W H 10004 143 Dr�cktwil- 5 3 LL. �y 'TOT. 3 4' Ps�• 13.33. rrn '� o 1� �RR . Rrt t .210 x 19.33 .} 13.33 x .S a 2•q t. pp I.Sx2,�9 J= Z.CrL 1r✓(� o� = 2.. 69 k • t� = I .ts ,c t,t.9 = . Ot, kL� IZ.bI 1•�S M = . 2'10x 19,3bi + Gx .'�� x 9 b4 _ 14.Iloh + z 14.Ihxlz. I.Z1 ksc �- L 13.33 b I.tSX Ilro.o 612. A : l.t.o? _ Z Z Ar rn - r-� l _ 5 x 14.1(,x I t x Z 3 L 4gx I.ecox lo- X (653 _ QLAh- ?V, 25�Yt A: 1451,-Z� S - r)10 Z z Io. 105 7x25�,� X1'13/' , 42.5 x I.o - .92 k t� • t.5x •9 '� - .nc��5 k.S� A[�Ii1�NWL S►-ICA2 �� 4co Zl.lt. . I•c,c.x It AnDIT10"AL Hurl M 23X.9L - I.o x 19.5 - I .c,C, k b ^ Icy = .C)Zt, pzrt s�+.,i (Asr,n oty IDL - 10 r,f " C14NT. n.l bNt.y = 7(, X 1U X .OI Li ♦ (OK 20 K.bIO k. DL +LL - 4.r,, iv i H cwN T - D.L + L.L, �b N► S,�r �� D.l. t C.l. = .o3� x7ax 4�L - 1$S.IS � �. H (DL+LL oN HAiN srAN DL cN c►4Ni.) = 185.2 — � = Ic�'l.7 Ft MoH tx Hr-Lr-&A vm i 7 cgvwox I? -Z HA* ('CtWr�Lri "OH A � S = ?x 25.g1S K ,9I - '�Id _ I[,e.9 x Iz 1 .15 Tulp, Is H ax pass inLm IJITH r-,1L- L.L ON Hltk%N sPNN AN4 No LL ON C1gNT1Lr,Ur_t(L �C�NTr, 2 spAN :. � x 25�� 4- t.�t1 AorZc�u�gTl� �o �rrovzT r1r�cNaNlcwL u,N�T P►zrirr�-Nr_!� Lblvi71vN ►S F1Turiyt. S�t�t't o,P (2-OL . i 1.rrw 4xto cL+nf's wl %A"� X 10 LA4 13O1_i 3 rte. str>s- _ CANS' ST RI 11 c�rL 4•LWN. Mn^-HVAtAICKIL. UNIT QuY2Y%�, 1) r%7t IA I L L�1 i 9 (� + L •'1 � Z u)1 r)cl OP N 2 • Nc1zi N s1 DF_ TiLT - UP PlAWZLS. (a CA 14 r, L4 . "REHwlmme, Or Ar�ovri iu Be Surrovt rth, &" Nw 4 h L - (2i.e - ,g ) .074;- a - W, 4-' T 4 x . O';S - . ILL r.b k /F;. Rr�rtwi �iit�y PONRL WIDTH - I4I -L" Jr �o +3r-L SurroYlTt_h = 19. 1 x 110 = I°1. r-_Kic>TiN 4 D►;.Tw1c.5 S,140U.) F-X tftlq ,,V, I kj t o COL . A P r mcn A, 11 -' 164 bOt.�7 ri l S tau b t�l 4 R r�M W I N. 5whAY2 x Z 11 P,ILS SNrtAYZ TVc-TANS(=ri12 Wog-11.0 t3� c,�v.�StIONAr3�rz . • o l GI �i;►11 is 14 L rN rrorzT' AT C.A r--KD of riAN fLL Iol IS Sx3x ,L A= 2.97 kl 9, 5'x Iz r = I. zi . r Uzi - 94 ��, - rs-4 4 Tor 4{o FL S i ?: 9.;� �q � 9.5 ., hcws - •i � izcncwr--_ `II.T -lir Wq« PAN F L41 �- _ T_ TLSAI'1�, g,F-4- -}J- --(-D Elr. ANT. -- _ Y .Z r 1____-- •- 11 1 REtin V Eow 12 Powri 04 h WAU. rANrL i 1 , hill 1 ® _._..!°fig'?� °�� ..._ 02 -2 _ °�. . .. PLn N OF 12 �x Nato iS Sx 3 xI` WUAMNS J V4 f SM rt''d►2Tt W ej TILT-Ny) WWF t` l/,IJhC,I� f 0,Nf,-L At3ovfz — •F $LOG. PIPEh Iy L-- '4 4 - IS' LONG 17 SL's N,4 1;, EIEY, SNT J IN P1_L or -!LT-Uf ----- DnTt - SC V T O WALL DO 40T ILVE OFlitj 7 C. �I�+t r_ µl A s N r- -L 3x 3 x sl►t� (Loos%) I TN►tN I",OLTS• c,►LU- LAM. - *Tbta A -514DrL:. 0x 13.4 b-Ii/ _ � / f3Ac.t Tv T3►1ck. or- CHAW%JF t.S. ExtsT $Tt. ST41AP• C,X �Zf.4 PACK TI4141 W.0-k .1 K — /N►4H $T12FN4TH Ir NoR- SN IU P1 K MOR71 All IU.i k Ic� tSo�tS Y�io�T = 4.1 x 3 = �•b it. I sFc-T t N - A GLm:_ - LAM SU PPot2T Dar/-IL _ . 1 �1:'J� - V�„/�'.1_i!'. �;��' �.r ��•��'• - 11.li1:/^t1Jl�l '�'�Z�a�NS. t`r�l;f~c l t� 4 b ►0 2t, l 0 4c� � .. KlAp I -� oo �T�4• .o r`, Q Poe r' N tr r O v �J Z 0 —�—--- 12YLy c 56PwQ4;1 12 'L7�lIZ� FAMELso. 4 ILUD�i X01-1 • rA T ^ -- -- 9 t 0 J I Qx � 4 Puny% A- 41,•4 N= 1 U.IF �nnb = i4So 'c�t'11�v2 sp►4r,1 19.5 vJ, _ K 107.E 1% x UA u%T _ .�a;- _ .0vI2q�Qc,,� 4G.�} x . 09'; ,K 1.L Lr.s-, 1.1 1,1 19.5 - 1�,�� - • ��-o ;, FLtlxunF b.l.. ALwu) . ��I v S FzS� z i CouTatvtS. . 004 4X1tc5� FoVZ 1200 =� Nci • boLS .0.4 QVIf-v SPAN = 19,4?- UT. � le �6 ��T ' •9,7z ,o'�4to ��w S t►t.87 x ,0.0S X Ls LL vp '1.41 ` 11,14 •391 Fuc',Xu 12th 00 QQNT12ClS, Lr ss �rek►ut, , C • oe(, bx 12 ,o tt A Fort 2oc�r,N 4, -- 4• LIAH . A -�pp� SPAN 77C,l ' v = X 165 SfAcoo To' y� 1111= '� X %Ax 275,E = 1 7¢6 k h i z,2z t � Lo �SHF/1vL (<r,Si l,.t_, — •0217 22 _ IL,S .� 1�• :. �fi�L�lVI� �1VtOI.S. Poor PaNrLL o l v Foh- 12vot=i Ny . � N t sc., C'l�l� aarw c,7 o 1r, 31 %z a = N, I. �} ' �cwNT. - .��}(, x 12Z _ 5��t ♦ •��t,X 2Y K tZ - 1�l •Z � k. I 7 tb _ tS2It 'Z.3H k5" x 2. 1]02.'1 141.'$t. M s,Np .140 x462 &' 140. 1 K I`OL-07 I I i t y1 i S � �x I'?.�5� q X52 . • ISS , �PLAclwcj - to �/G Wr, 0. `t.4 K I� 2Vz I•� AmRAvt = IL ?L _ 17.75 lrs, ll. oto2 IFsS , oo7s PV.,cRt�y y - , 01 -41, Fo✓I_ MoorHIM . �k�h C-t4rMct1� OF PIX 2.5l/, &I-t1 25.E i'L-X .q1 - I D 41,i� log.S NIrANT ` • 17 KIt) + ISIS x ZL x 10 7- i .�� . 15 o x t'L - %.5 l -7I0 or 7't o S 6.tl 1"1 SIY1 r = •c�5 x 4(o - ISO X I 'A �1a °� R,�r7vtCr, WKMI? 7n z.4 X e04L = � o3ls 0 eo ALLL)LUgnLrt FOYL (2ooFjt4t7 t, H SC, s .OILS oV i • Oro Co) ps.�, i ly T N A / 4 /. ] Q- I nuc tr_g eon ct N` 4 F-,u c.G►�! �I�G i -,: . nuc rvt �► top � +� ft `�r c by �x ` � �. � � J \ �rZ Na 1�i I PI Ci T VLv\ WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.W. Blanton SL • Aloha, Oregon 97007 • 503/649.8517 February 6, 1987 Wyatt, Fire Protection, Inc. 7100 S.W. Hampton, Suite 220 Tigard, OR 97223 Dear Gene, RE: Automatic Sprinkler Protection Warehouse Floors 10855 S.W. Gegebu" Road c¢.56-v CIE A fire and life safety plan review vas conducted on the above- captioned property for outside wall protection. The plans , as sub- mitted, are approved for constl-uction. If I can he of any further help to you , please feel free to call me at 649-8577 . Sincerely, WASHINGTON.' UNTY FIRE D STRICT NO. 1 Gene Birchill Plans Examiner I;sw cc: Tigard Bldg. Dept. Inspector Ray /encl . /Zli '. -TO \v^4_*__ T' Alfie , Sn �cJt�..)iNV ♦vac. Q iA t- /'�/ �.�/� ,�_A� G,l1/V`J''Iir, �c e/V C ♦•�A L L S ory L y S` Tf./id.t STOP FIRES—SAVES LIVES WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.W. Blanton S1. • Aloha, Oregon 97007 • 503/649.8577 s ■moi�� February 3, 1987 Wyatt Fire Protection, Inc. 7100 S.W. Hampton, Su;te 22.0 Tigard, OR 97223 Gentlemen: RE: Warehuuse Floors 10855 S.W. Greenhurg Road A fire and life safety plan review was conducted on the above-noted plans submitted to this office for automatic sprinkler protection. The plans are not approved. Automatic sprinkler protection needs to be installed for the full length of the concrete. wall of the older building section. This would provide sprinkles protection on the outside of the south wall from the alarm valve main riser to the west so that the wall of the older structure is totally wetted by water. If I can be of further assistance to you please feel gree to call me at 649-8577. Sincerely, WASII I NGTO COUNTY FSI I STR I CY NO. I Gene Birchill Plans Examiner ssw cc: Tigard Bldg, Dept. Inspector Ray STOP FIRES --- SAVES LIVES r� SIGN BUil-DING PERMIT APPLICATION TIGARD DATE � � 2 - 4233 rHE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR-1 HE WORK HEREIN INDICATED BUILDER PHONE 2 1-<')—7i OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE :, 12- 1L1 - -, OWNER ;APi.'i, AxI01;4U. Aol'JOB ADDRESS .� �•reit:r•trur)< p,cr LOT NO. APPLI, , CN CO ARCHITECT - ENGINEER GUILDER t�raj�nr_ 5th :orT�_— ADDRESS �J!.) :�I 1'jjjt Ave f't� -DESIGNER Jreyun si-ul STRUCTURE ❑ NEW ❑ REMODEL__jQ ADDITION ❑ REPAIR ❑ RENEWAL _❑ FIRE DAMAGE _❑ DEMOLITION 17 RESIDENCE U COMM G EDUCATIONAL ❑ GOV'T ❑ RELiGlO'JS ❑ PATIO '] CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY — --LAND USE ZONE ""t''__BLDG TYPE _ FIPP.'ONE.-, PLAN CHECK BY Fl .—HEAT Coastru t li-U eft wn`=)er Ulan_ s code --- __ — SEWER PERMIT# _ OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO BEDROOMS _ VA_LUE BUILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE HIGH sibE - - - - Permit 31..'• THIS PERMIT IS ISSUED SUBJECT TO THE P,EGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 2 1.1.3 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total ` .f.3 RESTRICTIVE COVENANTS. CONTRACTOR AND SUd CONTRACTORS TO HAVE CURRENT CI'rY BUSINESS State Tax I LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. _ .?i� - SLAC- ; Total 54. I ' ) By PDC# AP_ TRPL G- ENi -' ---� --' - ---- - Receipt No. Approved _ AdDR-E9S PHONE CITY OF TIGAR D PLUMBING 1� �' "� ��• Applicants must hokt Oregon Reglstration to corldud a plumbingF�1~R��IT T'�CR WM business or must be property owner/operator not hiring outside het LE ' ta394175 FAddre" me of Dewlaprttant L-N O� C 1`r c� Plumbing Permit No. s�>> Job •5 ♦ �� OiiB At�21 O/0 OUAN. PRICE AMT. Addre" tat uj f7n Map.No. I �>1 �; A.�_ Block Melon FIXTURES SM>Ic 7.50 or name of ss LMIMY " 7.50 ess J"1'" �`.,. Tub or Tuf►rSflower Cants. _ _ 7.50- Shower Only 7.50 Owner / to ZIPWater Closet - _-- - -_--- _ Dishwasher - 750 - Phe aiGarbage Disposal 1.50 - - - J - _ _ Name Washing Machine 7.50 \% l 1' =I�O✓ r [-"z o Floor Drain-- -- -- 7.50 - �y ess Phone Water Healer 750 ^ ^b - — - - Oceupent (Ay/Stale ZIP Laundry Room Tray - -— ?so - - - Urinal _ 7.50 Other Fhaures(Specify) - 7.50 - — � 750 essPhone - ------- - -- 7,50 Contrwim /SWe ZIP 7.50 _- 1-4 -- S _ MISCELLANEOUS City Bus Tax No Sewer Is,100' _ 50.00 Plurribers Bus-UFI;WSewer-es.Addit.100' 1500 ( al) Weler Service 1 at 100' 2000. 1 haraby INCIOrowMdge thal l have read this application,Vial Mw InIormaaen W0W Sw�e:a- dcM15.00 A2W' - - - gtvsrl is Coil 11"M 1 sm registered with IM Stale Builders P+w ' d.and also — .- haa Stall Pkurr*A 11000se that the nixnbers Oven are oorrwt,thd all �Dm^8 Slain Oram 1 et.lOJ' _ X0.00 ve - Pkun+birV work wr be done in s000rdenoa with appkcab%provielm of Ors Sbmn&P*jn Drain AWN.100' 15.00_ ?on Re ii 9181kulaa Chaplain 447 and 000 and appbmdit codas and Vial - - rt[ huwr bs VMA7 ed ur0m Ioarla- under QRS On(If exempt hrnoMobile F�"°Sp" 2S 00 ts Stele ngiatslati please pith maw be". Badu Flown Pnvenow - HUMEOVVNM-1 twillbj W*Vile 1 am Via uwrar of 5•prapetly de- Dem or AnO-Pollution Devrca 7 50 embed above.at wfddl kxoaaon t propose lometro■pkanbft kw*s anon for Any Trap or Waste Not my awn w-e and Vila properly M rwl bakq am W&xlad for sale.Issas or fent Came[bed to a q*jro 7.50 -- �� Catch Basin -- _ 7.50-- _— k".of Exist.PWmbkV - 40.00 Pa Nr RepuaaMd knpecll" 40.00 Per i AAar.of Pkuq t nrbhan ExW*g Bldg 15.00 min A�.1TTtp411ZEp Bt(1NATUflE----- - ---- Dab New Bblp,of Build.Adduct+ ----- l5.00 nun DOWAn work now[) adeitinn(] aMer>ttlon rapak❑ .:.�11 i 14.(10 __- -- 1p two of - - -- Aq id U"of Mi SlAliillAllO! , ThispasttllR MSooItIM dull ane roe 0 wadt� lMu or oaoNon aul W1111ad le not ON +aRatladaf111r1 dfl�Nu1►•eortrltaolllnt7=*40iAPWAl $Drdasdonadfw N M any r"0%,work is 001"Milo MIN 06% MguOd —_ --- by -- - - ------ --- -- %MAI Na 01•a1 r« "V�u'�` " %A i Y ur I � AAHU ML(MANICAL PERMIT Permit N _ Description City of Tigard Table 3A Mechanical Cods OTY PRICE AMT 13125 S.W. Hall Blvd. 1) Permit Fee -0- -0- ' 10.00 P.O. Box 23397 - Tigard, OR 97 223 2) Supplemental Permit 3,00 639-4175 Furnace to 100,000 BTU - 11 incl.ducts i3 vents L 6.00 , Furnace 100,000 BTU i - 2) incl.ducts&vents 7.50 Name of Development Floor Furnace - 9) incl.vent 6.00 Job Address r Suspended heater,wall heater Address ,r �! 5�� - 4) or floor mounted heater 6.00 Tax Lot ",' Map No. Vent not incl.in -, Lot Block sttbdMelon 5) appliance permit 3.00 : Nam(or name of business) 6) Repair of heating,retr Ig., - 6.00 cooling,absorption unit Mal' Address Owner phone - 7) Boller or comp to 3 HP 6.00 absorp.unit to 100,000 BTU Boiler or comp to 3 HP-15 HP _ 8) absorp.unit to 500,000 BTU _ 11.00 Name 9) Boiler or comp 15-30 HP absorp.unit 1/2-1 million 15.00 Mal Address -�-` Phone Boiler or comp to 30-50 HP- - `'` O 10) absorp.unit 1-1.75 million 22.50 Contractor c - Ai/state Boil*r or corn to 50 HP f- 11) absorp.unit 1,750,000 BTU - 31.50 State Registratlon No City Bus.Tax No 12 Air handling unit to 10,000 CFM 4.50 I twroby t"n Is 1 acknowledge that I have read this applicatktn that the inlcrmallon 3 Air handling unit p ) 10000 CFM + 7.50 rr rxedam ffte,that I eowner a authorized agent of the owner,that plane stttxn.'tted aro O, OW +YxrgAisncs with State laws,that I am registered with the State Builders'Board,that the141 Non portable -_— n,xnber"n is coned (If exempt from State registration pleese pNe reason below). evaporate Cooler 4.50 Vent fan connected - --- z, 3.00 to a single duct --- -- Ventilation system not -_ - - - 16) included in appliance permit - 4.5C Hood served by - 17) mechanical exhaust 4.50 me SipnsCurs towner aspent) - — -- _ Date ---- -- -- Domestic type Describe work 11addition [Talteration� repeir (_) 18) incinerator 7.50 to be do-re _residential O non-residentiaf Commercial or industrial Y- Existing use of 19) type incinerator _ 30.00 building or properly \ i A is - sf �' �f f a - 201 Other i.e,woodstove,water - Pro Po sect use of heater,solar,clethos dryers,etc. 4.50 -. building or properly -- - 21) Gas piping one to four outlets 2.00 Z Type of fuel- oil f] natural gas" LPG LPG [l electric C) --- -- - 22) More than 4-per outlet - - SUB-TOTAL - THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- - - - ,,TRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 4%SURCHARGE r, s DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTALh 63 ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER -- -- _ W0f3K IS COMMENCED. TOTAL i Special Conditions � I Date issued_ by 0 r•• �J I 4 e 10855 SW wNIIco . n 0 00 �. 0 '•.�� "'' L10 0 tiQ �y o Cq E o y \ to01 0 ra b m 4 tn a N b t wi { M rz Q) N N M .� d • d N rl U o 0 U +� O 3 ro m to ' Cco ON En L N In - NOJ; to to C CLI Q Ca U +� H + \) �� rare• 4 � �,5�� -:,.. ys,,��; { � ".4 - ,��.�:,y .`�:, . �i�rt.CZU INSPECTION NOTICE City of Tigard Building Department P.O Box 23397 Tigard, Oragon 97223 Phone: 639-4175 Typo of Inspection Date Requested 3-/3 l TIMG.___.A.M. P.M. Address .__IlS�7 .5 Permit Owner_ _ Lot �t_ Builder The following Building Code deficiencies are required to be corrected: -- --- Presented to —_ Approved Inspector Ll Disapproved Date CALL FOR REINSPECTION ❑ YES L] NO INSPECTION NOTICE City of Tigard Building Department r, P.O. Box 23397 �Y Tigard, Oregon P71223 �) Phone: 639-4175 I Type of Inspection 1' Date Requested__- J I/L - p _ Time --- A.M.� lrf. P.M. — Address �~ _1 �r_ Permit Owner 7� —'- /� I Lot Builders_ _ (` it iyl l �( J� :i_ Z _ The following Building Code deficiencies are required to he corrected: 00 j`� [ �� 'l(�vin r1r�:..��_•_ y �.7 C3YZ_g —. Presented to ❑ Approved Inspector - ❑ DisaparovPd Date CALL FOR REINSPECTION C] YES 0 NO � .+�' v„�,�� -��!41?t' � "w� ```4"'!13..•i'�' � �eP�� +w�� -.,,, ,.�* ,.a�y� �4 �he..��.�.�� -..�� J �`�.,,.. �• ':i� ""C� �5'ic� r ..�.,�. n'"t�" �+6Y+,`+A�'",�,�jTtM `h .'t'a-{ ''�'t ;' wit PKIAr WON I ' J y•(/ all "Wo Ta- � H � � � i •� ��rr fi 1 a 00 cd 0 to b� ��rr 7 E� a yp o '� I. � • v aG A p �, � •� l-1 � N 'b O � ems." 4W 6 VT IO — o� � v, e Ln a f 4>+. �.J J 00 4-J cid r V 4-J � .. t.4 .O , g F t� .. pip pp�� K-f...... ... 0,V •j�`'� ,.+' `` ,�! 1� a �. �� .w!r' '*'•"�ts�� x 1 � ,';I�F#,�x�,�.9�'�- k d'$x pr M�w-,^,^�c`�^�•t y�-• IMO71 �`: � t6*b, �n � + :1� '�,...,.•- INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 1 igard, Oregon 97223 Phone: 6399-41775 Type of Inspection — n // Date Requested_—_� - Ti ma LC 'A.M. P.M. Address /(� `^� 61 "4---2::)?tt f- .— Permit #v l Owner____-.-- _ _---- Lot #. Builder � rte) l _� -- The following Building lode deficiencies are required to be corrected: 41 ZAA At— V est ad Presented to _._ [� Approved Inspector — —. _� Fr&sapproved Data Jam— CALL F0,4 REINSPECTION '('-f YES 11 NO INSPECTION NOTICE ��(✓ City of Tigard Building Department �� t"4 P Q Box 23:197 ^ Tigard, Oregon 972.23 ap Phone 639-4175 D� �f1' pay (- Type of Inspection .-I'z I r Date Requested__.-. /D TIM9 U' A.M.__ P.M. Address " `Permit,4Ll-iL1-J-Li L-. Owner---------- -- Lot # BuilderThe following Building Code deficiencies are required to he corrected: Presented to _ ❑ Approved Inspector __ _, H Disapproved Date CALL FOR REINSPECTION r-^YES ONO ®® CONSOLIDATED FIRE AND RESCUE Washington County Flro District No.t City of Beaverton Fire Depertrnent lueietin Fire District ' FIRE MARSHALS OFFICE (503) 526-246: ! POSTED: OCCUPANT J /� �.•/ r� /�� r _ L• CONTRACTOR 4f C BLDG. PERMIT 11 PROJECT NAME PLAN REVIEW 11 LOCATION JURISDICTION: I= Be. 2= Du, 3= K.C. 6= Ti. 5= Tu. 6= Sh. = Wi. 8= CC 9 KC_0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL El Framing Separation Walls S; -lakler System Shaft Fire Dampers (Overhead/Underground) Alarm System El Hood' Extag Systems El Conference Spray b•-)oth Ceiling Cave:- Other J'� �izl!✓[. C1y IIIc ✓r��,� f�cf�a d/ff" fi. /Jrl/�irY r Ci Da Lz: Itrspec for: INSPECTION NOTICE -x 3 L City of I iga d Building Department P.O. Box 23397 Tigard, Oregon 97223 7 Phone: 639-4175 Type of Inspection Mte Requested Time A.M. —Ae4%M. Address J& Permit t V-2ff 1, Owner r)A Lot Builder The f0lowing Building Code deficiencies are required to be corrected. X .[. X -a-4 7 jj Presented to nA roved p InspectorZisapproved Date CALL FGI ,WINSPECTION 1!�Yll 0 NO Permit No SPI.30_-88 C..TY OF 1IGAR0 SIGN PERMIT APPLICAT.IuIV The applicant hereby applies for, a permit for thea work indicated or as shown in tic accompanying p,'.--ns and specifications. i "' t r i l 'let 1 SIGN LOCATION ADDRESS: 10855 SW.CA&Gacka Blvd. NA-k OF COMPANY: Jazzercise APPLICANT/AGENT: Heath Sign Co. 283-0110 _ The City of Tigard imposes an annual Business Tax whi-h must be kept current on all persons doing business in the City. Do you presently have a current Business Tax? Yes PROPOSED SIGN: _- PERMANENT ( X ) FREESTANOINC ( ) TEMPORARY ( ) WALL. ( X ) 9ILL.BOARD ( ) SIGN DIME?1SIONS: 3' x 5' TOTAL SIGN AREA (Sq. ft-) 45 WALL AREA (Sq. ft.): 1200 M! HEIG14T (ft): n,/a _ PROJECTION: n� ILLUMINATION: YES ( X) NO ( i COPY: Jazzercise _ MATERIALS-7 annum cabinet plus Texan faces EXITING SIGN-,;:none OTNER PERMITS REWIRED: YES ( ) NO (X COMMFIl'T'S: Sign will go on north wall fac=e _ PLANNING UEPARTVENT All sign permits atust be accompanied by a Permit Fee: �25� scale drawing and plot plan. If work Receipt No`: authorized under a sign rm* rmit hay not bear, Approved By : D. Stuart completed within ninety days after the Date: 7-20-88 issuance of the peri-At, the p,,trni►t shall -� --�- - ------ becomo null and void. I CEk T If Y f HAI I AM flit 1tt."OR9l-I) OWNER U1 1111 PROPERTY OR AN AGINI 1t1THuRi/1-0 FAV 111f_ OWNItR Applir.ant' ii Signature AddresI Telephone 0AS.i„b i ■ a Permit No. S/ " CITY OF IIGARD SIGN PERMIT APPLICATION The appli _ant herQhy applies for a permit for the work indicated or as shown in 019 ar..4 wapanyinc1 plans and specifications. SIGN LOCATION ADDRESS: yO-5 ��%Ltl ��OGG �%7�1 ZONINC: C- NA'V OF L7JMPANY: n APPLICANT/AGF_NT: the City or Tigard imposes an annual Business Tax which must be kept current on all persona doing business in the City. Do you presently have a current Business Tax? PROPOSED SIGN: :"RMANENT FREESTANDING ( ) TEMPORARY ( ) WALL ( ) BILLBOARD ( ) SI('dY DIMENSIONS: � k � J TCt AL SIGN AREA (Sq. ft.): � WALL AREA (Si. ft.): HFIGHT (ft): t PROJECTION: _ ILLUMINATION: YES (',�'� NO ( ) COPY: — MATERIALS EXISTING OTHER PERMITS RFQ(1IRED: YES ( NO COMMENTS: : --- w�r,°/'��ti' :a �'L c •ti - PLANNING DEPARTMENT All sign permits must be accompanied by a Permit Fee_ .c`t) scale drawing and plot, plan. If work Receipt No. : _ •1�_ i.Athorized under- a sign permit has not been Approve By: , _ completed within ninety days after the Date:_ �+ issuance of the permit, the permit sha1� become null and void. I CERTIFY THAI I AM THF REl'ORULD (YANER 01 I,u PROPERTY OR AN AGENT AU1110PILF_ ) Hy THE OWNER Applicant' s Signature Address Telephone DAS:bs62 CONSOLIDATED FIRE AND RESCUE Washingtot i County Fire District No. 1 City of Beaverton Fire Department 014' Tualatin Fire District Ott FIRE. MARSHALS OFFICE July 18, 1988 Firestop Company 9384 S.W. Tigard Street Tigard, Oregon 97223 RE: Greenburg PlazalJazzercise 10855 S.W. .Caaeade Blvd,6 r eeo b' r-5- Tigard, Oregon 97223 Gentlemen: This is a Fire and Life Safety Plan Review for an automatic: sprinkler system. This plan review is predicated on the National. Fire Protection Association Standard No. 13 and the 1985 Edition of the Uniform Fire Code as amended by Washington County Fire District Ordinance 86-1, Plans are approved for construction subject to the following: 1. Install added sway bracing if needed for support of newly installed sprinkler system components as required by NFPA 13. 340,5 z. Inspection Required: Inspection and approval of installation of the automatic sprinkler system by a representati •e of this office is required prior to the cover of any new system elements (i,e. before the grid ceiling tiles are in place). Please call for an inspection upon the completion of the sprinkler system modification If I can be of any further service, please feel free to contact me at 526- 2469. Sincerely, � Jerry L. Renfro Deputy Fire Marshal JLR:kw cc: Tigard Building Department. - District Inspectors 4755 S W. Griffith Drive • P.O. Box 4755 • Beaverton,Oregon 97076 • (503)526-2469 �r i- IRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL 37331 INSPECTION NOTICE OWNER - -- _ _— _ DATE OCCUPANT_ �"v� G�i�C�$� _. _ OCC IJ PANCY LOCATION YOUN ATTENTION 19 CALLED TO THE FOLLOWING FIRi .AFETV OEFICIENCIIi,$I o CCV'ere' FAILURE TO CORRrCT THE ABOVE CONDITIONS WITHIN DAYS WILL MAKE YOU LIABLE TO PROSECUTION SHOULD ►IRE RESULT FROM SUCH CONDITIONS YOU MAY BE LIABLE FOR DAMAGES TO PERSONS O`q O E*TV U E) BY -)PROVISION-1 OA ORS 471 190 '1/r _ WASHINGTON COUNTY FIRE WSTRICT#I FIRE MARs t- 20665 S.W. BLANTON STREET i ALOHA,OREGON 97006 649.8577 PRESENTED ro_ FORM 900 40 Washington County Fire District No. City of Beal&rton Fire Department Tualatin Rural Fire Protection District June 24. 1988 Ervin F. Flick Reimers and Jolivette 2344 N. W. 24th Avenue Portland, Oregon 97210 RE: Alterations to Greenburg Cascade Plaza 10855 S.W. Greenburg Road Tigard, Oregon 97223 Dear Mr. Flick: A fire and life safety plan review was conducted on the above captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC), Uniform Mechanical Code (UMC) , and the Uniform Fire Code (UFC), as amended by Washington County Fire District No. 1's Ordinance 86-1. Plans are conditionally ak,iroved subject to the following items: As this building is classified to house a Group B Division 2 and it is unknown to this Plans Examiner as to the exact tenant to be c.ccupying Lhe newly separated space, it is assumed that a Group B Division 2 type occupancy will be moving in. 1. Exterior Exit Door: Hardware for the exterior doers and key operated deadlocks may be permitted where there is a sign posted on or over 'he door reading, "THIS DOOR MUST REMAIN UNLOCK[.) DURING BbaiNESS HOURS" in letters not less tha•:1 one--inch in height on a contrasting background. (UBC Sec. .3304) 2. Double Door Hardware: Where exit doors are used in pairs, approved automatic flush bolts shall be used on the secondary leaf. The door having the automatic flush bolts must have no door knob or surface mounted hardware. The unlatching of any leaf must not require more t( it ,:ie operation. (UBC See. 3304) 3. Interior Finish: Interior finishes shall not exceed flame spreads of 25 for stairways, 75 for corridors, and 200 for other areas. Smoke density of materials used shall not exceed 450. (UBC Chapter 41) 4. Address Required: The tenant space number must be prominently displayed on the street front_ where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. (UFC Ser. 10.208) Ervin Flick June 24, 1988 Page 2 5. Fire Extinguisher Requirements: Not less than one (1) approved fire extinguishers) with rating of not less than 2AlOB:C shall be provided for each 1,500 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of t..d building shall not exceed 75 feet. (UFC Standard 10-1) 6. Automatic Sprinkler Plans: Plans referred to ani/ examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for •approval prior to installation. (UBC 302(b)) Note: It is not necessary to submit plans unless automatic sprinkler protection alterations are necessary. Newly installed demising wall, running across the back portion of this tenant space shall be placed so that automatic sprinkler heads are not more than 7-1/2 feet from the wall on the either side nor closer than 4-inches to the wall on either side. If these conditions do prevail when the wall is installed, then heads shall be moved and/or additional heads added and sprinkler plans shall be submitted in that case. 7. Approved Plans on Job Site: One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout. all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. (UBC Sec. 303) S. Inspections Required: Inspection and approval of co►tstruction by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space. (UBC Sec. � ';) 9. Certificate of Occupancy Required: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other l.ritten instrument of approval must be obtained from the City )f Tigard Building Department.. (UBC Sec. 307) SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEMITMENT AND THIS OFFICE. ff Ervin Flick June 24, 1988 Page 3 If I can be of any further assistance to you, please feel free to contact me at 649-8577. Sincerely, WASHINGTON CPVNTY.FIRE DISTRICT NO. 1 Ge6@/Birc i. Deputy Fire M shal 20665 S.W. Blanton Street Aloha, Oregon 97007 GB:kw cc: Tigard Building Department Ll---' District Inspectors SPECIAL NOTE TO INSPECTORS: This tenant. space will be segregated off of Warehouse Carpets, located on Greenburg and Cascade. Total area is 5,580 square feet of 8-2 occupancy housed in a Type IZI-N structure. 813111-DING PERMIT PERMIT NO. : SUBS1187 CITY'OF T16A RD TC IT�Ybf ITWA RD DAW: ISSUED: 6/24/88 COMMUNITY DEVELOPMENT DEPAiATMENT on PRIM. MMT'.NO. 891187 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard.Oregon 97223.(503)6394175 Z308 ADURESS—I.-OT-4rT71- SW IMEENERM, PL) TAX MAP/1-01SUE) : GREENHU11C ("ANCADE: r1l A7 LT: 8K : LAND USE : LOT SIZE : VAI UATION: $ 30 ,noo :,K 3 n:mwir : REAR WORK LASS : ALTERATION DWELI... .UNITS : T : PIGHT : USE: TYPE : COMMS PCIIAL NO.BEDROOMS : F.::X,T, . WAI L CON1,11' . CONST . TYPE : IIXN NO. EIATHS : N:NP S : E :NR WNP OCCUP .G:4) . : A3 11:40 1' . C)PE'NI : OCCUP .LOAD 100 N:NP S .NP E :NP W : NP 'TOTAL AREA: 6 NO. STORIES : 1. IST : 6000 ROOF CONST : A FIRE PEI"? YES HEIGHT: is 2ND'. AREA SEPAP7 NO RATED: BASEMENT NO 3PD : OCCUP . SEPAP7 NO 14ATED: MEZZANINE7 NO BASEM-1. FLOOR LOAD: 1.25 GAPAGE : F71PE iPPKLR7 YES ALARM? NO FLOW(GPM) DETECT? HEAT 'TYPE: GAS HDCP.ACrI--5S7 YV:5 COPP7 Pi AN RE::MARKS : lo.1-i aist Mori : JaLzzerciirie StUdiu OF NO . See SP88:1.179 +(-.)r- relat,e(i work I AST PETS IAW PERMIT $1.9*'5 0C PLAN REVIEW 41 125.49 N FIRE DEPT p77 .20 E SYATr TAX $9. 65 17 OTHER DEVELOPMENT CHAPGFS : C soc(sToPm) ul M C CONSTRUCTION SDC(STREET) N 1 9330 SF LAWNFYF-.1-0 AD. PDC(* 13 Clac.kamial-4 OR PREPAID < $202. 65r. ) A [MONE (503) 65.1-1616 T REGISTRATION NO. J M C TOTAL : 1111le02. 65 R PECExPT I his permit is issued subject to the regulations contained In Title 14 REQUIRED TNSPECTIONS of the TMC. State of Oregon Specialty Codes.zoning regulations FRAMING and all other applicable codes and ordinances. and It is hereby agreed that the work will be done in ac,:ordance with the plans and INSUI AT I ON spec.lications and in complian-.e with all applicable codes and GYP . BOARD ordinances The issuance of this permit does not waive restrictive SUSPEND.CEILING covenants Contractor and subcont,actors shall have ILirrent city FINAL business tax permits This permit w 11 expire and become null and void If work is not started within 180,jays.or it work Is suspended or abandoned for a period at 180 clays any time after work has commenced It shall be the responsibility of the permittee to assure ill requi inspections ate reques'ed and approved Permittee Signature IJ CALL FOR INSPECTTOtj 639-4175 Issued By SFPARA","r-- PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE BUILDING PERMIT CITY CSF TIGA RDIoE ITM C T' NO. : IdUL�H11"/"r� DATE: ISSUED: 6/k:?0/E3F3 COMMUNITY DEVELOPMENT DEPARTMENT DATE PRIM. PMT.ED. £a(�1:L / 13125 S.W.Moll Blvd..P.O.Box 13397.Tigard,Oregon 97223,(503)639-:175 .JOW A1:)I)NESS : 108.`55 5W GPk--':E.'NE9UPG 141) - TAX MAP/LOT SUB: (:;RE:Ii::l4EiUPG Fri.„AZA LT: FJK LOT 5a.ZE. : VAL.UOTION: 1T. 28 ,000 SE:•TBAC:KS FRONT : REAR : WORK (::L_ASS : AL_T'E:Nr-1 11,9N DWE:I...I... . UNITS : LEFT : RIGHT : W A.% 'TYPE:: C:OMME.'AG1:A1._ NO. 81-J)R(:IUMS : EXT .WALL. CONST : (:,(.)NS F . 'T'YPla: : J.].1:N W.). BATHS :: N:NR S : E:NR W:NR (N.”(::(.11»' .GAP. : M2 PRO T .OPE:NIN(:.IS : G(:(::L.P . I...OAD N:N14 S :NR E.' :NR W:NR T(.)']'At AFTE.A: 6000 NO . w'T'(:)G'tTE::!i : 1. 15T : 6000 WOOF' L:C)NSiT : A FIRE REI-7 YES F•Ih.KIGH'T' : 1.6 2ND : ARE::A Sl;;.PAR7 NO RATED: N14 F)A!:ili:MEi N'T'7 V(:l .514D . (JCCUN. Sli-A-DAR7 NO RA'T•LU : N14 ME:"l,ZANI:NF'. 7 NO UA51:::M' T F1 OOP LOAD: 1.23 (3ARACyE:: l"11:4i: Sl;`RI<L_k7 YES ALARM? NO FI._OW((:;TQM) DE:T LC:T"7 NO VIlr.'.A'T TYPE: GAS Y1:!y (::OAR'{ NO -+A-1011141 Elllft-em 11,j RF,MA1:;K S : AItel., ckil.rr. I.Lic.-Lit. ort1i1 , iarlrl cl:i.v:i.cliriq w1-i-0. 1. , RE::ISSUE OF' NO. y;t.tr IF 1i.r_ r,il 1:1�a.r kl.rtd :1.nt, . AS1' REISSUE: Po.l.t:1.1:,cirt 14 G; & N L I'F I1M1. T +0104. 00 O 1 1 AN I,lV CF.W $1.19. 60 W N I i'i l I-' 1 !11'7:3. 60 E Ir, l IAX 9 . r0 R iITII!. I: I il:UF•L,LII'ML•:(�l T l:;l•IFaG11:;1•i'!:r C )1411 0 Pl:;A.MK.'PS AND ,.101 1W. I [j l.rA. 1111.1 1 ) IT i.-' 3,e1/I NW r?/1Til AVE I ) R 1:;c1r'•t.Iarlrl 01. '7'r.:?1.0 1"REPAT.D < w1.9.5 . P..0> A I~ 1'1I(1NE: l:.iU 3I i. i.!R 76c:�.i. T I'tl (:;1:!ii'T'I•TA1 :I:C)N NO 1:1.614 TOTAL : $1.93. 20 0 R --- ------ fth.C;EJI:''T' NO . T his permit is issued su: ,ect to the regulations contained in Title 14 I;F 1,IO l I:'1:,I) 1 NSPF.:C:'T':1:UNSi of the TMC. State of Oregon Specialty Codes.zoning regulations t.i T Y AF''F'R(;I-1/Fiw and all other applicabl , codes and ordinances, and It Is hereby agreed that the work will be done in accordance with the plans and I I!r1M TN(:y saecfications and in compliance with all applicable codes and 1:N1A.11-A1 :1(IN ordinances The issuance of this permit does not waive restrictive Gyl-) . li90e0l') covenants Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and void if work is not started within 180 days.or if work is suspended or 1 1.Not- abandoned AI-abandoned for a period of 180 days any time after work has commenced 11 shall be the responsibility of the permitt to assure all required inspe h1!t ue d d a prove ��`y► _ l - .rmittee Signature 'N':;PF(-T 1111N 6-39-4175 Issue•d Ny SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DFSCRIBED ABOVE 4 CCRYOF T11FARD OREGON June 20, 1938 Ervin F. Flick Reimers & Jolivette, Inc. 2344 NW 24th Avenue Portland, OR 97210 Project: Cascade Plaza Remodel, BP 881179 10855 SW Greenburg Road Dear Mr. Flick: Plans for this project have been reviewed for conformance with applicable codes, and are approved subject to the inclusion or clarification of the following items on the plans. 1. Provide a landing, with minimum dimensions of 44 inr.hes in the direction of travel, at the new door location in the center of the west wall. Also provide stairs or ramp to grade. 2. Glazing in the new storefront and door 's required to be safely glazing material as stated in Section 5405(d) , Oregon Structural. Specialty Code. We note that the door will be provided with tempered plass. You may obtain a building permit at your convenience. If you have any questions, or if we may be of assistance contact us at any time. Sincerely, (')I.m .Jaqu Plans Examiner ke/5485D 13125 SW Nall Blvd.,P.O.Box 23397,11gard,Oregon 97223 (503'1639-4171 — CITY ARD June 20, 1988 OREGON Patrick Widmer Ankrom Moisan Architects 3223 SW Front Ave Portland, OR 97201 Project: Jazzercise Studio, BP V1187 10855 SW Greenburg Rd Dear Mr. Widmer: Plans for this project have been reviewed for conformity with applicable codes, and are approved subject to the following items: 1. Provide seismic bracing for the suspended ceiling system. 2. Change floor material in restrooms to material required by code. See enclosed code section copy. 3. Walls forming rooms Waiting Area 101 and Hall 108 shall be one-hour fire resistive construction as required by O.S.S.0 Sec. 3305(8) and (h). If you have any questions, or If we may be of assistance, contact us at env time. Sincerely, im Jaqu Plans Examiner ht/5490D En,:losure 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 FIRE PREVENTION BUREAU OFFICE OF FIRE MARSHAL .. INSPECTION NOTIU,: s 'DATE OCCUPANTX� OCCUPANCY;:E�_L _ LOCATION �[ ,' �. ^�� YOUP ATTENTION 14 CALLED TO THE FOLLOWING FIQE SAFETY DIE CNCIESI wI t FAILUPE TO COPPECT T.r AROVE CONDITIONS WITaIN O YS WILL MAKE Y I LIAP C1 'O vPOSECUTION S"IOULD 11R£ RESULT FROM SUCFI CONDITION5 YOU MAY BE LIABLE rOR DAMAGES TO PERSONS OR PROPERT, UNDER PROVISION•. Or ORS Azo loo BY I �I.,/ � WASHINGTON COUNTY FIRE DISTRICT NI FIRE MARSHAL 20885 S.W. BLANTON STREET ALOHA,OREGON 97008 849.8577 PRESENTED TO�-. _ FORM 900 AO 1 �a ■