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9600 SW OAK STREET-5 ..�.� 8'-0" LONG BASEBOARD HEATER ON SEPERATE CURCUIT TO PANEL MASON WALL TOREN RE(1 NI IJ = FOR CONSTRUCTION T A I F gm f wl� 8X8X16CMU WALL TO STRUC. ABOVE, WI BLOCK SEALER AND PAINTED BOTH SIDES, TYP. + 12" TYP. SURFACE MT. DUPI-EX U.lg*PG STAIR �QEF � OUTLET AND CONDUIT CDco w (TYP. OF 3) HOME-RUN TO PANEL N EXISTING CONC: FLOOR SLAB W/ CON COUNTY � FIRE DISTRICT NO. 1 � _ A4 HE R:k_V'_NTI0N BUREAU � PHONE 649-8577 � EXIST EXF- JO TXA".]NED r 00 �e FIXABLE DOOR IN CONC.SLAB V_D E] C\ ` LEAF i :I I I NAI` LY APPROVED - C) M lf'.S ECHONS RE, W%7D x c c + 54" 1. WHEN FRAMING CO.." ED cn a ►-z PRIOR TO COVER W o v $ vow L UPON BUILDING CO' "P' F `IN Z a o 04 O EXISTING ROOF a -9 c QL�IN'� EXAM I N F I .A ca OVER FLOW DRAIN A4 W o a NOTE:DOORS TO I-{AVE HARDWARE ►-� A SUITABLE FOR TYPE OF DOOR. -. 20 # - am t PROVIDE FRAME BOLT FOR o E TELEPHONE OU7-LET Q VERIFY FIXABLE & OOR LEAF AND � a � HOME-RUN TO MAIN ASTRAGAL OR STRIKE PLATE o TELEPHONE BOARD COVER FOR SECURITY. �Z, 0 03� o _1 z A2 , V (: kIVkD �; 3 a, C/)9600 SW Oak Street 1 of JAN 13 1989 00 ►. U � d En If this notice appears clearer than the j document, the document is of marginal quay. 1111 4 4�1 . _. ry I i , l � IIIi1l I � l � lL ! ! 1 . � � sI li di D ` r .,IY �1{MIY Y141,11 lilt, I1,14111111 ��.. ►l�f �� ►nilllli�rul��IiI�IIIIIIIII1�11�1{IIIIIII11111 ill�l{�� { 1 1{ 1 1IIII I�IIiIIIl1lI I III I�IIlllll l�lllllll,l�ll lIfIII�IIII Ilfl lI IIII�IIIIIIni' 4* f 4 r , r...�,.�. .. .... ..,...........,..Y...,..�.�Y�w..-.vr..... - r,.rYu......r...rrnrac.rrr..r.o ..-,�.,......n.:,....,_,.�.�.�,,..... ..__ i DOOR HARDWARE TO MATCH EXISTG 3'-4" X T-0" PR. STL. LINE OF EXISTG SUSP. DOORS W/ H.M. FRAME, PAINTED ACCOUS7IC CEILING CMU WALL WITH BLOCK SEALER AND PAINTED TO 8" X 8" VENT COURSING EXISTG CONC. WALL �/ MATCH EXISTG WALLS IN BLOCK UNDERSIDE OF EXISTG - - Ti - --- -- - -- - -- - -I/- - - - - - - - - - - ----- -- - -- - -- ' A4 S.M. - cn o w -- A 4 � x 00 V wl ►�+ r I c n o cz M-� 04 I ai A4 o co Z � 1 . SOUTH ELEVATION o a x W � ►-� cn n ^ A V) C ?- ° > - V) � o P, Lct: ED 7 Or r r`y 0 3 C 9600 SW Oak Street J A N 1 1989 2 of 8 ` 3 -• �' 00 Pr " : �• W ►-� vN� ci :, Ono WAN :�iM9alrca.'�:raa'rllFfwnr+ri"h,:�nrr<, ;,:..; ,.:.rraa�r.:A;l�/1!^' r.C'::;*h'FIrd+N.rr.R7!sl2tiaw�'':7t.T"W+;•.t�.� 4NhF ';a,:,,N.:,.n��;wiws,r ,.... .i. ,r..._ ...: ,a.-.., .. _.__ If this notice appears clearer thin the _. ...� document, the document is of marginal quol ky. 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OF 41) -- -- -i - _ I O 1 I I I I I I t I i 1 en -- _ - -- _ -• - i .... - -- - - - - - - 1 - - - -- - -- -1 - - � -- - -- - -+ - I - - - - - ° - - -- - � _- __ �-- •- - - - -"' I - O I 1 I 1 t ��\ O _ - -- - - - - �.- -- -- - - - - r - - -- - -- - r- - - - - - - - L_ EXISTING LAY-IN I CEILING TO BE REMOVEv F4 EXISTG STAIR SFQRAGE RCGA I 1 c 00 CN 1 I I 1 e, M _ _ - - - - i - - -- - -- - - - - - - -- - - - - - -- - i- - -- - -- - i— -- CMU WALL TO STRUCTURE a'" I I I 1 1 „•, K2 A4 � o _N4 l 1 I I a °° EXISTING LIGHT � c" � FIXTURE TO REMAIN a Q � � Q _c c 0 ' u O uCIO 0' 3 tz 96 00 SW Oak. sw )A N 31989 1 W 00 3 of 8 "PAF a r- -1111$IIIIIIIIIIIIIIIIIII Jill i If this notice lappears clearer thaa the i doctiment, the document is of marginal nwa0',In" Mom W �, • ; � � � IIjl � l � ,,y ' '�.����: ..- � ��� ���� I.�� jlll Ijllll! �� 1jIlllljljl I Ijijl { I 113'j��- 1jljjjjl ► I I I I ill I j I ISI I I ' I Ij I j j j i Ili l I j I• 4,wil;4 it If 111111fTill . .m . ._R: • .. I 11111111111 �t�in� rnfrl'r� r�rr�r i n CONTINUE WALL TO UNDERSIDE OF CEILING PECK 4X4XI2 STI, ANGEL EC. SIDE @ 48 (2) #4 BARS SIM. t \ O.C• (2) #4 CONT. @ CMU BOND SIM. r BEAM #5 @ 4;�" O.C. � @VERT. 8 X 8 X: 16 CONC. :�• :: Y� :�` 3/8" ROD & SEALANT - BLOCK EA. SIDE ANCHOR WALL TO :: :::::::: =: `EXIST]NG SLAB @ "......4."'_'..— 48" O.C. _ H.M. DOOR FRAME - E--4 GROUTED SOLID W/ V CONCEALED MASONRY EXIST CONC. SLAB ANCHORS TO REMAIN00 .0 . N ON co 00 0\ � o M x � c coo o cz ch 1 . DOOR HEAD/JAMBRM . 0CMUC ,� STORE WALL ]DETAIL z o a � r, as Qn cn -1 E a0 Ld 0 — Z 9600 SW Oak r 3199 C L a c/)St Street ��F�N �. 3 to 4 of S u S 00N If this notice appears cleaver IRt.Ill the doctament, she doci:ment is of marginal qual..'ty. INCH . 1� : ��� - �4 � �4 �► .1 III ` Ijl ! ! � ! 1 ! 1 ! j � i � l � I � l � 1 � i �� _.� � i ( I � I I � I � . � C' ( � I � l � ! l��i �i � f � l � l � i ! ; l � ) t ! � ! � l � l ( l � � � i ! 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AT WALL SIDE & GATE LATCH AT RAILING SIDE A5 .� ►-� FIXED DOOR LEAVE Q o a — g' _8" A 5._6., +/_ 9._2.... 5._��. 3, 8,� n c+_ ° 4 TREADS @ 11 " EA. o b ;� 5 RISERS @ 6" EA. 6 � N -�� o � o z M .a: r, U) .. Cu 000 V 1 1�1 ' C/) U) O � 'Ory W� W ,,Y^a m / If this "Mice "PIM"I's dearer thait (lie document, the document is of marginal quaw.', li � ill � IllllllJl.11jl.� l � � . Q111JlIl1111111JillIIll l,'i 11111111II I l fl ltNl fAtI I 414 F � i �t����iii IIIIEfIIlfilllllllllilll�llilliill�lllllilil�llll IlIiIIIIIIIIIIIIIIIIIIfIIIILIIIIIIIIIIiIiIlfllilfllllllllillllllll111III��IhII IIII�iIiIIfIlt�It� �i '�t 1�Ihf .� �111� ` .. fly I f I i f i V� �J O R a j O Q G EXIST. CONC. WALL BEYOND G o { - ------- �. LINE OF GARAGE CEILING BEYOND 1---- 4 x 4 _T.S. EA. SIDE, PAINTED 8 x 8 GLASS BLOCK ('ARGUS' ) r 8,-0„ N } 8 x 8 GLASS BLOCK ('ESSEX- ) O J — r i . 8x 8 GLASS BLOCK O K D E C ORA ) M m. J. J r -------- 1 1/2" TL. PIPE HANDRAIL, PAINTED. J CAST AILS INC NC. �. _ EXIST. GR D. FLR. M FIN. FLOO m cv A9 V 00 N EXIST. 6" HIGH J — NEW CONCRETE 6" M ; CONC. CURB LANDING PAINTED ' o 2 . GARAGE a in 4-J 0 03 o Q 0 Q c ►� o' AC) > tA O E. cd 9600 SW Oak Street j 6 of 8 11' this notice .appears clearer (limn the document, the document is of marginal yuj": ;y' IlII � ! i � IIIIII : 1j : _ I 71i1 II E I 111111 11111t11TI [ i-41 loll . It! 10 ,.� � I I � I I I � I � ; � I � Il11 � ► � lfllli � III ! � ► III ► i1 � I1I � [ ► � IIII � � � I � �� � � L [ �� I �- + � � � ��� �i..� �. � =� .a .�:III � � � � �. . . 14 1 17 11 loll 11111111f holkvillm Of # I�I1�11111111!(f{{�1114111{{Il[lilll{lIIII1111�IIII 1{�1{111111111IIIIJIItIIIIli111iII�IIIIIIIIt�111111111I1lill[Ililllllllf {l11I I(Il�IIIII1tl �i �i� � t Z - - 2 _ 1•J�I N SA" 76 �-'�r��' p, Jr,F. W/ v - f .P ' ix s - _ I - I V 7 3" - - - ---�1 - 9 L Supplemental Instruction Drawing IEEE/RUFF/WADDLE PARTNERSHIP, AIS CPLITECTS 5285 S.W. Meadows Road, Suite 340, Lake 703 o Oswe OR Oswego 9 5 (503) 684-4747 Project: Plaza West Renovation yawing MES H. WADDLE Title: lnteior Restroom Plan scale: Y=1 '-0" Date: September 23, 1988 3 Notes: PORTLAND, OREGON AD3 1' OF � 9000 SW Oak Street 7of8 .. s...., .,r,.....„,>,r„-m...� r ,,-:+x+r.anF,�a,:..w: ,s• �li:t» .o� r:tc,aTM9 ,x��s.,:�:6af+�;'�', If this police amwars clearer than the document, the document is of marginal qus►': k>>. �,_.�: � � � � � i � � � � � i �� i� E � �fit �i �� �: � � � . � :� �. � � i � � i i � � � I � i i � lj < < � � 1 � I � 1 ► � I � a � c � � � � � � � � + � � o � i � � � � � ie � � � � � � � � � � � i � ���,� �. y�� �,� �.:�.����: t� c� �.� i t � � �- : INCFIMAUL �Ii . ! 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'- 1� �,/111.. ��^/-G./�I T IT 9600 SW Oak Street L1- I� Ir-It� It_t�uM ( I..I t�l�*NNFT� L�' r 8 01 8 rte. .}-11 ' �-Qa.S r?•L.may.[-k= ..r��G • .�wr St+,�.. .Ic ;. NOTE THIS IS AN ORIGINAL UNPUBLISHED DRAWING CRE4TED BY YOUNG � , y ,I FIRM L�`► ``tom — ®— _ _—�_—_ ,.OPYRIGHT 1 } CLIENT .� s ??_� K ty _ _---- c s '` ELECTRIC SIGN CO. IT IS SUBMITTED FOR YOUR PERSONAL USC ii ,, A I a 4 � ' APPROVAL -� 1a/ �'r � .7- :�l Izlo�/� �:�'� ' ��l �G �rJ l�'S 7 I �1 1AD RESS ,,,W. �r,�ic IN CONNECTION WITH A PROJECT BEING PLANNED FOR YOU DY -------- , `� . • s; ,r/� ,,�- ,,;► ,,,• YOUNG ElEC7RIC — r SIGN COMPANY YOUNG ELECTRIC SIGN CO. IT IS Nor TO BE SHOWN TO ANYONE / �Ir pl i i f '� }:� -7 C. OUTSIDE YOUR ORGANIZATION. REPRODUCED, COPIED OR EX- . , 1 I DA7F /?' )"Y SC41_E gal wcsT DATE 75725 - _�__ DESIGNER �n SALESMAN HIBITED IN ANY FORM. _.._� APPROVED as Al i�11 � - i�l t i I r �' � +& ..w+.er.�.rr:nnwr..n,.nv uw�a..+w»�+Yne..+hmw....+�e•�.wu,,:�n'ar�.>� � 9Nw .. , .... ••. •rr.e.a..,.r..,,. .. '�#M�11i1�1�A�6NM++»3wrwUrr.yu,rrww^rn.:,+.....,,,,... .._ .,.-..... ,.,....::Q,d"I�Ml4iMaMwe++.n,.-b«-�,....,..rd1�' ,NMTiI�p't �,..;b!�:''�'tf.�., ,.`aex:rr<-,.^rx t.� r �,sq,�.9�::•. -'%!7+atiAYmMlMW�f1eM6ka��'M,agl� _. �Nhe a.....�,...._.aW1iY.Yriwr....anMut:^7M'�N+p,Wr.IrMk^MM»�?Ibgl6'NRwNIiMIM111r1. �M'}aMrwafrlmo,_.,�,pa,,,w.a4arrr.+ros... ... .,... ....,,.._.. ,....,...rm�.�vm . If this notice ,Ippe,u•S clearer Ih,111 the document, the document is of ma•I;in,al qual.'Iy. ,,,� I(I (IJI � t(Ill( t I�i(Ijt�fllli l !(.t�l�i�i�l�l i•IJI(I (!II(i(l(I Ill(I(i� l(i( I I !( t � !� III (iIl ! !lil!li �il!l!li ! (i(!(! � ! (i(i i ! (! l!(!�!l!li i il !Iili�i(!(!�i i ��ili�!lili(! il!li(!j!l!l! INCH MADE IN CHINA - _ 9 _ �{�� t [m 1 �� 1 �e t�'— .L _ !nIl!iilunilllii (III(IIIIIIIIIhlii1111 i1I IIiI�IfII II illi !III1IIII IIIIIII!IIIIIIIII!IIIA!�IIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIiI!IIII(IIII�IIIIIIIII;, 'lllllllllll(IIIIIIIIIIillllllllllllllllll�!III Illilllll!IIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIII iilf11i1i1III111- ' � 24X � �) — �Ertllinlllrri IInlllllll 1 Fir.. a � � ����`�;r ...�,� ,'� Z :�� � ��� � a•,: r. 1 I� AEfl�lF gYm�<rc�e.�.+r,.e..�r.:,.ew�.� .���.��r�e.f"fi''4+.m`d i,.r.,:.%?at•. � �:s^�'. ,. - .. _„�'. ADDRESS: 1 'y ak �JeLt r •� ,t p. w ` i J �Y I i, by 1 9 i:\records\microfIm\targets'\btj'Iri;ng.doc 4: ROBERTSON HAY 41ALLACE TEL No .503-234-1678 Nov 5 , 916 16 :22 No .008 P .01 ROBERVION. PAY & WALLACE. CONTRACTORS 4w%n 1Kl�t Sr r- GRAND AVENUE PORTLAND, OREGON $7214 n %W)M-64" FAX JW3)rJ4-1619 1 1_ DATE: To- Z RE: f � . r/ FROM: Robertson, Hay [v Wallace By: Sam Replin Copies transmitted, including cover. page: NOTFS: t Ak s i c i j. .. .., T' No .503-234-1678 Nov 5 ,96 16 :22 No .009 p .n2 ROBERTSON HAY WALLACE ' � }� Drawn Into""CeKporot'*n 13 R A U N p.0. N.Culler Circle,Sb,88(1 p.0.Box 17120 portiand,Orelton 97217 p I N T E RT c r 503.289.1778 Fox:289-19 1 8 engineers and Scierd44 Serving the built and Natural En-ironmeWs p JJATTA 1 I Ode: September 26, 1996 Project a: EADX-96-0508 Tested Fos. kcbertson, Hay, k Wallace Repots a: 04-096-4207 P11Dj'u Greenway Cell Site P.O. No. .bb Ad&"$,, 217 6c Grecabuf9 Road Permit No.: BId96 Oe36 Beaverton, Oregon Weft: Clear 590 'tape of Lspecdon: Epoxy Anchort Specific rweraert j,oeadots: (I) Equipment platform supporta ai 6.8 between 1• and B roof location (4 *sr-h)bolts. (2) A.307 anchor bolt for anicana support post. N Arrived on site at 9:00 am. On site to perforin inspection of anchor bolt snug tight A-307 galvanize, epoxy anchor bolts (4 each). Epoxy anchors 10" long^3M" diameter all thread (4 each); complete and OK, Hilti twin pack Expiration 3/97, No 1CBO re-pon st site 8" rr.icitimum depth. Anchor Nits per general notes states, A-307 314" diameter galvanized. As is A-315 with washer galvanized was used. Checked bolt for snug tight condition, 1,10 f1./ lbs. torque: compete and OK. City of Tigard approved drawings on site. To the best of my knowledge, the work inspected wu in accordimce wide the building depanment approved design drawings, specifications and applicable workmanship piovisiotls of the U.B.C. Depaned site at 11:30 am. Ittap•:ctor: An Kakinson Number: 667 If you abould have any questions regarding this report, please call 978-4730. Thank You. 'Aft Pe t Special laspsclor spAd As a mutuet protection to cite tts,the,wkllc,erd ourselves,all rep0r4 At wbenIIIed as rl+c eonrtmtlel property d ellen end are Itaaaied ror the ow or fur etienu tidy. No orhet person or Miry nwY 1111144 thr report or em pon;on ihereor without nut Wtlner.autherirelion. r:4reupeleads�•,uyll t►96ksa e9eS.o.SOtt1.2QT,tT96 I A ROBERTSON HnY WALLACE 'TEL No .503-234-1678 Nov 5 ,96 1C :2.2 N0 .008 P -03 err ------ ------._._. Professional Service Industries, Inc. i 1 Tested For: �T Protect: AP i E r Date 9���7lO Our Report No.: REMARKS: ._.e-Z it e ''Q• oq Ave 10"Iez 011 ? Y 12812 N.E. Marx Street • Portland,Oregon 97230 • Phone- 50312544418 •• Fax: 5031254-8959 Mn........ J 1 y.. 4 1 EE 1 �j r wsreaw.. Wu�k,.a, F 5000 CITY OF TIGARD BUILDINGa. INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 FINAL: Footing Rain Drain Cover/Service a Ceiling -Plumb. Foundation Water Line 9 Post/Be3m Mech. Shear/Sheath Framing Mach. , Insulation -Elect. Plbg.Und/Fir/Slab Pibg.Top Out Bld Post/BeBm Struct. MPrh. Rough in Gyp. Bd. g San. Sewer Gas Line Appr/Sdwlk Reins. ♦dr Other: I S 4)`_ A.M. M 3 Entry: _ Date: _ --— , ti Address: Ste: MST Tenant: --—� BUP: _ Con/Ovvn: .L,C2/ � PLM• THE FOLLOWING CORRECTIONS ARE R QUIRE E d•f/ 3---� i Date: Inspe r: _APPROVED DISAPPROVED/CALL FOR REINSP. CF CO j y N i x n ;; r �"1 rid "r P•y�bdy tK X. F � �a• '6r F1 'x r i « �ytlTy. d r dh: 1 y v> f Iyr i '!v d :✓t� ,. S - r 5q int { ,�� Y t �tkp t{v 6 i ,•� �{ t�. « 1 r f i!� r �E.,', ��11„fqt �r✓r�' CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: w t Y Fcundation Water Line Ceiling -Plumb. Post/Beam Milch Shear/Sheath Framing -Meeh. d ,fi y (S y fi Plbg.Und/Flr/Slab Plbg.Top Out Insulation Elect Pot/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins, s j C Other: A?_ �.._• — Date: _ Z A.M. —P.M.�_ Entry: ( err Address: ( C'C� CL1-�� ,yC1 � Tenant: Ste: —__ MSI: -- ---— b ` BLIP: j Con/Own. _fit MEC –t� PLM: _ ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: N f It-• L A j 7 '� M' r F Fry Inspector: _�,�_, Date: ” •� ` –APPROVED DISAPPROVED/CALL FOR REINSP. CO w ,....,��._.._......�...-._._„�„r,...,...,, �� s,,,� � ,,^>•fir,� ���'� S �tk min �ykR �� 7i. r� i�Iddfa'�prr}s Y!i�tft, . `M14 4 t 6`J '(<�\dl 1 L Y ���� t'roti'' 17 CITY DEVELOPMENT SERVICE:: ELECTRICAL PERMIT • F'ERMI'f #: FLC96-0596 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-411 DATE ISSUED: 10/07/96 PARCEL 1 S 135i3D-00100 • SITE ADDRESS. . . : 09600 SW OAK ST #ROCIF= ZONING:C-P SUBDIVISION. . . . : ASHAROOK FARM BI_C1CF'.. . . . . . . . . . : LOT. . . . . . . . . . . . . :5 • Pr^o.ject Descript .nn: Rooftop antenna eLe ^tr^ic 1EMF'--cRVC/FEEDERS-- _-_ __^---MISCELLANEOU4,- .____. -- RES I DENT'I AI_ L1N I T----- 0 1='LIME'/I R R T GA-f I ON. . . . : 0 1000 SF OR LESS. . . . : 0 0 ` 'Coo amp. . . . . - . . 0 SIGN/OUT LINE LTG. . : 0 EACH ADD' L 5005E. . . : 0 Qii 40Qi amp. , . • , , , �� SIGNAL/PANEL. . . . . , . : 0 LIMITED ENERGY, , . . , : 0 401 - 600 amp. . , . • • . MANE. HM/ SVC/FUR. : W 601+amps-101110 � olts. : 0 MINOR LABEL - _--SERVICE/FEEDER__-_ �-.-BRAI\ICH i=IRC,UIT'.a---_.- -' ., 0 - ,='6'�0 amp. . . . , . : 0 W/SERVICi= OR FEEDER: 0 F'E.R INSP'EC'TION. . . . . : 0 X01 - 400 amp. . » . . . r Q1 iot W/0 RVC. OR FDR. : 1 PER HOUR. . . . . . . • . . • : 0 0 EA ADD' L- E}RNCH CIRC":: 5 IN PLANT. . . .. . . . . . . . : 0 401 600 amp. . . . . . : PL AN REVIEW SECTION- -- __._._ ., E,01 1000 amp. . . , . a 0 c---___. > 600 VOI-_T NOMINAL. . 1.000+ amp/volt. . . . . : 0 > VC RES UNITS , , , , , . , Reconnect only. . . . . : 0 SVC/FDR > = .. r_'S iaMPS. » CLASS ARTA/SPEC OCC-1 .__ FEES •--_. _....._.._______.__. _. Owner,: -_ __..____._._._____._.___._.___----------- date r^ecpt PERIS CnPPORATION r.ype amoP-int; by ;,19 FW WASHINGTON #320I'�RhIT � E�0. 00 JDA 10/07/96 '�6--`848 +8 )PCT $ 3. 00 JDA 10/0.7/9G 96-X84848 PORTLAND, OR Phonr 3: Contr^actor: _______._._..._._____.__ $ 63, 00 "T'O'TAL_ MCCO� ELECTRIC CO 2014 SE 9TH AVE __.._------- REOUI RED INSPECTIONS PORTLAND OR 97214 Wall. Covet- Phnne 1#: 2,34-75c1. Elect' 1 Final Rev; #. . : 08277 Th:s pereit is issued subiect to the regulations contained in the ._ill I � C.�'�_._�----•-------___ Tiga0 Municipal Code, State of Ore. Specialty Codes and all other F'erm it t ee apTllirable laws, All work will be dine in accordance with apliro+ed plans. This pewit will expire if work is not started ` i�� wiihi i 180 days of issuance, or if nark is suspended for core _.._-______._..--. II than 190 days. I55laed B ,, _______.__.__..___._.__..____._._.._ - 2 INSTALI_waiTTON C)NLY-�_____.._____-----_-"_..._.__.__._.___ C]WI IE F The installation is being made can pr^opert:y I own which is not intended fat- being or ' sale, lease, or r^est, { ctDATE: ti OW ER' S SIGNATURE• ---- - --- -_— ________ ---._..-CONTRACTOR INSTAL...LAT ION ONLY-•---_.---- -'---._... SIGNATURE Of SUPR. ELEC' N: _--.__-_-_-- ____ DATE: LICENSE NO; Cal 1 for inspection 639--4175 ).i Community Development ELECTRICAL PERMIT APPLICATION t -?3125 SW Hall Blvd. _ 41ir Planck/Rec. '# Tigard, OR 97223 r Permit # GL Phone 1503) 639-4171 Date Issued FAX (503) 684-7297 ISSUed by CITY OF TIGARD TDD No. (503) 684-2772 -, Inspection (503) 639-4175 4. Complete Fee Schedule Below: 1. Job Address: t Number of Inspections per permit allowed Name of Development__ items cost(ea) sum Service included: Address ��__Q___—��-���I� S -- 4 4s. Resieential-per unit $11000 City/State2ip—r1 r 4 — 1000 aq n or lege p QN Each additional 500 nq It or t SPr�t1�S)tnitvth L,1. portion thereof $2-i 00 _ Name (or name of business) Limited Ere gy -— $2500 __r _ Commerr;ial 191 Residential❑ Each Manuf'd Home or Modular $6800 _— Dwallmg Service or Feeder 2a. Contractor '.fiStallation only: 4b.services or Feeders 2 6witallohon,alteration,or relocation $6000 I Zd l 2 AA( r 200 amps or leas $8000 2 Electrical Contractor_ �r 1 — 201 amps to 400 wrips -- $12000 2 Addre$s R, Bc Y a2 Lam--- -- )-�—- 101 amps to 600 amps $180 00 -- 2 U__ e State—Q,�_ �ip —LS��.� 601 am,a to 1000 amps $,�40 00 2 Cityt 2L Lc.xbj —t Over 1000 amps or volts M_ Phone No. �' 1_ Reconnod only _, %5000 Contractor's License N0._ 2 4c Yomporery servic6s or Feeders 2 Contractor's Board Reg. No._��Z1� ___----- Installation,20Am lesalteration,Or rAI,N'.atlryn 2 200 Amps or lean E5n 00 2 Signature of Supr. Elec'n 201 amps $top 00 to 4no amps $l5 00 �7_s." -- Phone No _���' 401 amps to 600no amps License NO Over 6470 AMPS to 1000 volts sae'l)"above 2b. For owner installations: 4d.Drench Circuits Print Owner's Name ._ Now,elterstion or artewrcn per pane' a)The tee for brarv.h circuits with 2 Address_--- --- purchsse of servlee or ANdllr fee. $500 � S ale Zip _ Earh branch cm;ud C'I„`7 b)The fee for brancr-arcuds withotjt .) Phone No. -- purchase of service or Mede/fse. The installation is being made on property I own which is First branch arru•t __ $35,10 not intended for sale, leaso or rent. Each additional branch circuit $r`+of 4a.Miscellaneous 2 Owner's Signature--.— ._.----- — -- (Service or feeder not included) 2 ,,I Each pump or Irrigation code $40 00 3. Plan Review section (it required). Each sign or outline lighting $4000 Signal cscuil(s)or n 6rnsed energy $4000 Pleas*check appropriate item and erler fee in section 513. panel,alteration o•.:mansion $too 00 ��-- _4 Or more Iesldontial units in Ono Structur9 Minor LaMls(10) Service and feeler 22.5 amps or MOie 41. Each additional lnspehaion over _SVstem over 603 voll- nominal the allowat•le in any of the above Classified area or structure containing special occupancy Per inepactio $1500 as described in N E C Chaplor 5 Per hour -- $5500 r In Plenl $55 on —� Submit 2 sets of plane with application where any of the above apply. Not required kir temporary construction services. 5. Feos: $ 3Dlov So. Eli total of above fees $ NOTICE 5%Surchnrge(.05 X total tens) $ Subtotal PERMITS BECOME VOID IF WORK OR CONSTRUCTION 5b,inter 25 it line A for AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF Plan Review it r^quired(Sec 3) $ CONSTRUCTION OR INORK IS SUSPENDED OR ABANDONED FOR SubtataI g �. `'�'1 I A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS n Trust Account>Y $ COMMENCED. Balance Clue $ ' ewe,-,d M4c Rm 4V •� .4a� `S1 Ifi"� �d I �t 'ICY 4 r�r r.,r I L,►ak17 - Crt.l:;f. ��"a CiF i'�vMF_rJ I kw:.l E i F''I raU. a yE,� :6484� LAb I Hr*111i.1h1; a 6:n, tAo I HAW a 1M�al l t7'Y t r_F CO PA YMF.i4l LJFi'1 fr. ti i QI oi)'� y r P014 5E. 41H i!t!L ,tlk �?'.tVt 1l:►hJ z Iw TGE., GF ���MYMkrd! FaM!'3l�hJ1' r-' x115 F:, l�r1r_��tiF. LW ��E1r�MEr.l7 AM��htn�..I t'Ft1r� I �I wl I I I � I I I j iR M I I clI T t.a'rt)L �4MULIN7' PAID 'i II� .........w..x�...wa+.�.R•.•.-.--.-.... .. ......-.......«,w..�.......e.u•re,,,+'k'wnR,Cf'Y.Y.�..'fN�;p9A1"�'A9tn�rM�i• w�.-:,.,...,........::... -'-- ..� - _ . ppUILDI. . F'EHMMUlo96-04.36 PERMIT #. . . . . . . . B CITY OF TIGARD DATEw IgSUED: 09/03/96 COMMUNITY DEVELOPMENT DEPARTMENT PARCEL: IS135BD--Q10100 13125 SW Hall BA.Tigard,Oregon 87223.8190 (503)130-4171 511 F' ADDRLSIS., . . : wtir3i:V_�ki �4J lr-�l; ;. I #ROOF IZ'IPnTUTSTf1N. . . . : ASHBROOK FARM ZONING:(:'•--G' BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :5 • REISSUE:__-----------------`FLOOR�AREAS------- •---- EXTERIOR WALL CGNSTRUCTIO14-- CLASS OF WORK. :QT R FIRST, . . . ,. 0 s f N: S: E: W TYPE OF USE. . . :COM SECOND. . . : 6'r s f PRCITECT OPEN! TYPE OF CONST. :5N . . . : s f N: S: E: W. OCCUPANCY GRP. :U2 TOTAL---------,--: 0 s f ROOF CONST: FIRE.. RET? : JCCUF'ANCY LOAD: 0 BASEMENT. : 0 sf AREA SEG. RATED: ` STOR. : 0 HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. PATE;D: NEil�1T? : MEZ Z?: RE DD SETBACKS--------- REQUIRED------------- ___-__FLOOR t_OVID. . . . : 0 psf LEFT: 0 ft 120,HT: 0 Ft F I R SPIAL: SMOK DET. . : i DWE::LLINC UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM: HNDICF' ACC: I�LDI (+I is i PATHS: 0 IMF' SURFACE: 0 PRO t'ORR: PARKING: VALUE. 1 : 34648 Rerrratrks : 'SPRINT SP,F(,TRUM ROOFTOP, ANTENNA AND RE:"LNTED PCS EQUIPMENT CABINETS AL (LIN ISYS �.AUILDINB) Owner: ____..__________._.____._____.__.___._..._.__.._....__.__.---__.__.__.___._—.-- FEE;; Pi—RIS COPROTATION ty,:)e anloi_rnt by date recpt 319 eW WASHINGTON PRMT $ C.i5. 50 JDA 08/26/96 96-283301 #320 PLCK 4, 140. 08 JMH 0"i/26/96 96-282182 POR(LAND OR 97:E04 FIRE $ 86. ; JMH 07/c'6/96 96-282162 F'h�1n4r #: 503--224—•6642 5PCT $ 1Vi. '18 JDA 08/C6/96 96-283301 Q , Contras .)r: ROBERTSON, HAY & WALLACE 1801 SE GRAND AVENUE F'C)Ei'TL_AND OR 97214 {`hone #: f 45. 56 TOTA'_ Ppq #. . ! 63057 REQUIRED T N5F'ECT I ONS --_— !his permit is issued stbjtct to the reg lations contained in the Structi_rral welch Tigard Municipal Coder 1}tate of Ore. oec,-Ity Codes a.nd all other Higt-r strength tbt] applicable laws. All work will be do,e in iccordal4;e with Final Ins pert i on approved Flans. This pr.reit will expire ork is not started _.__._ .._.- _ __.W .____._._.__.._.._ within 180 days of issunrlce, or if work ie suspended for more than 180 days. Car11 for inspection — 639-4.. 5 -.,,-.tr rbyi�T„ ..:' .•Z...,,fp;Vr, "I.v:.:o- -r. . ) `")i C 1 1 — i," P2A Vis' Commercial Building Permit ,Application City of Tigard 13125 SW Hall Blvd. Tigard, 4R 97223 50:1) 639-4171 ,\ %(GAtz ��r Ot? Jobsite Address: y4�fZt�(j ni kUM1 Yui 1n office use only • Tenant: Suite # _ f . r r Planck/Rec #_ Valuation: ' Permit# ( ,ir` �7 —_► � owner: Prs� 00to-VIQn (^(a.��Nc1 f v� 1fw'f+'! ' Map & TL # Address: W16-7'(YI/ *s i Approvals Required f +s ^AOR-1 L iJ� r) I J > I4 Planning 1r Phone: wt -�- ,�—��c1 Engineering �N{ $ UJACW," Other Con'ractor: Address: 2.14 Type of const: Occupancy class: Phone: SFrinklered? Yes No Contractor's License (attach copy of current Oregon license) Sq. ft. of project: Cortact name & phone: cj�'I�tU+�iIR��G� SWry (1st, 2nd, etc.) Proposed use: ( / �` I? d,'�c n�vl`Ij Architect/Enginesr: (,",��. c �'C'JM nI , h Previous use: Address: a / C :��L`'' V (,' � i�n i'�� \ } - ' r Note: Plumbing & mechanic it plans 7 must be submitted at time of -- building permit application. Phone: JOB DESCRIPTION: k A,ppllcant Signature & Phone -iumber Received by: _ �� — Date Received: �. Permit;$ Account Description Amount Amt. Yd. Bal. Due Bldg. Permit 19LILD) Plumb. Permit (PLUMB) .� Mech. Permit (MECH) _.� • State Tax (TAX) w� Bldg: 10,'o • Plumb: Mech: ` • I Plan :`•c..k (PLANCK) i Bldg: Plumb: -- I Mech: i Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) i Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-I;I Office TIF (TIF-0) Water Quality (WQUAL) _ Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) Frosion Planck/USA (ERPLAN) Erosion Planck]COT (EROSN) TOTALS: i x ? y G i �t v Cat' "1'l.l:a�lta91 •- kl=1:I 11'1 L:Iw� try_t'dt-G1 r! i ftF ! i.. 11�'�1 IV1:I. r''ak' � la. I .i it b I IrviI1l.11d T t. 51<I t „-;t t•'1,Mt': >; 11t :I~Il`[7 C rr`�4M N LCAT it'1W, tNf I•'i,ro i°rt r,: I Imp F;LIUCt E3kt 0 71i 4h `:,W tildf.ieL.. !'E_RN ;t)l+l.)1.V1;ill:lFd �I 100 t..J.(A RO, h't1ltl�l;if f �.�L t='d�Yt+If:.Pd"1 f-iMFJI_IN�f I'ft;It'I,'c'11t l{1 (WAY, t tall] Li f I 1 I. I I' � I , •�r, ••li)�4,.�t� I I 3 , I � I � I 1 I � I 1 i , •,rr, - - ., 1gydiW'YRi4,Nw^.�w4G7i.Wkr»�iF9i ntnn+tA�zraua,.rwwo...,.,.....,_...-...�......,�.m..�...,.,..:.,'�,R7, p �',�, •; q�},�ti by7P 31J �a. a ' �� �'�s i°+h, i.11M1$� ��PG J;b �..j � �t } i t I CITY OF TIGARD August 13, 1996 OREGON PSI • 12812 NE Marx Street Portland,OR 97230 PERMIT NO: BUP96-0436 � OWNER: Sprint Spectrum PROJECT ADDRESS: 9600 SW Oak Street PROJECT DESCRIPTION: Rooftop Cellular TYPES OF SPECIAL INSPECTION: Welding and bolting. 'n accordance nce your services to perform Special Inspections coons i he/she will retain P � s that Yo caner has notified a The o with the provisions of the State Building Code,permit documents,and special inspection requirements. n confirm with u that they have authonzed you to do the special The owner or the owner's agent must also you inspection work. As(lie regulatory agency,the City requires that you do the following: 1Submit copiesof all inspection reports promptly to the Building Division,architec, engineer, and the contractor. 2. Maintain one copy of each fie!d rQport at the job site. 3. Snbmi( a final report at the completion of each category of work Mat you inspect. (Slee U.B.C. 3318 for soils special inspection final report requirements). If you fail to ccmr)ly with the above requirements, there may be cause for the City to :evoke your authority as or for this special inspe t job. Should you hava any questions,alease call the Building Division at(503)639-4171. II Sincerely, l� vtd S ott Building Division t k"o MotHp.do, 13125 M Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 t laia ` ll S i AUG— 6-96 TUE 14 : 51 GAZLEY PLOWMAN ATKINSON P - 03i733 i (ib U 30.1 'e Plan Revisw a VSi � �,) Date _ CITY OF TIGARD OREGON Structural Speclat inspections The owner or architect or enginee•of record shall complete Parts 9 & D of hila form and then return It to the Qullding Division for approvalr Lr to Issuance of a building permit, (Please note that a se,lis.,ate soils s;ectal inspection form may be required and additional special inspections may be required for contractor design items.) Project Address: Pro ect Neme:Greenwa .� 9604 SW 0�►K St. Tigard. OR 97209 1 Y_ ^ Architect of Record(Firm); Gazley, Plowman, Atkinson, arch. Phone No: (503) 274-7800 Engineer of Record (Firm): Walker, Diloret :, Ynunie, inc. Phone No: (503) 768-3930 j The fotlow!ng special inspections and structural observations shall be performed according to the State Building Code and the City of Tigard's tliuoo.1p,-1 Code Chapter 14.06.010. 14.06,040 unless a schedule of inspections is submitted by the Engineer of Record and approved by the Building Dlvls(on. i A. ❑ Reinforced Concrete ❑ Prestressed Concrete 0 ❑ Structural Steel ❑ Structural Masonry, f'm + Field Welding ❑ Fireproafing ` ❑ Shop Fabrication 1 Other )p \ try , B. Indlsate the specie! rnspoetor or approvf d testing agency to perform the special Inspections noted In Part A above, Including addresses and phone numbers. Submit names, qualifications and certifications of the special inspectors assigned to the project. The bperlN inspector or Inspection agency shall submit a final signed report to the Building Division ling that all Items requiring specie Inspection and testing were fulfilled and reported and,to the best of hi&her ' knoWlec.,,. 41 conformance with the approved design drawings, sperifications, approved change orders and the applicabic vorkmanship provisions of the U.B.C.(see U.A.C. for soils special Inspection final report requirements). Items not In conformance, unresolved Items or any discrepa Gies in inspection coverage (i,e.. missed inspections, periodic Inspections when continuous was required, etc.) shall b specifically itemized in this report. I";I 1'i t tslnn f;ll '1'rstin}; 1 ,d), Portland, I)R 331 C, Structural Site Obsewation by Engineer of Record D. The owner hereby agrees to employ the special inspector,approved r,esting agency and/or engineer for the above-noted 'special inspections and/ r structural observation. �— ,� ! t-.- C�� -- Signature of Owner l (haters Representative) i Print Name_ -,S) o `�x L J.I I. Stole' Phone No, (S03)238-7050 URS C isultants, Inc. August 8, 1.996 Firm Date_ — , v Structut(iJ s Examiner signature ry,E.�Yl9W:a:Dm x•. +, .<?.L,++,t�t;.c*All' fikSl�".`i5 \:r?+ I1N �iC'Q' `..t, ¢'.' 4 y#!O,t IMiMiw.w...w_. ....._.,..,«...•wPvf'�!++6m+ ":'�i.-fiM.�'wa :um,�..u:.t.s u�.o+,>P;v..i..... - .«:.w.•uaiiwnUM[f�Itlnl4� r r. i + SPRINT CELLULAR ANTENNA MOUNT 9600 SW OAK,'TIGARD CITY OF TIGARD a RESPONSE TO STRUCTURAL$EYH.,-W f IT2A Job No.96522.051 City No. BUP-96-0436 • AUGUST 6, 1996 STEVEN M.N. PLOWMAN, R.A. GALLEY PLOWMAN ATKINSON, 2701 NW VAUGHN, SUITE 764 PORTLAND OR 97210 FAX(503)274-7803 F PE: FIRST PLAN PEVIEW SPRINT ROOF TOP CELLULAR ANTENNA, 9600 SW OAK(A.K.A. GREENWOOD SI'Z'E), TIGARD I Linhart Petetsen Powers Associates (LP 2A) has structuraily reviewed construction documents for Sprint i cellular roof top antenna mount,to be constructed at 9600 SW Oak,Tigard, Oregon including: • July 16, ',996, plans prepared by Gazley Plowman Atkinson Architects and sealed by Steven M. N. Plowman, Oregon Registered Architect. Plan sheets reviewed were: T-1, A-1 through A5. Electrical plan sheets E-1 through E-3 were also included but not requested to be reviewed by City of Tigard; • June, 14, 1996, structural calculations by Walker/ Diloreto/Younie, Inc., (WDY), sealed by Robert h A. Walker, P.E., Oregon r,n`ineer 6845,about 7 sheets. • August 8,1996 facsimile letter from Gazley Plowman Atkinson Architects, Randy Wiederhoid including detail 13/A-4. R ' I We have juxtaposed the original LI'2A comment line with the architect's response and a status line. t R INFO MA'TIOI�IAI.��Sa1�IMFN•I•: LP2A Original Comment: The ft,Jowing pian review c omtr ents are based on the City of Tigard Building Regulations. For your convenience for building requirements refer to the 1996 Oregon Structural Specialty Coue (OSSC) (i.e., 1994 Unifon-tn I3- ::ding Code as Hmended by the State of Oregon)and is the code cited unless otherwise noted. &Rwj-fthr=ljw1aL-U.SOLVEl1 � 1, 2. I'll, 'k Original Comment: An exploded or three dimensional diagram of the egUiptnent support frames and equipment mounting platforms would he helpful to the reader. ' I �ftt,tu.9;_1nL4[ft1�.1iQt1�1._RESOLVF,D. GENERALL�QMMEN'TS: LINZHART PETERSEN POWERS ASSOC'IAT'ES � 385, a Wolverine Street NF •Salem,OR 973115 (503)371-22,12 • FAX: (503)371-3853 (i, .......... 11ve! �a� i rlwwncu+n.u.:: • 6 Sprint Cellular Antenna Sprint SpriSW Oak City of Tigard 9600 Tigard Oregon Response to First Review August 6, 1996 Page 2 LP2A Original Comment: Group U, Division 2 Occupancy (Equipment Support Frames, Equipment Mounting platforms and equipment and three panel antennas). Type 11-N Construction Base area of structure: 1 :2 square feet. Height: 8'4". Occupancy load: One. I�uy; lnformatiQtt4LI..I�FS ,VED, • �:�il��Q1lZM�LST� 1. LP2A Original v.omment: There are no details of how the heavy equipment cabinets are attached to ` the equipment platform. Provide details of method of attachment. Section 106.3.3.1. IArchitect's response: We have added a detail which will be on the reissued sheet A-4. (See t,I attached Detail 13/A-4) ;latus: RESS?�Y�"L 2. LP2A Original Comment: Special inspection forms, identifying the required special inspections for anchor bolting, and welding, shall be submitted. Such forms may be obtained from the City of Tigard Building Department. Section 1701. /.rchitect's response: The special inspecti-,n forms will be submitted separately. ��PENDING. WE RECOMMEND 'TO THE BUILDING OFFICIAL THAT A BUILDING PERMIT BE ISSUED. Respectfully, LINHART ERS OWERS ASSOCIATES 1 l.� WALTER M. FRI E. Plans Examiner ENC[USE: COPY OF 13/ 4 c: Dave Scott, P.E.,Tiga-O+ Building Official, FAX(503)684-7297 LINHART PETERSEN POWERS ASSOCIATES ' 3855-3 Wolverine Street NE•Salem,OR 97305 (503)171-2212 • FAX: (503)371-3853 :may :a p 001 MAW AUG— G-96 TIDE 11 :39 GAZL_Ey PUOWMAN ATK I NSONCAZLEP_ 01X02 Y MEMORANDUM i. FWWAIAN ATIMMON • • Arrhtti-m A I A To: Linhart Peterson Powers Associates arc: 08/06/96 2701 NW%trughn 3855.3 Wolverine Street NE Suite 764 Salem,OR 97305 • Portland,OR 97210 Greenway 303 274 7800 phone. 503.37 1.22.Y 2 fax: 503.371.3853 Walter M Friday Artn.: Rcmarkr RE: RESPON E TO STRUgTURA6 REVIEW OF SPRINT CELLULAR ANTENNA SIT AK§1 TIGA. ,QR i 1.)We have addr.d a detail which will be on the reissued sheet A-4. (See attached Detail 131 A-4) i 2.)The special inspection farms will be submitted separately. } If any additional ,,to,mation is required please contact us as soon as possible. f i if I �C Y JLr!,D n AUG� C 6 1996 I.INHART PETERSEN POWERS ASSOCIATES Randy Wiederhold sr F; NAM `A R 3 ¢ r,•4:: -; , e. yr '� s rcg y�a 'a:.ypf ��; N" It << � .. ;...,:. .•,swv+�,.r,:e....,_., r �Y" P� i i T.', a y rir ;r� 1h�+. � 7Y+ n SPRINT CELLULAR ANTENNA MOUNT u 9600 SW OAK,TIGARD �, CITY OF TIGARD STRUCTURAL REVIEW ONLY ��° LP2A Job No. 96522.051 tr • City No. BUP-96-0436 AUGUST 3, 1996 STEVEN M. N. PLOWMAN, R.A. s GAZLF.,Y PLOWMEN ATKINSON, ' 2701 NW VAUG1-IN, SUITE 764 PORTLAND OR 97210 FAX (503)274-7803 >. RE: FIRST PLAN REVIEW SPRINT ROOFTOP CELLULAR ANTENNA, 9600 SW OAK (A.K.A. GREENWOOD SITE), TIGARD t Linhart Petersen Powers Associates (LP 2A) has structurally reviewed construction documents for Sprint cellular roof top antenna mount, to be constructed at 9600 SW Oak, Tigard, Oregon including: • July 16, 1996, plans prepared by Gazley Plowman Atkinson Architects ar.J sealed by y Steven M. N. Plowman, Oregon Registered Architect. Plan sheets reviewed were: T- 1, A-1 through A5. Electrical plan sheets E-I through E-3 were also included but not reyteested to be reviewed by City of Tigard; • June, 14, 1996, structural calculations by Walker / Diloreto / Younie, Inc., (WDY), sealed by Robert A. Walker, P.E., Oregon Engineer 6845, about 7 sheets; INFORMATIONAL COMMENT: The following plan review comments are based on the City of Tigard Building Regulations. For your convenience for building requirements refer to the 1996 Oregon Structural Specialty Code (OSSC) (i.e., 1994 Unifbrnr Building Code as i amended by the State of Oregon) and is the code cited unless otherwise noted. I 2. An exploded or three dimensional diagram of the equipment support frames and equipment mounting platforms would be helpful to the reader. GEN"AI—k 2A MUM' Group U, Division 2 Occupancy (Equipment Support Frames, Equipment Mounting platforms and equipment and three panel antennas). Type II-N Construction LINKART PETERSEN POWERS ASSOCIA1 ES 385`•-3 Wolverine Street NE:•Salem,OR 97305 t_iO3)371-2212 • FAX:(503)371-3853 i 3 9 r i d i, 1 y Sprint Cellular Antenna " Sprint v, 9600 SW Oak City of Tigard First Review Tigard Oregon August 3, 1996 Page 2 ) - Base area of structure: 112 square feet. Height: 8'4". Occupancy load: One. x lateI ++. • STRUICURALCOM r 1. There are no details of how the heavy equipme►rt cabinets are attached to the equipment platform. Provide details of method o;attachment. Section 106.3.3.1. 2. Special inspection forms, identifying the required special inspections for anchor bolting, and welding, shall be submitted. Such forms may be obtained from the City of Tigard Building Department. Section 1701. WE RECOMMEND TO THE BUILDING OFFICIAL. THAT A BUILDING PERMIT BE ISSUED, BUT WITH THE CONDITION THAT ADDED INFORMATION BE SUPPIAED ON THE METHOD OF ATTACHMENT OF i THE EQUIPMENT CABINETS TO THE EQUIPMENT PLATFORM. Respectfully, LINHART ET EN POWERS ASSOCIATES l WALT , :FRIDAY, E. Plans Examiner c: Dave Scott, P.F,., Tigard BL.ilding Official, FAX (503) 684-7297 is i LINHART PETERSEN POWERS ASSOCIATES 3855-3 Wolverine Street NL•Selern,OR 97305 (503)371-2212• FAX: (503) 371-3853 W1jL.`.SWMrM1✓rle+w rt«Ywwr•...:.. - �'h'.� 4 �4 W ALKFIk / MIT_ ORETO / YOUNTlf_, INC. CON `, ULTI14G rTRUCTURAL ENGINEERS Job (rnkf�,v w/y Y _ �_'�i2�` _ _Job No. 0(cI S 9 Sheet No. I o� �{ • Date /I*13r, By Pri �ncipals Ffg- ,A e-j, f T SV Pfdrzr RobcrrA. Walker ��IGN.--- IlP2__ 'Q.- t�\,u-. Dale J. DiLoreto 1��f r �a s e;n 0 CL ! -,�_ _ �5�7� to `L IBJ.S _ I Wade W. Youni - r. 3 1 4 Cole G. Presthtu Associate 4 ' Michael Coronet 1 1 ' F, a F n � -- 4�RE z 1 ,1A , r-' 69415 oRecort 0 C-CK 1Sf1NC�, W 74-113 1 pope r I,om, UNC RT A. WP WZ4K34 46'f,P. X96' LIL ids s.• _ zs P.Sr 3d)Z 2 1y9f i ItdHAR7 E RS11 ERS J U I R W6 1nlC� 3m OK- 1_INHARI ITT. i:__Ii FJWERS 6420 5W Mucadom 1 � —^ ASS(11;1/,iES Suite 360 Portland, OR 97201 FAX 503%768-3929 3031768-3930 ._..........�.r5mrwgY.�rwrM.Wu.MW.(MM.MY:'b.ffiA@ N11Sk:tiYMry•'Y'.MF ril+�r�. ........... ...�-...... .. „..--:. �. .. WALKER / DILORETO / YOUN1 E, INC. CONSULTING STRUCTURAL ENGINEERS Jolt No. 9C./ S Sheet No. o� Job_�l�C-�•,t a,qy CE�jL'F _ - — Client C, P. A , Date— (,A76 B,y S4 Principals ��►-- �,vrF^1NA �ilJiM'�` _Cd+Yr, ,� _ ,__ :, Robert A. Walker 77 -.; Dale J. DiLoreto ; _ - b Wade W. Younie /" ,-76 m x $oo Cole G. Presthus 1l.�1J _ ' i 'C,r .OSt 1 LSE �. ZIL h Z'A v — Associate Michael -. •__ __ - - —. + r Michael Coronel Ld t P,(IF 5 = ?,3.9 /N t– L8 14 a �j I�/�l l-r►N1y�CT/.�r�S - 1v1 -r -C = Stio 9245 Lh `R^c�� _3Asc i �av i S rtia _ 1 3 6420 SW Macadam Suite 360 Portland, OR 97201 FAX 5031768-3929 503%768-3930 , - '°�:d"9�4+.�u,«-� '�+f 4 .f��r�tlM��aat►�rcSY"h�!f1h,1 N �I!1� "i ,�, „r� I. r •t, -i` IIIA -� S ®WDYh WALKER / DILORETO / YOUNIE, INC. CONSULTING STRU (- TURAL ENGINEERS Job_ Job No.__, GIS Sheet No. o� o Client �', P, /1 _ Date— ( i _Bv ftincipals AL N� Robert A. walker Erl 500 v5 ,w 24 x�¢ � � � Er I S�I��, • Dale J. Dd oreio - - - ----_ -- r.vcnr` � ` - Uri"�— - � -g4✓fir. Wade 14'. Younfe Cole G. Prestwus V, s .Nssocuue - — --- — V Michael Coronel I-rte s Y= '75OLa/: = 3 5 I-I=/e LT OKI it _4� _ — 6420 SR'Macadam -- - - — Suite .360r A A' er Portland OR 9'_01 _ - ci �..,...,•-,",....e,_^._ ....._....«....erw�tws!r. .,;..,...,...,r.s+wf.utiwrr5if,!MOI�ApCY,e/4n�tR.�,�n,:nnv+xrnsur�s,me+--..w. .. ___. ,,,.....,.,..,...,y, v I} x Ali _ 1 , mpg WWI `..7 �-.., , •,-,y:.;` 'fid• 4 •�. I¢�y"�1 �, I�1',''I �gypr. �re'�'p/+�°�'�.+:,�Cr'7..�..'q4�" � v:P'•-a;h�+�*`M�M,ppAplv�a+� N1�'"�q+r.''� r�';• 4AVDYt P ALKEit / DILIDRETO 1 1' 0 U T IE, INC. CONSULTING STRVCTL' RAL ENGII; EERS 1 Job PCJ�-'t`F' ? -10 =1c�i loacQS Job No. Sheet No. a • CUent Dane Z- J7LL6 !°iixe�pal., a z Roper,A Walker ' w Deo!. Dtl.,orero Colt G Pres0w" i Aslociatr Ghe-ha[l Ce,rom I l i i F:r:"r- C/." 97.,: TAX 5 - - n � k Kk �. iY iFN t, a 10 si�y ,�•. i��+ a' '°�'� �tl%"- .9�.. �,�� dl'�'v",N' ..�r�a,-;� .. - ...- ._ r'r'''•` {�` ;!;�4 t .r. -- � y ` a7""3�'�74._T",. S 1.M1 M1v � A + 4 pt � }�LFlfO�e•Weo..,.e.v.._ .....�..MMtlW[JSMbM 'LH v..,R,�M?M14....... ....s NN A LKER / DILORETO / YOCNIE, INC. C0 SVL71HG 1 FL' C7VlkAL ES' G1NEERS +; Job. s p poo Z ;,3' ci�I TL, Job No.,:�CcC23 Sheet No.__1___- • Client Date BN ice;+,.✓ Robert a 'W .er Dab I. DiLoretn i•1wrA��1:1�A�'- _. . ..._...__._ --... . - Wade W Youth Coit C. Pre thus _ .... _ ..-... .. _ . ......... rSCC.' -- - 4 I �-_- ----�•"-�+o-max------- -- .._..-1��._.4%��/Z � .� G i`- Ls s. fry V2 COP c- . fir t��-Ec.>�,; -„'„� f- t���µ�IZ-7�1s�. "��'► ��' .. - �. n n,� < - . M1AJ'@di.a,psM«�;hP•pRWR'�2h1'3�hFW¢'F�'9'R�Nibltl, y 1 77 - -.. ti -•� • a N ..M .:. YAA4'wAWrw.r WM... _'' .. - ....r.w..w,ny-t .,_...�'k' .. .. ,: .. ..,1. ��_,. WAN 1 W"Y WALKER / DILORETO / YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS Job_ WA CO-4- Stre Job No. 961:5 5 Sheet No. 3 og 4 • Client_, P A _Date_ 6 If,g By��_ Principals i Pca.3F .ANT&& JA_ _(—" i Robert A. Walker Dale J. PiLoretU � I I Wade W, Younie t t qm Cole G. Presthus i 6" I I 6" 4'-6" 5'- 0" 4'-6r, AssociateEND OF ___M END OF ANGLEMichael Coronet ANGLE 4 L 2 1/2 X 2 1/2 L !' X ` X 1/4" - Y ANTENNA PIPE - s 4 MOUNT A-4 ``'----- 3 X .3 X 3/16" TUBE STEEL `..� --r 3) 1-5, 2,3 0�F . _s ^tN rl AAe"l - y P s.33 7 P =(2lrz +t4"q te LEG, I�CSic,r, ���cc fklc��E 6420 SW MacadamL& L= '7 Suite 360 Portland, OR 97201 FAX 5031768-3929 5031768-3930 4. V ._1 P P.rn ,.. ••.. - ,�a.rIWWp7UIMNMWi�'l��am��'A�k•!fl7>.4,'N.uw �.•• :.Hrhi'JllNi;,4'dAF: .. ° ii�VVDY �1Mnr f I W ALKER / DILORETO I YOUNIE, INC. CONSULTING STRU C T U R AL ENGINEERS Job S aCy L i�.. G�C( ST�� A . 600-Job No. Sheet No. Client Date 6_ By Robert A. Walker _ .. ; �/��'Y r4� !�'�+`��.._..__ ___ –— Dale J. DiLarern Wade W. Younie Cole G. Pres lhu3 00j? C /oo� Assouase Michael Coronet I �� —._ _ B 7 /• - 7 /Z. 64:0 514 Macadam _ _------ -. Suite 36t'' Pnrrcar,, OR 9'201 F,4A 503 708.2",. , SA'766-3430 ,+,,.. ...—_. .,..... _..., ,.,•,,.,,.a�.�,mlaznYk?tul.Y+ea1WAPkxNiI�IRM►�S�ar'.,:..: �� �` i 4x I. d r n' _,.,. ._ .h,.w+...�+Mr'7N[IRY�F7�+DdIMtt�Mb'mpy!k'1N1xNV•. ., .. .... ,.... _. :,g •ekiWy"y,F'i`tF1'N%gra' .,,1 u' Ate_ 0z r3 L3, RECD J U N 2 8 1996GL' h' Y CITY OF TIGARD i June 27, 1996 OREGON ■ w Vento Communications Inc. 7160 SW Hazeliern Road Suite 100 Tigaru, OR 97224 Re: Unisys Building Minor Modification/9600 SW Oak Street Dear Kevin: r This letter is in response to your request for a Minor Modification to the approved Site Development Review for the property noted above. You had requested a Minor Modification to allow a total of three groups of antennas and related PCS Equipment Cabinets. The Director has approved the modification as propos-c., The proposed installation is not considered visually obtrusive and for this reason no other planning review is required. PleGse present a copy of this letter with any request for Building Permits to construct these antennas. i Also please feel free to contact me concerning this information. Sincerely, 'i Mark Roberts AIGP Associate Planner i I:lcurpinlmark_Avento L doc c: Correspondence file I 13125 SW Hall Blvd., hoard, OR 97223 (503) 639-4;17 i TDD (503) 684-2772 ------ - --� � "Ab' La v s y TUALATIN VALLEY FIRE & RESCUE r AND BEAVERTON FIRE DEPARTMENT • • 4755 S.W. Giffith Drive• Y.O. Box 4755• Beaverton, OR 97076• (503)526-2469• FAX 526-2538 November 29, I990 Ward Ossey Gibbons �. 215 S.W, Hooker Street Portland, Oregon 97201 i Re: Model Office Space (Fifth .Floor) Plaza West 9600 S.W. Oak 5989A-083-015 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Corte (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. y Plans are conditionally approved as submitted. v I . Approved Plans on Job Site One set of approved plans bearing the stamps of the building department issuing the construction permit 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 2. Reguired Occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC A Sec. 307 4 f "14'orktns"SmoV a Detectors Save Lives r t ,q� �'�`3, j� �, 'nr,�•a'..� ';,,7,s'1�Gre��,���c: �+v.. r�9�!uhYY.�tBR',!aauwawrv,.cn,�-:..»._. .. .�....,�.....��...�._. ._'..i.. 5K.� ��'t�y .0:, r it � �<• �fn Ward Ossey Gibbons November 29, 1990 Page 2 F, If I can be of any further assistance to you, please feel qty ; free to contact me at 526-2502. sincerely, r � w Gene Birchill /� Deputy Fire Marshal GB:kw L 4, ccs Tigard Building Departmentr. I .: r i r a a E ' INSPECTION NOTICE (' 4sW ago .� City of Tigard Building Department f P.O. Box 23317 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested S 3 i Time A.M._ P.M. Address 9 Permit Owner Lot # r __ - - -- � Builder `f 14/ _-- -- • The following Building Code deficiencies are required to be corrected: ;r rs I t 1' ,r , t .1 .,.i Presented to -^—_-_ ------ Approved Inspector _ —_— Disapproved Date ----- CALL, FOR REINSPECTION [] YES 1-1 NO r .1 CITYOFTIFAP0 COMMUNITY DEVELOPMENT DEPARTMENT " . 13125SWHd Aid.P.O.Ba:23W-T1"d-o-9M vl (SM)6394175 CITY OF TIGARD - BUILDING PERMIT PERMIT #. .. . .. . : BUP90-0062 PRIM. PERMIT #. : BUP90-0062 DATE ISSUED: 03/07/90 SITE ADDRESS.. .: 09600 SW OAK ST PARCEL: 1S135BD-00100 SUBDIVISION. ... : ASHBROOK FARM ZONING: C-P BLOCK....... ...: LOT. . ... . . . . . . . . :5 --------------------------- ----------------- ---------------------------------- REISSUE: FLOOR AREAS----------- EXTERIO?. WALL CONSTRUCTION- CLASS OF WORK.sADD FIRST. . .. : of N: S: E: W: .. TYPE Or USE.. .:COM SECOND.. . : sf PROTECT 3PENINGS?---------- TYPE OF CONST. :2FR THIRD. . . . : of N: S: E: W: OCCUPANCY GRP.:B2 TOTAL------: of ROOF CONST: FIRE RET?: OCCUPANCY LOAD: PASEMENT.: of AREA SEP. RATED: STOR.:5 HT. :65 ft GARAGE. . . : sf OCCU SEP. RATED: BSMT?:N MEZZ?:N REQD SETBACKS--------- REQUIRED------------------- FLOOR LOAD.. .. :15 pat LEFT., ft RGHT: ft FIR SPRL: SMOK DET. . : DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM: HNDICP l.CC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: Remarks: Install satellite communications 6-ft. diam. dish antenna on roof. Owner: ---------------------------------- ---------------- FEES --------------- CENTERPOINTF. COMMUNICATIONS type amount by date recpt 16329 SW PACIFIC HWY PRMT $ 25.00 PLcK $ 16.25 TIGARD OR 97223 5PCT $ 1.25 Phobe #: 631-1125 PAYM $ 42.50 ihi 03/05/90 107565 i j Contractor: ----------------------------- I CONTRACTOR NOT ON FILE ----•--------------------------------- I Phone #: $ 42.50 TOTAL E Reg #. . s ------- REQUIRED INSPECTIONS ------- This permit is ivsued subject to the regulations contained in the Framing Insp Tigard Municipal. Code, State of Ore. Specialty Codes and all other Final Inspert- 1- applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started t within 180 days of issuance, or if work is susp?nded for more than 180 days. Permittee Signature: Issued By: i Call for inspection - 639--41.75 f' '-JI '• a u. /~Tq�•OR CO-W_ / C WfRNlot. �L ']W�O � (.ev ac wwLL S\o�r�S) / —TAW ML-41ML 4+•u1bWwiL bLbp6!) t OP sit i r A a ' t �-r"-� �.4 K /4 T��.r•.732-2/4• �\ ,�e``�� . W ` 40 .: 14-9zt,'- --- I P�to , Il -y' S.Ilow to I (.b.M►. Fl 237,27 1 Cn .�...�...�...r. 14q.�t� W 1Z W 11 ` I1ANdo, ,. Xf t _ di V IT�•�V_.*�_t�'/t'' 'N��C1TY CIF TI{i.ARD / _I $•�� ,:�-� AUprr- ....................................................... 0. Conditln",. `1w,.OVad .....................r............... T!�i W14-x ?G N , 1,. ..... . . . .........I........ . N Amory^h.. ........`.. W _ - - {roti Ack . ;',1,�,,., _ �_--- -- �1) I�� 1'�I �IIb t?�I0. As•� �•�e+F. �q'S .R'y C•leQfh rr, •-1 M� (Q,O� •.. � 'p 4� �n fi.�.. 1'IL' s~t*,�,•�C� r.,fF. runt' �x,r�. � F 2 �t'Y.)\ Cj1.\•..\, ter 1'^'. �•,X11^h`1•�i lye`) tnv�,-•/t.t �- �1_,c'Y- 1r '� Sri ' �iA' N N ♦.)..IM1 ulf.�OTr �u� � rh �.1�1.�IfM1�UX.CYt�* LL 4 ,x :t" t\1�4� !,►1��p.) t.)Uf•.t-t "..tt�t i��'{y�'�••M� V I ►' �4' Mlc_. �\O trt ��r.Cit. � qY.At.\ 1 l a '�` .-,..,.vrw:•wrn.w.,:a,..._..,. -. ... ...sr'r:n'3Mi;u�1H' �k.NAW'swn{,,,..rw ...,..,_ ' '1 26 TIGARDCITY OF c YOFt rw F':AN CHECK APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT PLAN CHECK N 13125 S.W.HA Blvd..P.O.Box 23797,Tlpxd,Orogan 971M,(503)63"175 PERMIT N � DATE ISS'IED JOB ADDRESS: TAX MAD/LOT ._ SUB: _ LOT: _ LAND USE: VALUA MON: ! ✓v r OWNER ,f SPECIAL NOTES • NAME: i-- REISSUE OF: — ADDRESS: _ LAST REISSUE. —_--- FLOOD PLAIN/ --'- SENSITIVE LAND: PHONE: — _........— A_PPRO_VALS REQUIRED CONTRACTOR I PLANNIII'G: z NAME: .�/ � ' +` � �� ENGINEERING: _ _ `• ADDRE _S: ti HIRE DEPT ---- �• < < 7->` -_ OTHER: — PHONE '�-T —� _ ITEMS REQUIRED y' BUILDERS BOARD N: EXF DATE: LIST/SUBCONTRACTORS: _ BUS TAX: _ ARCH/ENGINEER n CALCULATIONS: — NAME. _ `� �I - / _ TRUS.' DETAILS: ADDRESS:—V7 s -< — OTHER: ^Y PHONE: COMMENTS: — SUBCONTRACTORS: PLUMB: MECH: — PERMIT N ACCT N DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE + _ 10-432 00 Building Permit Fees _ 10--431 00 Plumbing Permit Fees 10--431 01 Mechanical Permit Fees -�� 10-230 01 State Building Tax (5X) /, 2 L- Building Plumbing Mech _ 10-433 00 Plans Check Fee A, Building Plumbing _ ! { Mech _ 30--202 00 Sewer Connection 30--444 00 Sewer Inspection i 51-448 00 Street System Dev Charge (SDC) 52-449 00 Par System Dev Charge (PUC) _ 31-450 00 Stgin Drainage Syst Dev Chrg (SSDC) 10-2 30 06 F 11,e TOTAL Sv, s�! REC N I APPLICANT SIGNATURE ^� j Received By: Date Received: cn/3587P/18P A I • .... ,....,..x.n.nr,•wi.,...x.t..MiMWN4 ]wA^x"LWtU KYI�".WRRWM.41P"/IK1'' �MMM^'...... ...... ....„ x.r•+tY- `a.r!V.YF` ry,.5'.{'.Y"rg1Pr,!M,'4Y�wNWxxM+�v„—.. .....r�ry' I �r 7 • i .45 7 Y Rti CITY OF T I ARE, — F'ECE I F•T ()r PAYMENT KC NO.. 0010''565 �. CHE D' AMOUNT 4"»w;0 C,*;H AMOUN7 . c •00 lJ��PtE CENTERPOINTE COMM GAYMEh11 pA'(E 1�> x`15—?0 BLOC' hlCl/A1 DR-4 TIGAPD. OR 97Z2' w14 00, 51 AMi�LillT {='NIE' � GF E'AYMENT �NXINT PAP) I'I.IFF'i:i�" ilE F'�t'Yh1r.JT STAIF BUILD F'FPMT1 THS rCfy;� ]. � FER111716 2 A l i i x P. I 1OTagl_ ,11i1! iIT F'a+Ii't _ 4''.r;f7 e } w .............. ies ,a .. , BENNETT PLESS ROBINSON WILLETT & ASSOCIATES, INC. cone �tltll, cl „ Ir, l E „ utl, t, � . ei �i 1900 cenl,eY PlaceAI 930 McCeuw ve Sunt 300 Atlente.GA 30345 615 756 79. TN 37403 815 758 79a3 404 3252000 FAX 404 3252718 February 20, 1990 Ms. Donna Leach ideoStar Connections, Inc. 3490 Piedmont Road Atlanta, Georgia 30305 RE: 1.8M Antenna and Cushioned Cross Roof Mount Unisys Portland, Oregon BPRW&A Job No. 90020, 19 Dear. Donna: Bennett Pleas Robinson Willett & Associates, Inc. has evaluated the roof structure as shown on drawing S-4 of the structural drawings prepared by James G. Pierson, Inc. and cushioned cross mount for the above referenced project. The mount can be located over any interior column 10 feet or more from any vertical surface, while providing adequate factors of safety against overturning and sliding for a wind speed of 80 miles per hour at a height of 65 feet above ground per ANSI A58. 1 - 1982. If you should have any questions or if we can be of further assistance, please ` do not hesitate to contact us. Sincerely, BENNETTP�!$8 INSON WILL ETZ/J-'A ,sdC� A'r INC. J. H u ;.n of Jr. P.E. Vice pl.d ' fin, ht'� kh a el� PRINCIPALS: E.M. BENNE I T, P.E., R.I. PLESS, P.E.. J.H. ROBINSON, .)It F.E. J�MAC WIL1 L I 1 P-E ASSOCIATES: BRADFORD BRANNON. T.B. MOWE. P.E. i I I i AP''l_ICATION - STREET IMPROVEMENT/EXCAVATION COPY TO: (WHITE)-FILE ORDINANCE NC. 74-14 (YELLOW)-INSP. (!•INK)-OTHER AGENCY--LJJ (INSTRUCTIONS ON SEPARATE SHEET) (SLUE)-AiiPPLICANT APPROVED ( APPL'r-ATION NO.: N07 APPROVED ❑ CI I Y O 11GARD, OREGON FEE AMT.. S 204.76 !I A ; PENDING FEE, PMT. 13 CITY HALL. RECEIPT NO.: DATE J—.L� ! PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY _ _ _ —— — — _ — _ PENDING AGENCY -OK- ❑ %pplication and Pro)(Tess Record MAINTENANCE BON D�M ' FOR STREET IMPROVEMENTiC,YCAVATION AS REQUIRED PENDING INFORMATION ❑ ANNUM- { PENDING VARIANCE ❑ EXPIRATION DATE. PERMIT' NO.: __ ___- -.--, DATE ISSUED: _— _L_—_./—___.___ . BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL ..__,_( !�4 S d !j` J�1 -- _L'rit<r� AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. ' OR 37208 22ttT71 '� APPLICANT R. 1• CansL'c'Jctiun .ay. 33:> Iv. ;th A a. Pt)rtLand, — - CIT /HONE NAME ADDRESS CONTRACTOR (same) - civ— —�-"aHONE NAME ADDRESS PLANS BY i.c�4aJRttff/Waddle k�arLnershi.c� 15265 SW Meadows Std. 1340, Lake Os6a89or OR `17J 5 648--4747i NAME ADDRESS CITY ►NONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ S1 119.00 R___ DOLLAS - FOR OFPIS',.E f MIN (l) EXCAVATION DATA: 0.04 x 204.76 — STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED rEM DATE REMARKS/TYPE BY _ — TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY -- - STREET INSN fR EC- ONsee t lciv — E ESTIMATED STREET OPENING DA 'E: __—__L / T ESTIMATED STREET CLOSING DATE: _ / ED IJr L1�).uG STREET (3) SECURITY NO. _ -__ SECURITY AMT, $ CLOSED SURETY CO.: FINAL CERTIFIED CHECK CASH �._I BOND IX INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND 2XTENT. l/1 i,,x-,avatoc ([lust Cariply with _ ORS 757.541 to 757.571. Notify Me. Mike MUIS City of I I ! r I ( ! wTigmrd„City Tnspectur (699-4171) ri ( -_--_ - ---- ...,•.T” — prior to starting work in the Exiblic right-cif-way. I S.W. Oak Street ^ -- _._._._ _ ;) Conditionrs of final OrdAr 486-10k IF P.C. are applicable thereto. .) Work shall, c onlorm to the at tarhec: ( I i Ulan arr'.. to City Standards & ( I Wo>harc SrrNi� 1 ) g..N ,c.ific.ations. I • ) ) Sian I aub-sect to rernovc+l. (S) NOTE THL CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT' OF WASHINGTON COUNTY OR THE STATE OF OREC:ON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SE:C'JRITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANN INJURY OR DAMAGE Wlt!CH MAY RESULT FROM APPLICANTS ACTIONS. i �f APPLICANTS SIGNATUREDATE: fM. r 31 7 REG ...,urw,raww i' ,,Pyr' ��N e� • Lr- r OVERMEAL,I%:WEti 013SI BUILDING SIGN SAMIAP I UWER 1U W."FO)VIrO IN SrREE1 FC,,b,A,Cb -___ _ .___ _ ____ _ r . _ ._- _-. fS-W. OAK STREET . .POWEII y; r 1 r ,� r FES wlptl C NEV- SIGN IN PUC E W i... PNUt'F�I' UNE,14 -iH' .!F WAS I •t rn I I EX STINU PANKING - 4 �. 11 p 1 TO ...«�.. .f+.na..,.,... ..,.., ,.,a..,. ,..,,.,:.,.,u•x•.wi}n�?,l�pNkw.WR(CNW y"i'�ut.+;M4:". mr ..e,w.....,...._H....,.ww ...... .. ...r.....yr-�r '•� r - _ .......... --_–.- , .aur F ' r PUNIER KkE CD UVEflhEAL,I^-'WEH F K St'NG( i W :'', - VALK EXIST KIIIJANG SIGN SANII AN r �E A G ru' .I+F")VED I "� f C NEVI, SIGN IN PU►C E �I -- N J `e.._ II w DEG OFF u• G') Z ( ,f IOPERT v LINE ! nlI i V7 C17 NJ O EX STING,PAWIW.; I I � �Y�r rti pr .W tF�I�MI Pt lYi 1 xk 1N{�' yyVp�X P4'4,. x , DESIGN -. MACTnil'dG SEF; 0bc Mc:CaLL DF:I'dE, SITE ATLA'JA, GA • I.SIGt. CALGULA7�D`�S FCS VALEOETAF:. LONN"'ECTIONS CtSHIG'' E CF•:•C'c • MOUt•T iC��;",i . CCF'M WE I GH7: , C e i 8 >. 8 x 16 CONELRE"E F`_O � v F,OS � • C(,Rr MOUNT 1 A.') F'ROLELIN 1 . 6" ANTENNA, FEEL j E_ECTRONICS -OTAL WEIGHT OVERT URN INS: F'EF, ANSI A56. 1 19E: A S�-!ETY FAA-'C= E'- Ic RECI JIREL To :rf ' OA_ IJH::-I FF— c—F;F :LI:EL. �— — L' , F ' LEE'[L' LGAL F F'f='.I _1 .� '1 • . .. �0',- P... COF._F c - L_t.—c n. ,ap i i �- o 1 r t F L f THE RESTRAItoING MOMENT DUE TO GRAVITY IS GIVEN FY: M9 = W d = 1420 x 5E.00 _ '76100 in lb THE MAX ALLOWABLE MOMENT DUE TO WIND IS: � MW = M / 1 .5 = 78100 / 1 .5 5i?67 in lb THE MAX ALLOWABLE HORIZONTAL_ FORCE AT THE CENTER OF THE j f '.,L�'::..y7 W4 � . �7 � ..,. . ,__....�.. .r;er+.WaMb.dilM.wner�...aas..,w..,. .r�<�..:_.......+..•.�w�a. w:w�4.}:�c`G(� 6 w. TH'E' h,c',. F L-.. ,P,E--- E. I V l l\Ir.-: FG=CE I E G :'•'E?• �,, Ff = ..i GF = GL. DIN3 SAFE'rY FA::TOR ra; ; 1 FRI CT I JN PEST PERFORMED ON ACTUAL ROOF MA-ERIALS SNOW T� r." ELIDING FRICTION CCEFFICIENT FOR TF-IE CERt, IS 0. 7E. FE"�'JcT- � t�:;: �► PLESS, A CIVIL ENSINEERING FIRMREGISTERED :N SOCr TH= M CCN-IGUOUS UNITED STATES WAS RETAINED' TO LETER"^IKE AN AF'FR-"= - R ', r + f n ,r- h�L•' ATE SAFETY FACTOR FOR SLIDING OF CN—PENETRAT I N3 RDF _ THC-.1 DET EF M I NED 'THAT 1. ^cC IS THE APF'ROPR I AT E VALUE. r , F� 76 1420/1 . Cc 836 lb SF.!LC•T'J AL.: wire ' '-' T• � '—Z:a'� TcST D'0:":���"F:L g , EOIL & 1''AT_ .:A_E EJI�._-_� 1. ,i.�� i1:LICA;EE T�iFST A MSX LC.-i-7r.�F � : Y:''LLIFSG. CEP ISC, F:_ _�._ E� �:JC i; �N:= CE L� I 6. CF IE'_1:- .- 7f E ;.E IiZ'' _ = FF A_�.0WAL'LC a=EIG• LOA:' Ia: Xp s'- u�..: •GL_ : ET -LRAL L7rC T-1E T.Ec- 1= LI'1.TE L: L-'t S-�- i�� -��_ ''�-�_ DEE13'-4 ALLW•'iF rr-i ALLCi4AE-LE W !.ta PRL S� ' FOL—C,,-:E . F a F A Cf WHE;:E F = WIND FORCE It• LBS P = WIND PRESSURE IN PSF A = F'RCJELTED AREA OF ANTENNA IN SF = 29.6 Cf = AYIAL FORCE COEFFICIENT = 1 . 28 SOLVING ABOVE EDUATION FOR P GIVES: P = F / (A Cf ) P - 886 / (29.6 x 1 .28) = 23. 38 PSF ROOF LOADING: THE LO(il)ED ROOF AREA IS: (SEE FIG 1 ) MA►. R,D' LDAP = W S E = 14 C` qS _ 1 tc . C i s; i t �• ti i� 11 65.08 I • i I 15.63 I 76. 51 \ 64.00 \ �\ I --- / 55.00 ;i t FIGURE 1 t BYed4�7Tc1 '?v, - �.+��.� ..,...:r ,. - ..,...p'Qw/Mtl'.w.•.::.«wr?1n/Q+RUMN.r.�nSrn,:wiaw..:«....._- __.�.,...-• ....:....-.:..,. ...,. _.... moi' Nor '-���,���-��i �._ ,.,,,y�µ,.��{''�Iy � "•' '-.i � �1�iy,�jh�;-k�•:.��y w .� •, r ,;�'1,��71.�^�'�Few"i,iI1,.9 <� '���� �•�' .�� �" i �'� 1• -• �t�'B � ,,s/Ig'•., 1 ' '� ���, �/�h sAIIR'� I �'�S/'"�n�..1� 'i4�� .+ ��� �' �. � 1S� .rg_,. ,y .� re c-pr _ ----• .----,...-"•:'--rccc-rrnx.^^�^'^.rnrs.'�"f �# 4 i 00 oje co R•r , i 00 a '+� cd r 0 2D 11Cd f oa �.. a to r +' y, p bo col M o {7. F, V +' G , N + a b •� I �' fF Ir`1i M u o d +; u `1 ° coo MAN bo C 04n V-4 w , cj cd v� ani u Ecd f)04 41 _ ----r- �;rrrr:•r+• _ +�j •3� 90 p+, U � , ; b a. I'• !w►F�'�4:P" SIV^ ,� •M,.� r. i, ._ � .�� .1 �� _•�R7�v.„�.y.���•Y•4 gOwl -�� YX.S.'���_ -�"' �.� _{�� ''m L�1,�„�,�. ,�.",_L�C.� a�' da7'r '•� � � I �`s0. •• Ott`` ��°.1;ti.. bb"^"'T4° '":pts"` �,y' ,. t., wa""i',� ."' M I t r i f. �r.� INSPECTION I OTICE City of-i•igard Builoing Department - P.O. Box 23397 Tigard, Oregon 97223 l Phone: 639-4175 Type of Inspection Date r'ayue;ted_— G Time � A.M.---P.M. /, Address _ �/ �06 Permit Owner' — e// �� Lot # -lam Builder Y LL--=IL• The following Building Code deficiencies are required to be corrected: l 1i f I % .rc I- rte.f rt i )FK_ ; � �i Presented to r 0 Approved Inspector ' ❑ Disapproved Date J _ — CALL FOR REINSPECTION i E-1 YES L.7 NO i. INSPECTION NOTICE City of Tigard E3uiiding Department i t ► I ' J P.O. fox 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested - Time A.M.—P.M. Address C Permit # ,1! !.iL_ Owner �� -�j. / Lot # �, • Builder The following Building Code deficiencies are required to be corrected: 42 i Presented to — ❑ App ved Inspector —T ! isapprovek Date CALL FOIA:REINSPECTION YES NO y Y 7(1 t} l}nt .}�kSY 1�i�4ltT�W� W f 1. ,. n, CONSOUDATED FIRE AND RESCUE j ® Washington rto my e e Ulstpartrct nt 1 �J City of Beaverton Fire Deperhnent Tuelatln Fire GistrIct FIRE MARSHALS OFFICE (503) 526--2469 POSTED: • OCCUPANT ��'� M D/r=i �G It CONTRACTOR r BLDG. PERMIT # PROJECT NAME PLAN REVIEW it LOCATION JURISDICTION: 1= Be. 2= Du. 3= K.C. 4= Ti 5= Tu. 6= Sh. 7= Wi.. 8= CC 9= WC 0= MC COVER (i" FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL I ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) f ❑ Alarm System ❑ Hood' Ext.ng Systems ❑ Conference i ❑ Spray Booth ❑ Ceiling Cover Other _r 1 4 a 74 t d f Date:� — Inspector. 4 4• - - _ TV ..y..x•........... r INSPECTION NOTICE City of Tigard Building Department P.U. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection r/�(� ------------ — - Date Requested -,2 _�D��- u� _ Time_ A.M._ �__P.M. Address �1Q� �� --_ - -__-_ Permit #. w Owner Lot # Builder ------- The following.Building Code deficiencies are required to be corrected: Presented to _ — --- EApproved Inspector _ —_ __ ❑ Disapproved Data -- CALL ICOR REINSPECTION C� YES f�] NO L .,.......,.........�....•......,.�.,,.�.o..��,....,,..�.�•,�..,«,e..,..,,v�,r„waw.�,��a.�..�.,.�.�++:�,�au��w.�.•„�.,n+�•:-. INSPECTION NOTICE City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 �! Phone: 639-4175 Type of Inspection Date Requested`_ T f Time—L-L_ A.M. P.M. Address --Z—C> �!--- ��- Permit Owner --- — Lot # Z N Builder The following Building Core deficiencies are required to be corrected: 71 ix �p G Presented to — -- — Approved ��Rril kr',Nstdn zp�'`#lrnO�E +�• Inspector . %�' ----� -- Disapproved Date _ G— �`-� r CALL FOR REINSPECTION ❑ YES ❑ NO <h r N� ea• INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspnction i�✓���1� � -- Date Request-ed Time A.M. P.M. Address C Permit r Owner , l ' 1 & _ Lot # �, Builder_ {�, , r The following Building Code deficiencies are required to be corrected: -•CJS -'.44 Presented to _ ___ ______ 1'TApproved Inspector --— ---- Disapproved Date CALL FOR REINSPECTION ❑ YES ❑ NO j I 4{ 4 � 1 � r • . ! l I y INSPECTION NOTICE City of Tigard Building Department 40 P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 �p� 4 Type of Inspection — Date Requested Z Time--- .M. P.M. Address y� �j,�� � Permit Owner Lot __— Builder 'The following Building Code deficiencies are required to be corrected: I � I .r 4 ^I Presented to —� �_ Approved �t Disapproved Inspector - -- ------ 4L�h Date - — CALL FOR REINSPECTION �YES ❑ NO r�4 WWA F� F J q! rid e CITYTIGARD OREGON Januazy 24; 19PQ .i Randy Emery R and 8 Construction 338 N.W. Fifth Avenue Portland, OR 97208-3989 Project: Parking Level Storage Bldg. Plaza West Bldg. BP890123 Dear Randy:' Plans for this project have f anenreviewed willfor be made toconformity thewith plumbingaor ccodes, and are approved. I y changes mechanical systems, please submit plans showing the changes. You may get the building permit for the project- at your convenience. If you have any questions, or if we may be of assistance, please contact us at any time. Sincerely, ^:a:: Jim Jaqua "' Plans Examiner I ' I 1 p 1 13125 SW Nall Elva„RO Box 23397,Tigard,Oregon97223 (503)639-4171 -- L —��r.,..,,«�;,M,w..S6u•.rx ..MCKia•... .•. .. ,er�.w �' q.r• ,w......e..'.1�. �' C17YOF716ARD � � f�{c:laM:l'T' NO . I- 36 ClTf9D COMMUNITY DEVELOPMENT DEPARTMENT MOM DATE ]:'.yGUED : 1./2/1/91) 13125 B.W.Hall Blvd,P.O.Box 23397.Tigard.Oregon 97223,(503)639-4175 I)RIM .r)M'T' .Nt:) . 090061. Jt317 ADDRESS 5i c`,OO !:iW Cl�ll< 3iil KI r - TAX MA1'/L.C)'1' C,1. B: PLAZA Whi:Li'T 1_,AN1:) USE LOT c'• VAL..L1A T :C(:)N: t4 :1.0 �000 SE T'EiA(::Kci I:;'I"eON'T' : IaEAla WORK C'1l ASS 'S1.. : , A E:KTrNT ION 1:)WEt...L. UNT:7'5 ; L..I:.Ir T : RIGHT : : � LGI: 'T YF)E: (.(:)MMEGiGTAL N(:). 131-MR(JOM!ii . EXT .WAL.L. CC)N!:)'1' : C:ON!G T' . 'TYPE:' T I A NO. DA'T'I•Iki : N: 5 : E::: W OCCUP . (',PP. : Lir_'. PN(.)"I . t71••EN.I.Nt:,S : (:)(:*Cup I...OAD .:' N W TL)T'AL. Ata1::.A : 4100 Nr.) . Sr(:)a�a Er : 1 �.!:i'T' : r4(.)O F' MINST : A r xr•�I: PET % YES { 1.0 2ND: AREA GEPAR? NO PAT 1.1)' xr NO MPD: OC(dUrI. 45E::r•)1111:47 I•Ic:) r•+A'Tr•.:.'1:) MI::ZAN:I:NI.? NO EaA";F:MI'T' F'L.(:)ON LOAD: 1.25 GAPAGE.: A00 h IM'i. 1511-I1-1K1_r•0 NO Al AAM? NO FLOW(G3*M) NO 'TYPE: (i,A!:i I I1:)( t' r1C:';1=!i!ii'7 YE::�a C:OG21a? NO I s III...AN C..1•II:::C:I< Dy : J hJ 1 f'tE P1Af KFI : h• 1 T'c,rletrlt. Acicl : !ii t.ctl e►S7 L;:I.dg :t.r1 t3rkrl!;I .'Jatrt:�r;lTTr:1:5iCil,lli:: (:)C" NO . t h1r:..tlnc3r r?x 'Tr6:T.r�x C�3r'p . r.;'.:500ta 1: L..A!a'i' IaE::C!a!al1EC � F O l.)TAt•T GTA'TE f7F"r rd.-:MEN'T' 1111:!1:) r•)E PM11' tIllW0 .50 N C:A(:) Ic:Ari'T' (100'1 ti 1501.111.4 . PLAN REVILW ' 1:GlE !aAl.'1' 1 AI(E: U*T 841'11.W.1iE.F"T 16,02,2 0 R tN/I. 0i ..PHONE 1901 ) .35.3» 399/1 ,I'TE 'TAX }' I;I 11 1..OPMt-:N'T (:JlAPGA--:::!ii G �LA",(510raM) O LI AND 1"1 L,(JN.,T'I•I N 1::, AND 1.1 CON!ii'1 LIG"T T:ON �'il')(:,t 15'T'PE I;*:T) A lacer 1.1.atncl L)P 517"2R6 PP11HPA3'.D < 9/I . I > C T PHONE" (503) i p I. , '1 F:A'T'I:t:IN NO . GT at.l•1c:1 1.1 TOTAL.: 1NCTq. sir? PE:C:E:I:P'T NO . �a d This permit Is Issued subject to the regulations contained in Title 14 ......• •»•»•»• • »» » - ' of the TMC, State of Oregon Specialty Codes,zoning regulations I;e1:; :It:::l3 :LN!af)E C,'T':LC)N!:i j and all other applicable codes and ordinances, and it is hereby I agreed that the work will be done in accordance with the plans and 1' raAil:r.NC; 1 specifications and In compliance with all applicable codes and .1.N9(JI•••AT':rON ordinances The issuance of this permit does not waive restrictive Giy 13(:)AP0 covenants. Contractor and subcontractors shall have current city F'TNAl. business tax permits.This permit will expire and become null and I 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 approval, t i I 9.rm�ittlgnAtur� 1 � Issued By: moi:. '" – ------ - 'I t SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE • M . N 7 ' FIRE MARSHALS OFFICE r Washington County Fire District No. 1 '4 City of Beaverton Fire Department Tualatin Rural Fire Protection District 4765 S.W.Griffith Drive P.O.Box 4755 Beaverton,Oregon 97076 Phone (503)5264469 • January 19, 1989 R & I1 Construction 338 N,W. Fifth Avenue Portland, Oregon 97208-3989 Attn: Randy ; i; RE: Memorex Storage Room Plaza West Building 9600 S.W. Oak Street Dear Randy: 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 (UAC) , 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 conditional to the following items: i 1 . Locks and Latches: As long as this room is used for storage alone, double doors will be allowed to have dead bolts on secondary leaf, latch and .Locking mechanism as prescribed In Uniform Building Code for easy egress without the use of special key knowledge or effort on primary leaf. If for any reason this room should be changed to any other use than storage, re-evaluation of locks and latches will need to be made at that time. 2, 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) 3, Inspections Required: 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 installation of all utility rums which wi.1.1 be concealed within wall and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space. (UBC Sec. 305) 4. Certificate of Occupancy Required: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the City of. Tigard Building Department , (UBC Sec. 307) _.._.. : -74 { u• r : R & H Construction January 19, 1989 • Page 2 • SPEC-:AL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITLONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO • COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. APPROVAL OF SUBKITTED PLANS IS NOT AN APPROVAi, 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 fee]. free to contact me at 526-2502. Sincerely, J-Gene(/BB i r ch i.Jl l Deputy Fire Marshal GB:kw / cc: Tigard Building Department ✓ LAU F1 n .r ,�,: a ,. �;, `?i"^,n"m�Se',��r.9„„«. r.Nta'>+�n,.:aw�°,1!✓'��r NtrprrR7'f°1 CITY OF T167A RCHECK APPLICATION WYQ*TWa9n PLAN CHECK 11 COMMUNITY DEVELOPMENT DEPARTMENT PERMI-E # X0/23 1312S S.W.H&N OWL,P.O.Box 23997,Tigard,Oregon 972M,1503)6"4175 DATE ISSUED JOB ADDRESS: /��C7U _ ( ��`C r _ i AX MAP/LOT SUB: _ LOT: _ LAND USE: — f” VALUATION: /0; OWNER _ 7)uc SPECIAL NOTES NAME: _-- REISSUE OF: _ _ • ADDRESS: _ _ —�� _,. LAST REISSUE: FLOOD PLAIN/ ��- SENSITIVE LAND: PHONE: __ ______ -.�� .. APPROVALS REQUIRED CONTRACTOR PLANNING NAME: _ �JSTXVGTi��J — EN ' G: ADDRESS� ? .t>,.,Z�_5 �yr✓ __ IRE DEP PHONE: .2� 7 7 ITEMS RUI REU ' r Z.—__ _ _ __. v LIST/SUBCONTRACTORS: .�__...._ ARCH/ENGINEER BUS TAX: NAME: CALCUI_ATLONS: ADDRESS: - _ i _��- _- � TRUSS DETAILS: -� PARKING PIAN: _ I-ANDSCA13L PLAN: PHONE: _ � � i - OTHER: C"E NTS: PERMIT 0 ACCT H DESCRIPTION AMOUNT AMOUNI PD. FIAL. DUE 10...-432 00 Building Permit Fees ,_�Q 10--431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees 10 230 01 ,;tate Building -Fax (5%) .. Bu i l.d i rig Plumbing Mech 10 43;3 00 Plans Check Fee Building Plumbing Mech 30- 202 00 Sewer Connection _.........-._.-.____._._ 30--444 00 Sewer Inspection 51- 440 00 Street System Dev Charge (SDC) 52•-449 00 Parks System Dev Charge 1,PD(;) 31--450 00 Storm Drainage Syst Dev Chry (SSDC) 10--230 09 1R I) 10 230 06 Washington County F ire #1 (95%) 10-220 00 0m�Ar t/Wodgr.,w0od REC N r• Roceived Py: Date Received: / -� 7- _...._..__ ._...1 _..._...... ._ ._._..._._._ cn/31:81111/18P 1o` t f �� {,T, �•�n � 'tea r � f�. INSPECTION NOTICE City o' Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection z;' Date Requested Time A.M. P.M. Address 2 C OC-) 10fir-1 Permit #9-51/4./0 Owner Lot # c. Builder The following Building Code deficiencies are required to be corrected: Presented to �Apprvd Inspector Disapproved Date z CALL FOR REINSPECTION F-1 YES ❑ NO i °8 r,Om 14,s , INSPECTION NOTICE City of Tigard Building Department P.O. Box ^3397 � 40 Tigard, Oregon 97223 Phone: 639.4175 U' 0 Type of Inspection �- Date Requested_____ 1'� ` Time A.M. P.M. C Address ' Permit Owner c�_�`�/ Z rC > 7 kt l /l c� _ Lot # Builder The following Building Code deficiencies are require] to be corrected: Presented to ___ __ _ Approved InbV ctor ____ Disapproved Date CALL FOR REINSP C770N 1-1 YES I I NO :1 r INSPECTION NOTICE Pr^-- City of Tigard Building Department n f P.O. Box 23397 ( , Tigard, Oregon 97223 40 Phone. 639-4175 Type of Inspection 40 D-..e Requested _. — Time A.M. - P.M. Address �_ —_— Permit # r Lot # w Builder — The following Building Code deficiencies are required to be corrected: w x y yrs r , Presented to __—______ Approved Inspector C_ ------ Fj Disapproved Dai CALL FOR REINSPECTION 4 . ��i ❑ YES IJ NO + ' �~' et'll�; tips+wr+�uwrws«ww�c:uwxnw>"ua;wxv,w:�ra:a+.u�rs�cwxwaeunrea�' '' 'as :4' * r 4 '� + ������{�? �Z.i � `,a � 3 ?It r t 1 r:r � ��� r ' c� r I p,, � ;�` ���,r'�."rt�i rl �' l Y�� ��• �StA�4 +'� _•, ' '"'� rt. � r�1+19J+�'a G��i t+• j�,rk a e'q f �, I 1 + +. +' r i^�'r v "I ��r� 7 ' 1 �P��a1k�4'���z y�.:. �' a ��. r Fri AAI��y�Frj 1rr y �t 4ayl � ( 1 4� w + 1Y1 al 3 k i4��t •9 u }��$'�.'��,�° '�� a Y +�",> "Irl r' v{d 4(a a v1' a Z `ltl, t + + r '��"a ;r i ih•'+t"T{ y 44 K + ,_ 1 1° �e '� 1 � T -�� � +�� �+1 � + � '•} 1�., � �:"st�4�. +,� S�x�sl!. f a'�r."L{rh, r '��475vRilx!1e!r'V ili�Y},SMa ^'RMerlaMdnvw..ak•aww,rwr...... ............ .. .. . � S � I CONSOLIDATED FIRE AND RESCUE Wmhlnplon County Fire Dk+trict No.! City of Sewerlon Fire Depwbmnt Tualatin Firs District ` • FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT PIA 204 ►'V `�T CONTRACTOR BLDG. PERMIT 0 PROJECT NAME PLAN REVIEW it I LOCATION JURISDICTION: 1= Be. 2= Du. 3= I .C. 4= Ti, 5= Tu. 6= Sh. ?= Wil 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP(REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood' Extug Systems ❑ Conference I I ❑ Spray Booth ❑ Ceiling Cover ❑ Other !n/blMiiy � u Q i /���n/ ���.1 f���y" �,(,/1�C,i^ j-.�.�,�,�,l,��U _ .�✓1 4.:1 �7 .r.. f 7 f+"°f"� � .Lrz.i... l'/b S Q%) -YreSs'`. '"fi�✓� �//� / !N� Y.1 X Dates Inspector: r K; 0 -7 ..n......._.,. .. ..�_.,.....,.�aATVr1�1..':wlMrw'mF,Mw►+rq..v„ ........_ .n,•:...M1a1M?IekN10MkW�YM1rMM1Yf�.IMM9NR 7AY1W1ARMWI�'i1{VIII'7MMYtWIRRW a 1 �3 1 INSPECTION NOTICE "n City of Tigard Building Department P.O. Box 23397 C� , Tigard. Oregon 97223 Phone: 639-4176 Type of Inspection S Date Requested Time_ A.M.— P.M. Address _ Ir Permit Owner%CG L X L A6C.� f/LAE Builder :_`v� j The following Building Code deficiencies are required to be corrected: V ry. i; I i I Presented to _. Fj Approved Inspector _ �'� _ Disapproved Date ' [ ----- CALI, FOR REINSPECTION C-! YES ❑ NO t.ry Ys P'S s� a c 4 � c . 4 INSPECTION NOTICE d City of Tigard Building ^,apartment P.O. Box 23397 �I 'Tigard, Oregon 97223 Phone: 639-4175,E I Type of Inspection Date Requested �'� Time A.M.—__P.M. 1 � Address / � /L� d e� �..J l� [ / )l4 !L/.,L_ Permit Owner ___.__. Lot # Builder ------ The following Building Code deficiencies are required to be corrected: .� Presented to ___ -___..- I 1 Approved InspectorI' ____ ___. _ _ ___ U Disapproved Date _ / -- CALL FOR REINSPECTION �] YES ] NO I INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639'4175 , A Type of Inspection Date Requested Z Time__-- A.M. P.M. Address ,�' C»- � �' r Permit JF F1 Owner T___ ,c_/_ Lot # e Builder The following Building Code deficiencies are required to be corrected: { i Presented to Fr Approved Inspector .� --- -- _ u Disapproved Date — - - - — CALL FOR REINSPECTION YES ❑ NO z fi � it�}ri - y INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 1 ' Tigard, Oregon 97223 C/ Phone: 639-4175 Type of Inspection ` 7 L L=� (�(, �( C Date Releiested_ 14.2 _ Tims A.M._ P.M. Address C Permit # r Owner _. Lot # Builde The following Building Code deficiencies are required to be corrected: .a Presented to ❑ Approved Inspector ___,_ ___.._._ Q Disapproved Date -- CALL FOR REINSPECTION C..I YES —1MO eV f TL�� i t �•,� „r.vm.�:r�rr�nee.• «c«4 se i^.M:,.rt+rsv.+.xrh.s.war++x..,rnr.arnro--...-.`w.n«-r.rr+-r.•wwr^�»uw..werxnx�ww:�wFMrw+thY.s..»,�...:.......,.. r-. e. INSPECTION NOTICE City of Tigard Building Department Pr • P.O. Box 23397 Tigard, Oregon 97223 9 :. Phone: 639-4175 • ( ` Type of Inspection �---------" Date Requested 3 --- Time A.M. P.M. Address Permit # 1 G _ i �' �""' Owner Lot #_ BuilderThe following Building Codi deficiencies are required to be corrected: –.._-- �%� �i'"7"1 /tom ly�.�j,� «rL.' •q.—D "`a.i� - � Presented to --- - �]/Approved _ [] Disapproved Inspector S U Date ----- - �_ CALL FOR REINSPECTION YES Cl NO g 3` r'ttr z 1 t ��,, y f h s,7«`'C. a ��• k� » � �`� �b,r y�y�� ,"�.' or5� r ]ra i � iudr'� ,��^ �' SFT`,''. r»r: � gh 0trm v i Y ✓. 9 11Ydu�Y� �' ~''41 AL a n� �,� - ��+ ,i `��, 1q. ;,y� .r:r+`-'� } ^a:�,aa�e � ,',t,n�r Eu �•4-? � � v):..:, .. �. INSPECTION NOTICE City of Tigard Building Department r1 !�; ' • P O Box 23397 V Tigard, Oregon 97223 Phone: 639-4175 l %J • Type of Inspection _ �� L L�l�-'C'Y C"(./ Date Requested Time��� A.M. P.M. Addres+ L2 � Permit # ;, i) Owner— _ Lot # Builder40 The following Building Code deficiencies are required to be corrected: /t.G__.�� Presented to trApproved Inspector ❑ Disapproved Date CALL FOR REINSPECTION ❑ YES ❑ NO r INSPECTION NOTICE • City of Tigard Building Department P.O. Dox 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection �►a�,�f��.' �'�^�`�`"" ��=�c -' f Date Requested I! –� /� ff � Time" A.M. P.M. - Address C--' Permit Owner _ Lot Builder The following Building Code deficiencies are required to be correctrd: a ' — Ilk or �� z. , s Approved Presented to ---.-- – +d Inspector Disapproved oved �_� r nr„ Date r . CALL FOR REINSPECTION o s ❑ YES ❑ NO '.� y9 f 1 t *py,•:;•_�».nen,..--...,.U..�..,M.,-o.�•a.....�.�..r.�..._..._.a..........._.,.�...�.......,�•_....._<_.._,,._..�.«......_......._._._.__..........,.,...,E , to .e�d1-p+u AI 1}1p 4 } T ' {1 5 PT `�:1• 4 ' A� h�i Lt+�i C+fAH+f,f^ I yVrl S r3{ �te�. +,�� v„r �� 1 C e t iN,�- Y !c• R.��, t7 t,°�-t.:C 1 �;V i , 1. 6_” +�j011 \ -�i.a.. rt "41k! k.,F•��� 1� !y a,�4y�y",�",'. u to ,r`d;.-e P 4 S' "1',I):! Y +.< i'4�„ !•' ` ' 4 INSPECTION NOTICE r • �IA City of Tigard Building Department ►1 P.O. Box 23397 C� Tigard, Oregon 97223 • Phone: 639-4175 Type of Inspection Date Requested �l ( �c� Time Y� A.M. _P.M. Address (e)t✓ Permit # ' Owner _ _ _ _ Lot # Builder /� r The following Building Code deficiencies are required to be corrected: 0 Presented to Approved Inspector Disapproved Date i CALL FOR H INSPECTION F1 YES I-7 NO C0NS0LIDATED FIRE AND RESCUE Washington County Fire District No. 1 City of Beaverton Fire Departs,ant Tualatin Fire District �,.,� • FIRE MARSHALS OFFICE November 14, 1988 1 ASI Heating and Air Conditioning 17555 S.W. 65th Lake Oswego, Oregon 97035 RE: Plaza West 9600 S.W. Oak Street Tigard, Oregon r Gentlemen: 1 This is a Fire and Life Safety Plan Review and is be..sed on the 1985 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC), Uniform Fire Code (UFC) , and other local ordinances and regulations. This review covers the fire and life safety issues related to the HVAC system a in the above noted building and is approved as submitted. 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. it you desire a conference regarding this pl.3n review or if you have questions, please feel free to contact me at (503) 526-2503. Sincer� l-r ob H t Deputy Fire Marshal BH:kw cc: Tigard Building Department s l 4755 S.W.Griffith Drive • P.O. Box 4755 a Beaverton,Oregon 97076 • (503)526 2469 '�w INSPECTION NOTICE �? l City of Tigard Building Department (� P.O. Box 23397 Tigard, Oregon 97223 �, • Phone: 639-4175 Type of Inspection Date Requested nj�\l 1_.I Time � A.M. -.P.M. Address _ _ >� Permit 4zi, 2z Owner �- � Lot #_ 10 Builder The following Building Code deficiencies are required to be corrected: Presented to _ ❑ Approved Inspector r] Disapproved Date CALL FOR REINSPECTIOX ❑ YES ❑ NO it I INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 W Tigard, Oregon 97223 Phone: 639-4175 Type of InspectionG Mte Requested / Time /n t Address 15t1�=) -- Perrnit #. 1 ( (✓ o �u ajir)'t rnct..� A:::�-tot # Owner � C�- � Builder ) .1 m L 3G3�— The following Building Code deficiencies are required to he corrected: SII V` c - - - _ -- Presented to _ _ _— ------ -- Approved Inspector _ - - - ---- Disapproved Date _ / /" - CALL FOR RRINSPF""ION ❑ YES ❑ NO i MECHANICAL PEPMIT C>IITY 0 ��FA ROWf'E PM1'Y' NO. : MEGBP209 MY OF MAYO 0kJQoN COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSILIED: 1.1./ E)/88 13125 S.'N.Hall Blvd.,P.O.Boa 23397,Tigard Oregon 97223.(503)639-4175 P11T.M . PMI' .NO. (381610 �JIOB ADE11:4"ESli 9600 �Iikj (-V�l< 54, I Ax MAP)1...01, GUIP), 1' '. AZA WE S*Y' K31.-DG L'T': E'F: : L AND 1-Ul' t-0,:ZU-. NO NO : WOPK ALI*IEPATION F;*LJPNACE: <100K AIP HANDIL.R (10 • USE *YYPE: COMME.,f"'Clol.. FURNACE 1.0010- A-111 1AANDLA 10K CON57' I'YPE: :1:3:r FL.00A 1�-'LJPNACE: :VAP r: , E'GOILP ,. OC"C'UP. G141"'. : B0 HEWTEP VE"NT FAN vr:-:N'I' vl;,:,:N,I* . SYS112,M 011-P/c,C)IMP <31-11:) 11-10017 INIC). S"'()r43:E1-:: : 6r FIL.P/COMP 3---A.,"51HIP 3 :1.N(:,TNIEPA'TOP(DUM DWELL . UNI TEi . W.14/COMP 11.5-1,50111P .1 1.NC.1Nr-.'PA*rrP(c.,um GAEi I.A I P/("(:)Mp .30-1501-11P PIEPAIR UN11*5 dab MAX. 3:N1•41•'' 1.20000 aL..P (::(:)MIS t.1044-11".4 1713*--: 0111PAs'? Y E-'.!ii CvAS PIPING OL)I'L.E'V!:i HIGI-I PHEGS'? NO �Wr."Pt::U57 YE:G Add mn.itm , ialteir ex:i.wt . ttrii.tm , adr.1 nii-Jld ve.rit fiarii: 1'. 1'--'E.:5 0 !iTA*T E r4 ri:1:4 r-.'.M E E.N'T m-':r4mrr 0 . 00 .N C N AC) L*.A5T 200TH 1511:111311-.1 PLAN PF--VT1:TW *'3 JI. 50 E 1501-1' 1..A I(E.: (T:C TY UT 81102 FT.X TU PE'F, M128. 00 PHON1,' (803. ) 355....38EIA GTAI'li-1: 'T'AX $6. 90 C 0 ASI N AS 1 I-N."Al'ING T '17.553sw 65,141 '9 G A 31 U Y'70 T 1:"H(*.)NE-: It 450.3) %1sEJA(---E)J83 0 NO . 1111.1. 7 40 F3 17RU'ri'.3:P'T NO. I his permit is issued subject to the regulations contained in Title 14 of the TMC, State of Oregon Speclatty Codes,zoning regulations PEQUTPIT'D and all other applicable codes and ordinances, and it Is hereby i agreed that the work will be done In accordance with the plans and W5 I T NE specifications and in compliance witti all applicable codes and 1.11:CI--1ANL*L. SYSTLM ordinances. The issuance of this permit does not waive restrictive 011.111,-:P I covenants, Contractor and subcontractors shall have cu --int city 1!"I'.NAI,., business tax permits This permit will expire Pm.)become null and void If work is not startea within 180 days r If work is suspended or abandoned for a period of 180 da,,s any time after work has commenced.It shall be the responsiallity of the permittee to assure all required inspections are requeslad and approved Jr PermittPoMigrigruta Issued By: — SEPARATE PERMITS REQUIRED FOR WORK OTHE'R THAN DESCRIBED ABOVE CONSOLIDATED FIRE AND RESCUE Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Fire District FIRE MARSHALS OFFICE November 7, 1988 ASI Heating & Air Conditioning 17555 S.W. 65th ... Lake Oswego, Oregon 97035 RE: Plaza West 9600 S.W. Oak Street Tigard, Oregon 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; Corse (UBC) , Uniform Mechanical G'ode (UMC) , and the Uniform Fire Code (UFC) , as amended by Washington County Fire District No. 1's Ordinance 86-1. Plans are approved conditional to the following items: 1. Existing Fire Dampers: As remodeling and realigning of air ducts is underway, existing fire dampers shall be reinstalled in accordancp with their listings. During a familiarization inspection of this particular project, it was noted that fire dampers had been hung on sheet rock walls without the advantage of being directly connected to structural framework, i.e. steel studs. As th4.s is going to throw considerable imposition and cost far:tor into this remodeling job, tlis Plans Examiner would allow exterior steel angle iron substantially connected between fire dampers and steel studs on each side to be installed or. the outside of the wall, so that fire dampers, or gypsum j wall sheathing would not need to be disturbed. This, however, would be conditional upon City of Tigard Building Department. approval. 2. 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 mast be made available to building and fire inspectors for reference during required construction inspections. (UAC Sec. 303) A755 S.W.Griffith Drive • P.O. Box 4755 0 Beaverton,Oregon 97076 0 (503)526-2469 ASI FIeating & Air Conditioning November 7, 1988 Page 2 3. Inspections Required: Inspection and approval of construction by a representative of thi.s office is required: (a) prior to the cover of any new framing elements following the installation of all utility 6. runs which w4.11 be concealed within wall and partition cavities; (b) ? '� upon completion of construction and prior to occupancy of the tenant space (UBC Sec. 305) ,d. SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALITY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF ThOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED f WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. r APPROVAL OF SUBMITTED PLANS IS NOT AN APPROVAL OF OMISSIONS OR OVERSIGHT£ BY THIS OFFICE OR OF NON-COMPLIANCE WITH ANY APPLICABLE REGULATIONS OF LOCAL, GOVERNMENT. r y 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 : I h Ik ', 5 2� # e:' µpyJTnf >NYINWH0IM'4MM1#1P5S#n4VUN .n.a+#+n•+�••— 4 � �'�f`���; fi .n' .A .i fir. I �� i:l-.e:➢'�•5 � � �� l „.. .r '..: � -�. i.� ,. ]' r r......r ,tF 7 .,.,., n.rl..-. ,.,n...... -+.w.nxwh+w ru m. .x.•..�,«.++.NNM.�++F.�1.'At�Ak7gA`�" �+,N`! - o- INSPECTION NOTICE ' City r f Tigard Building Department 1� P.O. Box 23397 / Tigard, Oregon 972.3 Phone: 639-4175 Type of Inspection Date Requested z4Q — Z' Time k' A.M. P.M. Address hermit # I Owner _ Lot # Builder 24� i -� G,P 1^ 99— The following Building Code deficiencies are required to be corrected: 12, n PF 17.�R'k V�,YF�{f 1151 Prasented to Approved Inspector Disapproved Date CALL FOR REINSPECTIO,J , °� ',. pw ❑ YES F-1NO rr v �i"T F ; t r I II 1 1 as o t I�f h{,�� ,t ,j, r is� � °� sy AJ!—ls •�! I,JI.,:� Wn FI.,; � +� ���M+��415�t Il'�11µ� ��,,: WN � "•�,.: r I. F tX,'`rP ,,,. ;_ w�f SYN �e t• CITY OF rel:l r1a:l N(7 Etl.lEilE31 1.,1 p cllroF n(:aan , COMMUNITY DEVELOPMEI JT DEPARTMENT 00rGo« 1.:A'1'i:_a l:! St.IE:G: 1.u/ 7/88 I 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard.Oregon 97223.(503)63911115 ..109 ADDPIEGS : 9600 SW OAK ':i'f 'TAX MAP/1-04, SUB: PLAZA WE.:SI' I9I1...0C; LA : BK I...AND USE: : L.O'T' (_n:1 ZE. : Vol.. : s 350 ,00() !:il:'rl3flt:KCti F'14ON'T' : !4E.AR: • WORK C:I_.ASS : AL..11i14Al'3:ON IaWE"L.I....UN3:7'S : LEFT : : Ft:C(ali'T' LISE. TYPE: C OMME'RG I:AI... NO. EAF- )ROOMS : 1-XT .WAI...L. CONST .'T'YIoFW: 3::I.F"R NO.IRATI••15 : N: `� : E W OC:CUP.GAP. R2. F'G1CI'T .C)F�E.N3:N(;'5 OC;''1UP.I...(:IAD N: S : i:: : W '1'O1'F11.-. AREA . E,OO NO.'S'T'OI•'2:IE.", p 1.91'T : 600 EIOOF CONS T' : A F I PEE N'E'T'? YFS HE::I:C.;I•.1'T : PND: AREA Sr:::0AR'7 NO IIA1 ED: .i► RASE::ME.NT7 NO :5141: 0CCI.IP . !:ITPAn'7 N 17Ar'T1 I:) ME.:l.ZAN3:NW".:'7 TIC) BASE.M I I' FI...00R I...OAD. GA PAGE FIRE: SPAKL„R'{ NO AL ARM? YES FLOW(GPM) IX.:.”! r:C:'T'7 YE:!a 1„IE.:AT' T'Y�� • G;AG� - -- yrx^�:� !at^(�1.�( ��! YE_!�; rrlr.�ta•� v>:�•�;_ f' PI AN C:HE:C:K HY jt1 j AE:MAPK(S : I�(rlmt►riaaa. A1.r .t.tm r rt(3 p , rlrttry , a►(i(a auart4t.tr,+w, Gtt::1:!i!al.lE: OF' NO . .I:ri%t,a1.II new i':i.rca (ir•ts I"S 1iiLip% iitt. 5.4m.1^a1.S:e LAST PrEISSUE: ,r O1.1'T'AH ril'A'TE.: RET tPE_MEN'T 13141:) PE111411'1' $1. ,pt.m . 00 W N CAC.) EAST �?O0'T'H SOUTH PI AN REV:IE:W 111687 'I() } ESAI...'1' I...AKE. t:3:1'Y 1.11 F��d 1.0i?. FIRE: DE:P'T' X423 .20 R PHONE: ((.101. ) :tS«i"'✓—«'SEdEli1 S'T'Al'I„: TAX $5P .90 crrl•ir• 1�+ 1.) C i E:t1E:I-0PMI_NI' (.,HARG.I::F.) 0r SEDC(STORM) N r-1 AND 1.1 r.:(7N.r T R T P AND I••1 C:(:)NS'1"I.1C,'I'3:(:)N SDC:(STREET) R 1•', O Ei(:)XG>DC:t I. ) A C r)r.)I" .:Lat.rtr.1 L)FI i :,�:'f3 Nt2i:1'A7.1) < T PHONE' (503) P-28-71.71 O tPa. ,OEJ. 00 R N RI:I:y:IS'T'RATION C). ft a►rt(1 FI t♦ This permit is issued subject to the regulations contained In Title 14 „,•_„••_,•_•_„„. „• �� Z of the TMC, State of Oregon Specialty Codes,zoning regulations and all other applicable codes arid ordinances, and it is hereby I404J:I:1:4L:1 :INShr"C:'1':I:(INS agreed that the work will be done in accordance with the plans and FRAM 3:N(3 specifications and In compliance with all applicable codes and 1NSI.11..A'T ION ordinances. The issuance of this permit does not waive restrictive GYP BOARD rovenan!.1 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 day%,or If work Is suspended or 0TIif--*11 abandoned for a period of 180 days Any time after work has I'"TNAL i commenced.It shall be the responsibility of the permittee to assure e all required Inspections are requested ind approved s --sem-�r��_ Permittee Signatur1=i rP p r,t:t ct-P:1.r►S:E Issued By SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED A,DOVE 1 CIT' OF T I GA RD PLAN CHECK APPLICATION CIT OF n ARD PLAN CHECK p O L- COMMUNHY DEVELOPMENT DEPARTMENT OREGON PERMIT # 19125 SW HW1 Blvd. P.O.Bac 71397,ThAM,Ocepon 97223(503)199.1175 / DATE ISS0ED — JOB ADDRESS: C�,-W- ��,4r�c_ _- TAX MAP/LOT 40 SUB: LOT: — 1 :1ND USE: _ - :-_ "�„''"�l�E�`��-.�— --- OWNER VALUATION `r SPECIAL NOTES NAME: l j f&l1 i. .( :�` i. REISSUE OF: ADDRESS: C4a�J� %� csa l-t(rte_- LAST REISSUE: - � (,� FLOOD PLAIN,/ SENSITIVE LAND: PHONE: { APPROVALS REQUIRED Y j CONTRACTOR PLANNING NAME: CE'e"Gt rLtz"y LC YI 1;NfINECRING , _ ADDRESS: tI li! FIRE DEPT_. _ OTHER: j PHONE: _ `7•”' _�r%f _ ITEMS REQUIRED LIST/SUBCONTRACTORS: — ARCH/=:_NGINFER BUS TAX: _ NAME: to Lc' CALCULATIONS: ADDRESS: c, 2f;°; t:,.LV. dU C �L1C 1�� TRUSS DETAILS: _ PARKING PL(;N: _ _ LANDSCAPE PLAN: PHONE: _ -/ 74� OTHER: _ COMMENTS: PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. SAL. DUE _ 10--432. 00 Building Permit Feesn� 10-431 00 Plumbing Permit Fees _ 10-431 01 Mechanical Permit Fees 10-230 01 State Builc.'ing lax (5X) Building Plumbing Mech ` 10-433 00 Plans Check Fee A T _ f Building Plumbing Mech 30--202 00 Sewer Connection 30-444 00 Sewer- Inspection 51--448 00 Street System Dev Charge (SDC) 52--449 01 Parks I System Dev Charge (PDC) 4 52--449 02 Parks I1 System Dov Charge (PDC) _ 31--450 00 Storm Drainage Syst: Dev Chr•g (SSDC) 10 2..30 09 TRFD 4, 10--230 06 Washington County Fire #1 utlz320 10-220 00 Amart/Wedgewood _ TOTAL REC # APPL.TCANI SIC URE Received Ry : D a t o Received: ��- ht/3587P/18P :, Y Y j t t x, • �r LEEIRUFFMADDLE PARTNERSHIP ARCHITECTS, AIA TO Date_ C ' . i Attn. LAO LLA -- ----------- - --- RE---f L-A W -FSAJaU/ '(1 fS _ PmJect No. We are sending you 1 c:,py of letter U prints U specifications ❑original tracings U change order U shop drawings U catalogs copies date item IF F Remarks Distribution j 5285 S W MUDOWS ROAD,SUITE 340,LAKE OSWEGO,OR 07035 (503)1384.4747 r t�r 44 � �� 'byn lanF�M1 �xw p r➢�ryt d r � Y{� 1 r ,,r S � Y ,F + �ry�� ���pa° t r �� °ai �s i��� '�'`f�� w { � �r� IM{s ra t'�i{1�9� •�,�ggr "k��s i. . r r '9 ' � ���d r° `�r .�� m�J� �1 µ�j,: r m k a yn eq 411,0pW TIM } 1 'T LBBIRUPPIWADDLB PARTNERSHIP RRCHTTI!MA Alt! F; September 1.i, 1988 Mr. Jim Jaquaj. City of Tigard 13125 S.W. Hall Blvd. P.O. Box 23397 l Tigard,Oregon 97223 RE: Plaza West Renovation Project# 87042-2.00 Dear Mr. Jaqua: In response to your letter eF August 30th the following items have been corrected or clarified as you requested. `. 1. The stairway i,nd ramp at the garage exit have been )nodified to comply with code requiremck.o. See attached Addendum#3. 2. The aiuminum frai ging shown in detail 20/A8 at the fire dt.;)r jamb is out side of the 2-hour shaft enclosure which is separated by the 1 1/2 hour rated rolling fire door. The fire door including the jamb assembly has a 1 1/2 hour fire rating. See attached Rolling Steel Fire Doors specif cations sheet. i 3. See the attached skylight information regarding code requirements.(Seesler��t�, s 4. The wall covering in the restrooms has been replaced with a 4'-0" high the wainscot which meets the current code requirements. See the attached Addendum #3. We are aware of the fact that the atrium of this building does not meet current code requirements regarding atria but smisfies the requirements set forth at the time it was constructed. By your signature below you and your office agree that the above is correct and that this remodel of Plaza West will rot require the atrivai or shaft area to be upgraded 4 to current regulations any further than h;is been requested. Please return one copy to our office. 5285 S.W.Mr 1DOWS ROAD.SUITE 340,LAKE OSWEGO,OR 97035 (503)6344747 k � k 1 Letter,9/28/88 ' • Page 2 Please contact us at your convenience if we can be of further assistance. • Sincerely, LEE/RUFF/WADDLE PARTNERSHIP,ARCHITECTS � Eric Sorensen Atrium approved as documented By: Date: 1 cc: Filc !" Gene Birchill ' Gary Mast t ni 'w e xt k. $j I ry, As t, S. c.rt57Ye 1 I 1 1 i PLAZA WEST RENOVATION _ +� ADDENDUM N. . 3 Proje,-i: Plaza West Rcnevation Tigard, Orego,,r #87042.-2.00 va Architect: Lee/Ruff/Wi,.c',dle Partnership, Architects 52.85 S W. hiaadows Road, Suite 340 Lake Oswef.,), Oregon 97035 (503) 684-1747 •.. Addendum: #03 Date: 9/23/88 To: All Bidders This addendum forms a part of the Contract Documents and modifies the original S ecificati.,-,s ar.d Drawings dated 8/8/88. This addendum g P consists of items described below and on the attached drawings. Dation D scri i t) Di.. : ings: 01 Drawing2/A2 Add additional step at Garage Vestibule entry E and modify hand rail to conform to code requirements. Add steel pipe gate at ramp landing. See attached drawings 1/AD3 and 2/AD3. 02 Drawingl/I'.' Add 4'-0" high ceramic tilc wainscot at restroom walls. Delete wall covering at wainscot. See attached drawing 3/AD3. 03 Drawing 19/A8 Delete 1 hour rated O.N. door and provide 1 1/2 hour rated door and frame by approved j manufacturer. I 04 Drawin<- 2/A/ Delete glass block pattern and add new glass block pattern. Sec attached drawing 2/AD3 E 05 Drawings 14/A9, 15/A9, and 16/A9 All wood contructic other than finish trim ` must be fire retardent. t . 06 Drawings S1 and S2 All structural steel in new construction is to fireproofed as require: for Type II fire resistive contstructioa. See attached specification section 07250. ADDEM)UM NO. 3 SEPTEMBER 23, 1988 PAGE wr Specifications: 07 Sect. 07250 Add section 07250 Sprayed on Fireproofing ?d for structural steel in new construction. See • attched specifications. 1 a N j� i 4 i f i I i I I , y.. ADDENDUM NO. 3 SEff EMBER 23, 1999 PAGE 2 f L_ _ vr:.•MNM•FN+1.:.VA4fkz...,.., .. .. .... :..,.t.. . ...,.., ,.. ,. ... :, �IYwYYrY� f Plaza M. anovation Section 07250 Sprayed on Fireproofing ° SECTION 07250 - SPRAYED-ON FIREPROFTNG v General : Fire Resistance Ratings : rfrovide fireproofing conforming to ;assemblies r indicated by reference to design designation in UI_ "Fire Resistance Directory ' r Maximum Allo,gable Asbestos Content: Less than 0.25% by weight of asbestos of any type or mixture of types occurring naturally as impurities , as determined by polarized light microscopy test per Appendix A of 40 CFR 763. Submittals : in addition to product data submit the following : f Certified test results evidencing compliance with requ*, rements. j Test results of in-place perfor.•iance as required for field quality control . * i 3 Certificates attesting compliance of products and , for primed steel , of primer compatibility with fireproofing under fire exposure conditions , from aoth fireproofing and primer manufacturer. i Products : + Concealer, Sprayed-on Fireproofing: For applications of sprayed-on fireproofing concea�eH from vicw_behind other construction when the Work is completed , provide manufacturer' s standard products complying with i requirements indicated below: Cementitious Fireproofing: Factory-mixed dry formulation of inorganic Tin �rd —s do '-Ti— (itWengg-h --mineral aggregates mixed with water at project site to form a, slurry oor pumping and for dispersal by compressed air introduced at Foray nozzle. Mineral Fiber Fireproofing: Factory-mixed dry formulation of inorganic Fill 6 s, minera� f'i�ers , fillers and addi `ives for spray-on application by conveying dry mixture by low pressure air through hose and mixing it with water at spray nozzle. Bond Strength: 80 lbf. per sq. ft. per ASTM E 736. Compressive Strength: 3.47 lbf. per sq. in. per ASTM E 761 . Corrosion Resistance: No evidence of corrosion per ASTM E 937. i Deflection: No trucking, spatting, delamination or the like per ASTM E 759. j Lee/Ruff/Waddle Partnership, Architects -'i9/23,108 - Page 1 v Plaza West Renovation Section 07250 Sprayed on Freroofi Effect of Impact on Bonding : No cracking, spalling , delamination or the - like per ASTM E 760. Air Erosion: Maximum weight loss of 0.025 grams per sq. ft. per ASTM E 859. ti Dry Density: values for average and individual densities as required for f ri e:-esistance ratings indicated, per ASTM E 605. Hardness : 0.50" max. penetration per ASTM C 569. � Surface Burning Characteristics : Maximum flame spread and smoke developed ,alues of 10 and U, respectively per ASTM E 84. .�. Products : Subject to compliance with requirements, provide one of the foll-owing: "Monokote" ; Grace Construction Products Div. , W.R. & Co. "SprayDon Standard J" ; American Liergy Products Corp. "Cafco Deck-Shield" ; United States Mineral Products Co. Auxiliary Fireproofing Materials : Provide products com,)atible with sprayed-on i 3 fireproofing pr ,,,. ' s and substrates and approved b; fireproofing manufacturer !' for uses and sir,, _�,istance rated designs indicated. Installation: q --- _ r C� Comply with Fireproofing manufacturer's instructions for mixing materials , for I application procedures and fo . pes of equipment used to convey and spray-on fireproofing materials ; as applicable to the particular conditions of � installation and as required to achieve fire-resistance ratings indicated. Finish exposed mineral fiber fireproofing as follows : Spray texture with no further treatment. i Field (duality Control : Arrange for testing of completed fireproofing by independent testing laboratory in successive stages in areas of extent described below; do not proceed with fireproofing of next area until test results for previously complE'ted work evidence compliance with requirements. Extent of Each Test Area : Not greater than one floor. Within each area, testing laboratory sh«11 randomly select a typical bay, and testi each fireproofed structural element within it for thickness and density per ASTM E 605. Lee!P,rff!Waddle Partnership, Architects 9123!88 - Page 2 w - t I Plaza West Renovation .wllon 07250 Sprayed on rireproofing Within each area , Lesting laboratory shall randomly select one typical structuralle ement of each type and test fireproofing for cohesion/adhesion per AST14 E %36. Owner wil ! employ and pay an independent testing laboratory to perform s fie d quality control testing. w Repair or replace fireproofing within areas where test re ..►lts indicate fireproofing does not comply with requirements. t Cleaning: Remove over-spray and fall-out of material', from surface', of other work and clean exposed surfaces to remove evidence of soiling. i i is END OF SECTION 07250 i w A i tit , ihwp � I I � I 1)� h I1ria�i + I' i I d Lee/RufflWaddle Partnership, Architects 9/23/88 - Page 3 � 3. x �jZ'Y ix 1 k'f r•e i v f' , � �' aadh I j PLAZA. WEST RENOVATION ADDENDUM N . 4 ' Project: Plaza West Renovation figard, Oregon 2 #87042 2.00 I Architect: Lee/Ruff/Waddle Partnership, Architects 5285 S.W. Meadows Road, Suite 340 Lake Oswego, Oregon 97035 (503) 684-4747 Addendum: #04 Date: 9/28/88 To: All Bidders This addendum forms a part of the Contract Documents and modifies the original Specifications anrt Drawings dated 8/8/88. This addendum consists of 'nems dc9crib0 1--iow and on the attached drawings. Item LD-Q-dior1 D�CSCilr,tion ;t Drawings: 111 O1 Drawing 9/A8 Delete plywood sheathing and wood framing. Add 2 layers of 1/2" typ- 'X' gyp, bd. and l layer 1/2" exterior gyp. sheathing. Delete I l 1/2" ext. insul. and finish systern and add f 3/4" ext. insul. and finish system. Drop tube steel beam elevation to accomdate for added gyp. bd furring. See attached drawing l/AD4 r; I i i 1 1 i y ADDENDUM NO. 4 SEPTEMBER 28, 1988 PAGE 1 �Y , ....m.,.rIr�NDt7q +uM+��MRi.�.MM811d11:E'kR-1:f8' «:t•9'0�?!4'4e�1� S+�6x. t N^.+@F.S�P ,�,..'... , ,.. . a ?yk ��- SKYLIGHT STEEL GUTTER PLATE, GUTTER AND RELATED FLASHINGS BY SKYLIGHT SUPPIEH �w PRE-PAINTED MTL. COPING BY SKYLIGHT SUPPLIER TO { MATCH BUILDING COLOR c� SEALAI IT y. } a. O Q U � 12"x 12" T.S. BEAM cn iv W + U _ 2 LAYERS OF 1/2" TYPE'X' Q V-4 1/2" GYP.BD.CONT.AROUND BM. INTERWEAVE GYP-BD. AT ALL CORNERS ac 3/4" EXTERIOR INSUL& > FINISH SYSTEM ON 1 LAYER OF1/2" EXT. GYP. SHEATH'G. 3 1/2" MTL. STUDS @ 16"O.C. AS REO'D. Supplemental Instruction Dram,ing I,EE/RUFF/WADDLE PARTNERSHIP, ARCHITECTS v 5,185 S.W. Meadows Road, Suite 340, Lake Oswego OR 97035 (503)694-4747 project: Plaza West Renovation 6_�JAMFS H. WADDLE > _ Title: Skylight Beam ___ i Scalc: i 1/2"=1'-0" Date: September 28, 1988 �PORTLAND, OREGON , 1 Notes: COORDINATE REVISED TUBE STEEL BM. LOCATION WITH STRUCT. SHTS.S1 &S2 1� �U AD4 AND ALL OTHER RELATED DOCUMENTS. OF Q i „,,w,wnwRkfl '�«w ._..__ -...•......:�...�aew twwaMn�.,:•...._ _........ _ ... �,. r;.n RollinP1 5. The largest UL-listed fire You'll also appreciate the Optional Electric Emergency egress shall be afoot door made,the Rolling Steel following special features: Operators may be added, provided by Pedal to 1 Fire Door offers you superior Cun Ld or flat Slats are avail- rnatched to your door size, re-engage the door operation. protection for a wide range able in hot dipped galvanized �r'eight,operating frequency (Not applicable on push-up jof uses. steel rimed galvanized steel and other requirements. doors.) It was the first lire door to 'P g Curtain shall consist of in- or stainless steel. If your circumstances re. terlocking roll-formed slats of carry the Underwriters Labo- cle operation, sl tories 3-hour Class A label quirc hi�-� P (hot•dipped galvanized steel, ' ` back-to-back fire doors or any primed galvanized steel or for openings up l 144 la el ^' other unusual installation or stainless steel),with end- and 12 width and height �, application,just contact locks.Bottom bar shall be ., (versus 120 sq.ft.and 12 Overhead Door Corporation. two primed steel angles back- width or height).And it was We'll be pleased to help you to-back the first fire door listed by U.L meet your special needs. Brackets shall be steel i { for installation of guides to self all lubri concrete jambs using expan- i rational Fire Protection plates with gig sion anchors in compliance._. ��--3` Association Standard forFire cared ball bearings to support I a with NFPA 80(versus the old --=`� Doors and Windows NFPA 80 curtain and counterbalance standard method of through- is the c•r'teria for design and assembly construction of walls,sills and Hood shall be of galvanized g)• `' F wall fastening). with NLT'A 80 N �' ” =3I lintels,as well as for the man. steel,24-gauge to 19'and 22- Standard furFireDoors and i, � ttfacture and installation of gauge over 19'wide.It shall y' lVindcrws n,-:Ips assure out ' -d ti,` fire doors. l e a fuse.released internal r standing protection.A U.1_ .. - {. flame baffle. z , , � �-..�; ' suggested Specifications: Guides shall be formed ► .;'t��t' Certificate of Inspection is provided for oversized doors Rolling Steel Fire Doors steel shapes or structural up to 576 sq.ft,or 24'max- Guide Attachments permit shall be Model (see angles(face mounted or bc- imam width and height. face mounting or between- the following data)as man- t%veen•jamb mounted).Guide 1 t jamb mounting.U.1--listed ufactured by Overhead Door wall angles shall be(bolted to j Fire Door hirings use of expansion anchors on Corporation,Dallas,Texas(or steel jambs,Installed on con- All labeled Rolling Steel concrete jambs allows you its subddiaries),and erected crete jambs using LLL-listed Fire Doors carry the 3-hour flexibility of installation. in accordance with overhead expansion bolts,through- fire protection rating,making Door Corporation's inst•uc• bolted to masonry jambs). them suitable for installation Choice ofOperation:man- tions and standards by its Counterbalance assembly in the followingof u�• types chain hoist crank or elec- authorized representatives. shall be I iclic;J torsion opening class and rating: crit.OtY-,aeon is disengaged Doors shall be manufac- springs with involute shape by automatic closure,but on tured in compliance with rings for curtain attachment. Fire Wall CJsA3 hr.Rating doors with chain,crank orertical electric operation,the drive - (Underwriters Labo 13ane1 shall be steel pipe Shaft 1'h hr.Rating Gm be re en. ed witin a foot ratorics-listed procedures housing counterbalance Conidoro pedal to provide emergencyand bear a hour,Crass assembly,supporting Partitions CV4 he Rating exit label;Factory Mutual curtain unit with maximum Exterior Class D 11h hr.Rating approved procedures and deflection of.03"per foot Walls I.Class E 1 V4 hr.Rating Automatic Closure by they shall bear the FM labd). of width. mei-fusible links gives extra operation of door shall be All ferrous surfaces,except fire and smoke protection. (electric,chain hoist,crank working machinery parts and Activation may also be by au- or manual push-up).Opera- galvanized surfaces,shall Z7� astomatic fire or smoke detec- tion shall be disengaged by receive a Factory coat of tors near the door or by an automatic closure. rust-inhibiting primer. i� electric impulse from the Automatic closing sh tll be Allo opening preparation, Pe g 1reP" F,� \ ! buildings fire control system. controlled by fusible links. electrical wiring and field The rate of descent is gover- Rate of descent of curtain painting are specified nor-controlled. shall be governor-controlled. under other sections of specifications. Optional Automatic For additional information Bottom Bar acts as a and options,contact your weathetseal and stops or re- local Distributor of Itre verses the door direction "Overhead Door'".' when it touches an obstruc- tion.Electric and pneumatic automatic bottom bars at-,! 'L` availanit- f} tt. 4 FI� ?°i+f3di57'�'�it�a i'. f7• l hr t��i' yA CONSOLIDATED FIRE AND RESCUE • • Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Fire District • FIRE MARSHALS OFFICE • August 31, 1988 i Lee/Ruff/Waddle Partnership 5285 S.W. Meadows Rd. Lake Oswego, Oregon 97035 r RE: Plaza West Renovation 9600 S.W. Oak : Tigard, Oregon Gentlemen: A fire end life safety plan review was conducted on the above captioned project for compliance with the 1985 editions of: the Uniform building Code (CBC) , uniform Mechanical Code (UMC) , aad the Uniform Fire Code (CTFC) , as amended by Washington Countv Fire Uistri,_t No. l's Ordinance 86-1. Plans are approved conditional to the following items: The fire department would highly recommend that the structure be protected throughout with automatic fire sprinkler system. Configuration of tale central shaft and other shafts will allow a fire to :plead vertically through this structure if it: should break out of a compartmented office area. Also, in light of the First Tnter-State Bank Building file in Los Angeles, file can easily spread between outside building slain and floors. A review of our files indicates that Wilburn Dodge (previous Plans ExvniYrer) had considerable concern with this problem during initial design and constraction of this facility. Considering the cost of a -etrofit automatic sprinkler systcra (approximately $1..30 per square foot) versus the total potential. loss of the structure, ec.rrtents and income, autonwtic sprinkler protection iG :w inexpensive investment against a major loss. This Plans Examiner would recommend that fire resistive doors upeniug into 1 the central south facing shaft, he equipped with magnetic hold-opens that are z released upon detection of smoke. Also, it is understood that heating t equipment will. be taking coir from this shaft (as it has solar gain) and recirculating it into occupancy areas else where in the structure. This can cause the recirculation of smoke throughout the structure. Mechanical Code E � t i t. 4755 S.W.Griffith Drive • P.O. Box 4755 0 Beaverton,Oregon 97076 • (503)526-2469 .u.Kyp.: .,nK �M.. .i. .. ._ a >e_•.aw' ice,...=. _. _ .. .. - .... .. .� j1,.. .. �. fb':'k^.wNt�+,r. <',y !u. y.,•. ......... _ �. � 'd6lRID.l�llll�INM� w'vr"u�"""."_..... .1_. __.. ., vi:•..;:. +:1 4 VwW+u 717, Lee/Ruff/Waddle August 31. 198P Page 2 n, nits that handle 2,000 cfm or more, upon requires automatic shutdown of u detection of smoke. This department- would also recommend that manual control for fire department use oe installed on the heating equipment taking air rom this shaft area. These controls would be to over-ride the shutdown f4,, heating equipment to allow smoke to be exhausted directly to the outside from we the shaft if required by firefighting foi:ces. Along with this featuif'uol would also request that elevators be on a recall to the first floor, nt use to access the building with heavy already provided, for fire departmeA � 4 equipment needed for firefighting operations. 1 �5br-' 1 1. Fire Resistive Assembly for Shaft: Detail 20/0 does not relate 2- 0000 0 hour fire resistive assembly. This shaft shall be of not less than 9C(r-Gc?e 2-hour fire resistive assembly. UBC Tbl. 17 and Chapt. 43 2. Fire Resistive Co.nstructiou: our records indicate and the cover sheet of your plrns in tl►at this structure is a Type II fire resistive structure. All wood shown on these plans shall be fire retardant treated wood with the exception of triol or finish woods which may be installed in accordance 1ith5. 13UB14Se.14203UBCDetails noting wood in the assemblies are 9I 01 3, Fire Resistiveness of Doors in Shafts: Doors opening into shafts shall be of no, less than 1-112-hour fire resistive assemblies, either " Fuitomatic or self-closing. UBC Sec. 1706(b) f Note: Detail 19/AB called 1-hour fire dour. }r., 4. Fire Resistive Construction: Your plans and our rerindicate that this is to be of Type II fine resistive construction. Unprotected steel noted in details 1210, 14JA8, 16IA8, 9/AS and other areas shall be protected as specified by Table 17A and Chapter 43 of the Uniform Building Code. 5 , Gypsum Bcard Assemblies: Detail 18A&B/A9 provide decorative reliefs made of 16 gauge steel in gypsum board wall assemblies. This Plans Examiner would question that 2-hour fire resistive assemblies can utilize this type of application. Please either redesign or verify that utilizing the 16 gauge steel relief in the gypsum board will comply with 2-hour fire resistiveness, Tbl. 17A and Chapter 43 Mechanipal Plans Required: Plans referred to end examined by this ��ffice .:antrined no plans for heating or air conditioning systems. Unless electric baseboard heat is employed, complete mechanical system plans for the HVAC equipment and duct work must be submitted to and approved by this office prior to installatio,. (UMC Sec. 302) f i i 1- yt .»..:,,i..wwlwMar.,ndrdhtbe6Thz+Mi" Salt slr,YtSaenyirausa.>v<,...w.._„ • , V Nl p + kJ Ai, Lee/Ruff/Waddle � p R August 31, 1988 Page 3 ^x ry 7. Mechanical Equipment Approval: All heat producing and electrical equipment and appliances installed in conjunction with the � e construction or accupancy of this proj,2ct must be approved by Underwriters Laboratories, Inc. or other nationally recognized testing i agency and installed in accordance with the testing agency's specifications. (UMC Sec. 502) S. Approved. Pans on Join 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 ull phases of construction k{� and must be made available to building and fire inspectors for { reference during required constructiarn inspections. (UBC Sec, 303) a 9. Inspections Required: Inspection and approval of construction by a representative of this office is requiiec-l: (a) ptiot to the cover of }?, any new framing elements following the installation of all utility tuns which will be concealed within wall and partition cavities; kb) t1 ,' upon completion of construction and prier to accupan ?..1161 acy of the tenant space, (UBC Sec, 305) �Nl ( SPECIAL, NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COi'RSL. 01' CONSTRUCTION, E`:CLUSTVE OF THOSE NECESSARY TO y�^ V COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HERETN, ARE PROHIBITED x • WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OF1ICE. APPROVAL OF SUBMITTED PLANS IS NOT AN APPROVAL OF OMISSIONS OR s OVERSIGHTS BY THIS OFFICE OR OF NON-CnMPLIANCE WITi1 ANY APPLICABLE REGULATIONS OF LOCAL GOVERNMENT. i If I can be of an)- further assistance to you, please feel free to contact me at 526-2502, Sincerely, Gene Bi.rchill Deputy Fire *tarslct+l 'F GB:kw c c:: Tigard Building Department ✓ .c District. Inspector t It ' r t � � r CITYOF T11 AM •• August 30, 1988 • James H. Waddle Lee/Ruff/Waddle Partnership, Architects OREG7N ,,/ 5285 SW Meadcws Road, Suite 340 eA Lake Oswego, OR yiu'S Project: Plazit West Renovation w 9600 SW Oak Street, BP Dear Mr. Waddle: Plans for this project have been reviewed for conformity with applicable cedes and may be approved upon correction of the following items: 1. The stairv, and ramp at the garage exit do not comply with code requirements. See Oregon Structural Specialty Code Sections 3306(c) and 3307. i 2. Provide documentation that the aluminum framing for the fire door jamb, Detail 20-A8, will survive the required time period. O.S.S.C. Section 4306. 3. Provide documentation that the proposed skylight frames and glazing meet the requirements of O.S.S.C. Chapter 34. 4. Wall covering, in restrooms does not comply with O.S.S.C. Section 510(c). See material enclosed. s If you have any questions, or if we may be of assistance, contact us at any time. Sincerely, ` im Jaqua Plans Examiner ke/6759D Enclosures IC 1 i4 I 4r R i I 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — tE. b s , i i' • 9 �i L . / '-----��.i_..�'-�✓ ��i-�--�_%�- - - -\i �, _ 1.� --��_.��1 , `��,�yam.- -_. __� qw -o pl� 04 Cdto a4 i'rbl N Q (� 4-Jqq a F..� c ® x Ln o v .� C) to � o to 1 0ID 41 <� Vti) a aJ y o + I m b .0 ;D tj � ^ a i o �.' GU O V L' 5 w .n j r. - a Receipt# CITE' OF TIGARD MECHANICAL PERMIT Permit#�, , — y4. Description Fg Table 3A Mechanical Code OTY PrtICE -MT City of Tfgarc, 13125 SW Hall Blvd. 1) Permit Fee -0- -0- 10.00 P.O. Box 23397 Tigard, OR 97223 2) Supplemental Permit _ 3.00 639-4175 1) Furnace to 100,000 BTU incl.ducts 8 vents 6.00 Furnace 100,000 BTU + 7 `) Incl.ducts 8 vents { Name of Oevebpment ) Floor Furnace 8'6.00> 3 incl.veni .lob r, �� x_ 4) Suspended heater,wall heater 800 Address b'� .-I,' Q k, c or floor mounted heater a��� Tom rat Map No. 5) Vent not incl.in 3.00 appliance permit LotBlo(k SrehclFvlafon p Name(or name or busknss) 6) Repair of heating,refr Ig., 6.00 cooling,absorpti(,n unit �.2 7-va q Ma&V Address phone Boiler or comp to 3 HP 600 Owner abson unit to 100,000 BTU +f city/state nP 8) Boiler or comp to 3 HP-15 HP 11-00 - absorb.unit to 500,000 BTU �3•(� Nana 9 Boiler or comp 15-30 HP 15.00 a� �T� A �l ) absorp.unit 112-1 million ,Qv MailingiAddren Phone 1 U) Boiler or comp to 30.50 HP 22.50 �r _ absorp.unit 1-1.75 million Contractor (qty/State ZIP 11 Boiler or comp to 50 HP 31.50 absorp.unit 1,750,000 BTU Slate Reglsba9on No. City Bus.Tax No. 12 Air handling unit to 4.50 10,000 CFM I hereby aduhowbdga that I have road this eppicaton that the inforrnttbn given is 1 g) Air handling unit 750 coned that I am t»owner or suft zod agent ol the owner,that plena ahbhniited are In 10,000 CFM + compilance with State laws,that I an registered with to stab Builders'Bee td,that the 14 Non portable 4.50 — nufter g�b correct.(it temp from Stab reglahatah pleas*give reasah below). ) evaporate cooler /-x- Vent fan connected — 15) to a single duct :1 2 3'00 6.60 16) Ventilation system not 4.50 Included in appliance permit -- 17) Hood served by 4.50 mechanical exhaust slpnah"(owner or agent) - p-t ole 18) Domestic type 7.50 Desclibe work ❑ lidldilfron ❑ alteration repair ❑ Incinerator to be done resldentiai ❑ non-residential a' 19) Commercial or Industrial 90 .00 Existing rose of type incinerator _ building or property—_, — _ __ 20) Other I.e.,woodstove,water 4.50 Proposed use of heater,solar,clothes dryers,etc. building or property .— 21) Gas piping one to four outlets 2.00 � n Type of fuel- oil 0 natural gas Will- LPG D electric D - 2.2) More than 4-per outlet HII SUB-TOTAL I THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- — -- STRUCTIO14 AUTHORIZED IS NOT COMMENCED WITHIN 180 S&/O 4106 SURCHARGE — i DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL — f ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER - ---- i WORK IS COMMENCED. �^ TOT ,L Special Conditions­_­______ �/y/C4f�! / h i'c't+• � f7/N Dale issued by i VAMie ('` {�tn,',. ji ...:::,; ,. ;. ;r:�, ����►'q�„.u.e� ,e,.,... ,.w:v/r 'e..w...M., .... :,H ,''� a Cpl y r'vi, r ti 74�.'dl 4( A. a r 4 c Rim A ML f CITYOFTIFARD4\ PLAN CHECK APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT G". OFTIGARD PLAN CHECK !1 O '�� MOON PERMIT 13126 SW HMA Blvd. P.O.Elm 2aig7,nprd,O.ep.21l503l639417 I DATE ISSUED JOB ADDRESS: q&OC:) TAX MAP/LOT • SUB: LOT: LANA USE: t VALUATION: �4fDn,0 OWNER SPECIAL NOTES NAME: REISSUE ADDRESS: j�.� f� _ LASTREISSUE -� - 3t- c -)-UT- ��' FLOOD PLAIN/ SENSITIVE LAND: PHONE: ,AP'Pi�FtLS- REqVIRED CONTRACTOR /'-PtAgININ NAME: _ I .a ADDRESS: _ ).W hl^W. 6-14(a. FIRE DEPT_ P144i-AIIJ147 E x—q! OTHER: T PHONE: --71"7'7 ITEMS REQUIRED LIST/SUBCONTRACTORS: ARCH/ENGINEER BUS TAX: NAME: CALCULATIONS: ADDRESS: d- �� ' --l�a. TRUSS DETAILS: PARKING PLAN: _ LANDSCAPE PLAN: _ PHONE: OTHER: COMMENTS: PERMIT N ACCT N DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-•432 00 Building Permit Fees �'Z?, — 10-431 00 Plumbing Permit Fees - 10-431 01 Mechanical Permit Fees }� 10-230 01 State Building Tax (5X) • 90 f5o. Building Plumbing Mech 10-433 00 Plans Check Fee _ _ Building - I Plumbi,.,3 Mech _ 30-202 00 Sewer Connection - 30--444 00 Sewer Inspection __- 51-448 00 Street System Dev Charge (SOC) 52-•449 01 Parks I System Dev Charge (PDC) 52-449 02 Parks II System Dev Charge (PUC) 31--450 00 Storm Drainage Syst Dev Chrg (SEDC) 10--230 09 TRFD 10-230 06 Washington County Fire #1 10-220 00 Amart/Wedgewood TOTAL _ ; SO ; / REC N - APPL.T.CANT SIG AUR Received Ely: Date Received: ht/3587P/18P 1 w im: r ,^= r, .2 •; y iu Cyt! G '�'. i t r i i t • t F r A + � _:. ( tlr F t aF+�:�c+ p � ,� �l,1 by i yi a 4 +Iri, S) t+ r, t i q a �qik�1 "�''E11i i d i �.r•, - i F�+ i h 1 I•.t. -' Permit No. ;zg_66-87 • CITY OF 1IGARD SIGN PERMIT APPLICATION i 'The applicant hereby applies for a permit fur the work indicated or as shown in the accompanyirl�, plans and specifications. i SIGN LOCATION ADDRESS: 9600 SW Oak St ZONING: CP NAME OF COMPANY: Burrou ha / UNISYS APPLICANVAGENT: Don Brenneman Blaze Signs 639---.262 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 a PROPOSED SIGN: PERMANENT (xx) FREESTANDING ( ) TEMPORARY ( ) WALL (Xx) BILLBOARD ( ) SIGN DIMENSIONS: 4' TOTAL SIGN AREA (Sq. ft. ) : 84 sq. t. _ WALL AREA (Sq. ft. ): 5_538 _ HEIGHT (ft): 59' PROJECTION-. i-0" ILLUMINATION: YES (xx) NO ( ) COPY: Individual. letters reading "UNISYS" — MATERIALS: ^ _ Plex, Aluminium, Neon tuning EXISTING SIGNS: TO BE REMOVED "Burro.V-grL6" i OTHER PERMITS REQUIRED: YES ( ) NO (xx) — COMMENTS: _ dame change existing g,an _, — PLANNING DEPARTMENT All sign permits must be accompanied by a Permit Fee: ,.QQscale drawing and plot plan. If work Receipt No. : .� 269f35 authorized under a sign permit ha3 not been Aroved By: KL _ completed within ninety days after the _PP - Oeste: 11/30/$7 issuance of the permit, the permit shall � ber_oine null and joid. I CERTIFY THAT I AM THE RECORUED OWNER OF THE j PRQ ER1Y OP AN AGENT AUTHORIZED BY THE OWNER. Applicant' s Signature Address -_— �—_ Telephone DAS:bs62 k' u a ✓k Permit No. 11"1" 7 • i111Y OF t HOARD SIGN PERMIT' APPLICATION ;r for a permit for, the work indicated or as shovirt The applicant hereby applies in the Rcrompanying plans and specifications, ZONING:C_� SIGN t.00ATiON ADDRESS: — q ,a 0 NAME OF COMPANY: I`�.� 't OcAk — APPLICANT/AGENT. The City of Tigard imposes an annual Business Tax which must he kept current: on all persons doing business in the City. Do you presently h,ve a current Business Tax? PROPOSED SIGN: PERMP.NENT ( FRE_F-STANDING ( ) TEMPORARY ( ) WALL r, r BILLBOARD ( ) SIGN DIMENSIONS: 1 .t — TOTAL SIGN AREA (Sq. ft.) : WALT. AREA (Sq. ft.): , •Y __---— HEIGHT (ft) : -- PROJECIION: n ILLUMINATION: YES NO (— ) r COPY: �/_� a"ltTt�� MATERIALS: _JLL, ,��LL��MrN,L.nr -1� fLr7�i�/�Gi �r M EXISTING SIGNS: h:E,•••c�L > 15t t'e f -- OTHER PERMLTS REQUIRED: YES ( ) NO — —_ ..........-_ COMMENI S: PLANNING UEPART-MENT All sign permits� must be accompanied by a Permit Fee: t;caIe drawing and plot plan. If work authorizcd under a sign permit: has not been Approved 81: _ complete ', within ninety days after the __ issuance �F the permit, the permit shall Date: become null and void. I I CERTIFY THAI I AM THE HE.CORDEO OWNER OF 114E PROPERTY UR AN AGENT AUTHORI./.FD BY THF OWNER. 1 LL `(5(tL'c Ad-A r �py,.kicant's s'>t�tS ture Address �� � Phone DAS:bs62 ' av„irariMS�iL '�Ax+� .N;_µ�u ?.',,;•�•e?„tr'm "1; > M1.Rtik�iMR.;irAs4stAEltli(��� '�a �...� ... • • �. _,..m .-,..,..,,,.e., x.,.w,....•,-,..,.,,ra,ms.�,y�rt.a.Na�rssana.., BUII.r)ING PERMIT APPLICATION DATE------- -------,is----- '. Sk • HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONETHE UNDERSIGNEDtt OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AIJD SPECIFICATIONS. OWNER PHONE OWNER Un7 sys JOB,ADDRESS i —_ --------- -- ------- — — - -- _ARCHITECT ENGINEER DESIGNER BUILDER te) b U'!!' ADDRESS —_...------- -- - --- --- STRUC'iURE _ ❑ NEW ['REMODEL F] ADDITION _Ll REPAIR ❑ RENEWAL _ h_] FIRE DAMAGE ❑ DEMOLITION i MESIDENCE ® COMM [I EDUCATIONAL ❑ GOV'T i-, RELIGIOUS ED PATIO Cl CARPORT ❑ GARAGE D STORAGE El SLAB❑ FENCE -- _-- - —..----- — — -- - t I OCCUPANCY _ LAND USE ZONE .�-BLDG.TYPE � FIRE ZONE PLAN CHECK BY_ HEAT_ __ i _ Tanant modification_all per approved plans. 't.tb-icet tri fire cicrnt. Ott-r.roval • __ Tenant a Unisys(cf.f ice 6 sberage. SEWER PERMIT M OCC.LOAD' FLOOR LOAD HEIGHT NO.STORIES AREA .35 P) NO.BEDROOMS VALUE 40,000 BIJILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE __ Permit -T265.00 _ THIS PERMIT IS ISSUED SUBJECT TO THE REG"'_ATIOVS CONTAINER 'N THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES. ANU i. IS HER:�Y AGREED THAT THE Plan Check 172.25 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE Iv(: WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 106.00 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS k'EOUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 13.25 SDC-• 1 , Total 556.50 � - PDCq AP'LlANT OR AGENT By 264 .08 p(?. ..,-"• , '.,.,ter 292.Q2 di Receipt No. PHONE( Approved ADDRESS r ' { I t. X41. I 1 Y Jr - I i1 m k � � r' � I n r „ l 5 PLUMBING DATE REM4RKS DATE INSP. 'Y TE INSPECTION -- _.-__ - --- Contractor �_- " 0 ------c- --- ----- --- _ - ----- Permit No. oug Fixture K1. , r -- - --- - Final .- ,-- --- HEATING -- Contractor " �G••� Permit No. --- - ��� Gas or 0!1 - - - - - - - - -- Rougn-in Fc,at _- - SEWER- - _ Final - -- DRIVEWAY Final - - -- -_- --- Storm Drainage ----_ 11 - ---- ___. -- (Rain Drain)Final - -` Sidewalk -` - Curb&Street Final Approach DG. DEPT.FINAL — TEMPORARY CERTIFICATE OCCUPANCY Final �__-.- ------ CERTIFICATE OCCUPANCY -- Landscaping -+� Zoning Final sat.r � � i• I ) i I. � r I sae �r3 +{, 4 a r•.4'!-- ,rtl', t 1wAa/heti Ote OOLMY 1 PUAWM WLPARTMD(T-KXDM DIVNION ii rro ❑IM, "M NOWSTRUCTURAL ,'f^"+'1� "9 � u x.11. []Cr1/ilQ �, . PLAN! CHECK, BUILDING WEIGEL BUILUiNG ADDRESS . 70tr— OWNER Frank Mei eI �' AOOSTt1S �PorTancT�F' _ PN.fiO, 2441004 ARCHITECT/ENGINEER Erickson Design annRESS pH ND, 224 8706 , __ rIi[T 0 4E 4o"LAN CHECK I 5754 OCCUp, 9-2 II-FR Mash. Ct CONST. DIST. y• 0. LOCATOR ON PROPERTY: North South East Hest STREETS: Nor th—�outh��`East st` «• i IIAQYIRED FIRE. RESISTIVE RATINGS: Exterior Mel is See Shell Permit 052577 1 mums: (YeaEnan e � f S>�ctx�eel l4rsibers _„_ Root Exterior Malls Covei_ Intc� or� s l Dors - — --�_ IIKIr NRxItRMI AREA NUieke —RM fwc. No. Stories 5 i�t.Incrwse or a s __ Sprinklers — TOTAL ALLOWABLE _ BUILOTNG USE: Adding to Chrysler Credit Tenant OCCUPANT LAND 27 OUILOIIf>r AREA: W (Existing 2.200) (2,700+ Total) Mewrt 1st Floor 2nd Floor 522 3rd Floor ANSA SEPARATM HR RATINGS � — OPENINGS HR RATINGS OOCII.SEPARATIOII HR RATINGS `--OPENINGS_ _tR RATINGS CORRIDOR CM.T. .--ATTIC DRAFT STOPS FL00R CE1 STAIRS---—WIDTH— —r— LiN6 URAfT STOPSENCLOSED OTHER VERTICAL SWIFTS �ENCLOSEO — ^� EXITS WIDTH F EXiTS PROVIDED: ho. 'WIDTH—"— — EXIT,iLLUMINATION REQUIRED SEPARATE C!-CULTS -- EXIT SiGN REQ. iLLUM. SEPARATE CIRCUITS TWO P w, OWER SUPPLY -- 'Fr HAib[CAPPEO ACCESS REQ.__ ELEVA70R _RAlPS HEATIM FUEL COOLNVC SYSTEM �. • The Plans for this project were received by thispoffice on 11/4/85 and examined for the non-structural, fire and life safety portion of the plans rev ew o11 12 12 85 Listed on the back of this sheet are the items we find to be in violation of, or or w C we fin,i m provisions for the requirements of the 1982 Edition of the State Uniform Building Code. fil : 9/83 Approved as shown on Dlans,only removing three walls. Note: 3,000 square feet will require a second exit. Ray Wold, Plana Lxaminer 1. ._ .. e .. wwasroM oour+n► o r.►. o..o.. PLAWSO OHrwrnADn-NUL"DWV o p 0.1. P:,r u NON—STRUCTUPAL own. PLAN CHECK BUILDING WEIGEL OFF-.CE BUILDING - Tenant Office Rental Space w ADDRESS_ L i ik Strtiat. Po OWNER Weigel Devt1oppent t. ADD W--M"3"'Q'a ARCHI=/I81611NEER j ADORES: i? J_" CNEX / S756 OCCUP. B-2 LOIIST. II-FR DIST. 00 PMERTr: Nor thSouth East Hest , s North � IISMW FIRE RESIST14 Id4TIIM: Exterior Walls 5ep She,, permit #52517 W1e1 Me. rs Roof 1rr We 11 s Covtr Interior s 11erw_ _� Floors "".►"""'."...' C t�[INIINi AREA: Max. No. Stories e•1t-�� Sprinklers Jill TOTAL ALLOWABLE ILSE:_ Office Sect Rental. OCCUPART LOAD 26 AREA: t th 1st F'ioor 2nd Floor INIXFloor 2.625 I liMATTON MR RATINGS _OPENINGS HR RATINGS :SB1rAlU1TIO/i� NR RATINGS OPENINGS HR RATINGS__ rC11NST. xi tiny —ATTIC DRAFT STOPS FLOOR CEILING DRAFT STOPS --WIOTH ENCLOSED -- VEMCAL SHAFTS_ ENCLOSED_ OF11RWiRM: No. I WIDTH 3 feet 0 inches PNO111DE'D: NO. I_ WIDTH _3 fee-t-Tinches 6tT ILI.UNINAi'ION REQUIRED Yes SEPARATE CIRCU?TS , XIT SIW1 REQ. ILLUN. _SEPARATE CIRCUITS 'WO POWER SUPPLY 40'IGpPED ACCESS REQ.,---ELEVATOR--- RAMPS HEATING Existing FUEL ^-— COOLING SYS-EM _ « The plans for this project were receivea by this office on 12/4!05 and examined for the non-Structural, fire and life :;afety portion of the plans review on 12/1; ';5 . L'sted on the beck of this sheet are the iteirs we find to be in �'iciatior rf, or for wrich we find no Provisions for the requiremerts of the 1982 Edition of the State Uniform su"inq_ Code. 9/83 COVER PLEtS. t- r I r Plan Check 37% Page 2 1) Doors must be fitted with a type of .locking or latch.ng device which will parmit the opening of the door from the inside without the we of a key, special knowledge or effort, except thst exterior exit doors Kray be t fitted with a keyed locking device which is readily distinpuisheble as locked and there is a readiEy visible, durable slpn an * and the door at '+ng this door to remain k locked during busies hours. 2) Glass used in doo-s or in glaring located within 12 inch ;1f the rw*rest vertical edge of a door or in areas tubyaot to hwMaN► hogoo shall tie tempered or of an approved safety glazing mtartsl. Section Um, $.D.C. 3) AMM:�In qW In���p,,yyor �14vu,rt?jz*- asSsti.�r1A1�t�_ lr.��r.��` r ' IM ,� � I^ I i.h thick Bred gloss l W 4 fI� Mod sit ' +' f"". R4frtrr. Section !�, S.B.C. x` 4) PUM fW tht InOtallation or al ration of the auttMtio suX •YCM et he orovi.ded to and aOfovad by Ne t ngton Moray Ptq, DiatrI t 11 ATiar tc such installation or alteration. Wectto the 90" listed itealans for this r ttie pM'r.pn�iTA'jftt �• "ROW fW raametructian, insofar as the lend Dw"lopO t t tk i Y, Dlvi#lan ro"Ve"Inta ImlY,� Od n fity:. �II ^*dx+rmnwwy' I 1 WASHINGTON COUNTY o �-- ADMINISTRATION BUILDING- 150 N. FUST AVENUE 1 HILLSBORO, OREGON 97124 �(or'U .Skeo k I WARD OF COI AMISSIONERS OEM OF LANO USE AMD 1n JOIC11ralah PIES MVLLaMaeCK,Cho~ Low O00 N I Swv1A1 OMIMD ' BONNIE L.MAYS.VM Cbvm.n Zed pfew eVA M.KILLPACK (M)04 41181 `'•' JOHN E.Nook LUCILLE WAMI N , January 18.1985 Nr. Dale Holm Nei 1 Developsent Corporation I $ Y Oak Street ` Portland. OR 97223 RE: PLAN CHECK #4630 - C.A.I. Tenant Space F (3rd Floor Plaza hest Building) ' r The plans submitted for the above referenced tenant space are approved fbr construction insofar as the requirements of the Land Development j Services Division apply subject to the following listed items. a 1) The tenant space must be separated from the public corridor by construction having not less than a one-hour fire-resistive , r.' rating. Door openings into the corridor must be protected by slake and draft control assemblies having not less than a 20 minute fire-resisitive rating. the door must be gasketed along both sides and across the top. The relight in the wall separating the tenant space from the corridor Imist be an assembly of 1/4 inch thick wired glass installed in a fixed steel frame. Reference Section 3305. S.B.c. 2) Other glass used in doors or in glazing located within 12 inches of the nearest vertical edge of a door or in areas subject to human impact, shall De tempered or of an approved safety glazing material. Reference Section 5406. S.B.C. an equal opporrunirr emplurer i c; ;„ 1 Plan Check 4630 Fa ' Papa 2 • k�'«I�''•d,� III w► �) Doors must be fitt*d with a tYPO of lock/ap or la t which w111 perwlt the polatch the use of a key. special or effrrt.m the i i flows Exafs"Pr ' Awf }j rF 1. e: W 1 Dodpa. Fire District fl District Inspector File • p 'JI A. .1. t Ili P y r�er M' 1, lr:, "i • .J t f. 1' N �5 Y � 1 rTv- - •`��"wa*y'1N.Y17RrM1 1/.x/!.4♦SIIRYitr' y14..;�.__ - 1 1 I� i I I i vraera OTOM oourrtv O Imp. O"CH. PILAP0 0 oeeM,WT-eueele MOM O 0.x NON-STRUCTURAL O Com. `'"� mg PLAN CHECK an BUILDING PLAZA WEST ADDRESS 9600 50Oak _ • OWNER Weigel ,)evelopment PH.NO. 244 IMI ADDRESS 9R SW-'lNi, ort a ARCHITECT/ENGINEER Dennis McClure ., Z24 1 ADDRESS 3915 SW Kely ree o a , "—'"'"""*"' • PERMIT N PLAN CHECK f 4535 OCCUp. 8-2 cam. 2-FR KIST. Wash. CU-01 LOCATION ON PROPERTY: North_ South East West i STREETS: North --�5outh—` st'—est REgUIRED FIRE RESISTIVE RATINGS: Exterior Wells No Change AM MATERIALS- r Structural Members No Change Roof s Exterior Walls CovK Inter ors rarer G1lirys Existiny�us ous ca _ loom, nCre BASK MAXIMUM AREA: 'Ire - — Mex. Height Max. No. Stories Max.Increase 7or Ya is Sprinklers_ _ so TOTAL ALLOWABLE No Change I. BUILDING USE: Tenant alteration (Skies Wes: Publishing Co.) i' BUiLDIhu AREA: Yasearent 1st Floor , 2nd Floor 3rd Floor 3.750 sq.ft. AREA SEPARATION _NO RATINGS _ OPER M _HR RATINGS_ , OCLUP.SEPARATiv^17 Yet ('r) HR RATINGS 1-HR OPENINGS_ i HR RATINGS 1-HR CORRiDUR CONST. Non-Rated ATTIC DRAFT STMS FLOOR CEiI.ING DRAFT STOPS STAIRS Existing WIDTH ENCLOSED Yes OWN VERTICAL SWIFTS Existing ENCLOSED Yes i -- EXITS REQUIRED: No. 2 WiDTH 6 feet 0 inches EXITS PROVIDED: No.�-- --WIDTH-- e� nc e- �� EXIT ILLUMINATION REQUIRED Yes vSEPARATE CIRCUITS No EXIT SIGN REQ. No IILU1. _ SEPARATE CIRCUITS TWO POWER SUPPLY_ HANDICAPPED A,CESS REQ, Yes ELEVATOR Existing RAMPS HEATING Existing Roof Gas Pack. FUEL COOLING SYSTEM • The plans for this project were received f•.( this office on 11/19/84 and examined /or the non-structural, fire and life safety portion of the plans rev el w en 12/5/84 Listed on the back of this sheet are the items we find to he in violation of, orwe find no provisions for the requirements of the 1982 Edition of the State Uniform nuild+nq Code. 9/83 (OV FP r, MA I) !�4 r� 1. . 1 , Plan Check 04535 Page 2 1. Door openings into the main corridor system oust be protected by rated and labeled assemblies having not less than a 20 minute fire-resistive ratirg. The dc:rs mast be gaskated along both sides and across the top to provide a seal vhere the door meets the i stop. Reference Section 3305, S.B.C. r 2. Doors must be fitted with a type of locking or latching device which will permit the opening of the door from the inside without the use of a coy. special knowledge or effort. Reference Section 3304, S.B.C. 3. Class used 1P doors or i.! glazing located within 12 inches of the nearest vertical edge of a door or in areas subject to human impart. shat be tampered or of an approved safety glazing �•• miaterial. RKerenco Section 5406, S.B.C. 4. Glass used in opening of 1-hour fire-resistive Ovalis of corridors shell be approved by 1/4 inch thick wiredglass installed in fixed' t steel fraena. Reference Section 9305, S.B.C. S. Approval from the Unified Sewerage Agency is required prior to the issuance of the building permit. d. A PIUMM ng Permit will be required prior to the installation or any alteration of the sanitation or potable rater systems. Plumbing permits are now available at the. Buileing Divisier counter. 1'(•� The one-h wr occgwncy separati(m wall noted on the project descriptio+ separates the secretarial, sales rooms from the lunch MW dnslgn portion of the tenant space. This wall is not an actual occupancy separation, but was accepted as an alternate to providing a corridor required to be of one-hour fire-resistive construction in the to*ent space. Duct penetrations through this wail must be protected by fire desprs approved for the installation. It. Subject to the alcove listed itemas the plans for this project are approved for construction, insofar as the Land Development Services Divislon requirements apply. Jim Schtoo r, Plans Exameiner s ~ ` 4y F i r I 1 I WASNNOTON COLMRY Cl am �. • ►tMNM"D DEPM?woff-eua.D"DNMION NON-STRUCTURAL o cn. PLAN CHECK a"001"0 ' °41-� BUI1 DING PLATA WEST r�. ADDRELS_ Mw SSW Oak rortland, OR OWNER Frank Weigel pN.NO. 244.x..�pO.4... �, • f' ADDRES -- Q 5_NDi c. or an , OR 1 ARCHITEC",'ENGINEER Owner ADDRESS PERMIT 156161 PLAN CHECK # 3652 OCCUP. B-2 CONST. 2-FR DIST. Mesh.Ct�r./�1 a t — ._...._....._ 1 LOCATION ON PROPERTY: North South East West }" I + STREETS: North-South _ East best— MMUIM FIRE RESISTIVE RATINGS: Exterior Walls No Change il�4TERIAIS• � � Structural Mv*ers Existing Roof Existing ,,,tia, Exterior Palls Cover s£in Interior Wa s UypsummaPff Cli l i ngs 5Wspee4ed Acousticki rile —floors --Listing SASIC MAXIMUM AREA: Mix. Height Max. No. Stories Max.Increase for FaWds --- — Sprinklers No TOTAL ALLOWABLE_ No Change , WILDING USE: Offire Lease Space (Burroughs Corporation) " WILDING AREA: hsewent —,_ Ist Floor 2nd Floor 3rd Floor 4th Floor 16,000 AKA SEPARATION _WrMiHR RATINGS , OPENINGS__ _HR RATINGS GCCUP.SEPARATION`None HR RATINGS _ OPENINLS _ HR RATINGS CWIDOR CONST._ 1-HP ATTIC DRAFT STOPS_ —FLOOR CEILING DRAFT STOPS ~ _ STAIRS_ 3 Existing —_WIDTH _ENCLOSED Yes - Two OTHER VERTICAL SHAFTS 9 - Exisr.ing ENCLOSED_ Yes EXITS REQUIRED: No. 2 __WIDTH t feet 0 inches EMITS PROVIDED: No. 2 —WIDTH---C feet 0 inches EXIT ILLUM!NATION REQUIRED­ Yes SEPKATE CIRCUITS Yes _ EXIT SIGN REQ.—YRs ILLUM. Yes SEPARATE CIRCUITS Yes TWO pOWFR SUPPLY_ a _ HANDICAPPED ACCESS REQ. Yes ELEVATOR Provided __RAMPS__ HEATTNG Roof Mounted Forced Air FUEL GasCOOLING SYSTEM integral • The plans for this project were received by th,'s office on 1/?O/B4 and examined for the non-str,,r`ural, Pira and life safety portion of the plans review on--2/9/84 . Listed on the b- �;k of this sheet are the items we find to be in viol atron of, o--r'Tor w-iTch we find no provisions for the requirements of the 1982 Edition of the State Jnifor" Buildinq rude. 9/83 (Cver Plcd;l:) I , 1 r i f 1 . I ,Y v e>• 1) The east one.-half of the tenant space must be provided with an automatic smoke detection and alarm system. The sank± detectors are to be locate/ in each enclosed room or space and located in the open portioi,s of the tenant area as required to provide adequate detection of smoke in any arm of the protected tenant space, alarm bells must be located so be readily audible throughout the area. Manual pull stations mast be pr ov at axil doors No. 33 and 46. The system must be intertied to an approved a station such as Washington Count�v Fire District 'a Corridor A. 1-bby 1 and reception room 2 must be separated friars Of tenant SP1CO by walls of not less than 1-hour fire-raesistive c and extend from the floor to the structural slab above, %W « � the fire resistive corridor system must be protected by self C t �'i 010latching smoke and draft control assemblies having not less FIs r fire-resistive rating. Doors must be gasketed alwq both 046-W* the bop to Provide a seal whare the door meets the Step.rs&at$ IOU two corridors tem must M 1 system protected fire typr► installation, Reference Section 3305, SBC, _) Uwe head openings between demo. room A and reception room lb 2 iN Inch thick virad plass installea in fixed steel from and slM1 dot Of the erre of the wall separating the room frnrm the conifer •" ►+ IlRfure" Section 3305, SBC. x` d� &Ors "St he Pro' .led with a type latching or locking device which hill US opeminp of the door from the icslde without the use of a key, spmciVl 6rwvvled9a or effort. %eferrence Section 3304, SBC. S� In lieu of suberitting an en;iineers design. suspended ceilings and fixtures p new" be suurted as specified in U.B.C. Standard 41-1t3 and shall be s 1a�terally braced as shown oe the attached cross se�:tion. Additional Information of standard requirements is available it needed up:m receipt. ,r L' . *, Y L w WASHNOTC"C+OWry ❑ I�S�. ❑ " nA�a+lno MART~- R&DWO D'V*'M 0 r,ll. 0 cn rut NON—STRUCTURAL a com'. PLAN CHECK ~T`WI"o_ BUILDING PLAZA WEST WEiGEL BUILDING ^ ADDRESS , — OWNER Frank Weigel PIi.NO. 29Z 9151 AUDRESk 6224 S W Canvun Court. Part.and. OR ARCHITECT/ENGINEER Mr. Erickson PH.NO. ADDRESS PERMIT / ___PLAN CHECK N 3508 OCCUP. B-2 CONST. FR DIST. Wash.Cty./1 LOCATION ON PROPERTY: North South East West STREETS: North West th---�a s t--lies t R a"NED FIRE RESISTIVE RATINGS: Exterior Walls See Shell Permit 052577 �F{. I ULMALS: Strvtteral Members Roor Exterior Wails Cow Inter oTr—G-Ta Ts� CeiltAp r Floors NAXDW AREA: Mex. No. Stories Nlx.lntrtase or ar s_ Sprinklers TOTAL ALLOWABLE WRLDINS USE: WEIuEL CONSTRUCTION OFFICE (TENANT) OU11ANG AREA: 1,580 54"Nent Ist Floor 2nd Floor _ _ 3rd Floor Mfg SEPARATION HR RATINGS _OPENINGS _T HR RATINGS KM.SEPARATION HR RATINGS _OPENINGS HR RATINGS 010118pR (ORST. Existing ATTIC DRAFT STOPS___ FLOOR CEILING DRAFT STOPS STAIRS _T Exj5tino WID714 `ENCLOSED _ MINER VERTICAL SHAFTS -----ENCLOSED !_ EXITS REQUIRED: No. One __ _ WIDTH Three Feet U Inches EXITS PNOVIDED: No. One-One _ WIDTH —Three eet 0 nches EXIT ILLUIINATION REQUIRED Yes _ _SEPARATE CIRCUITS_ EXIT SIGN REQ. ILLUM. SEPARATE CIRCUITS_ TWO POWER SUPPLY NOMICAPPED ACCESS REQ. Yes ELEVATORYes -RAMPS------- MATING AMPS______ --_— NATING Existing !FUEL `--COOLING SYSTEM—_ 0 The plans for this proiect were received by this o' "ce on 11/14/11 and examined for the j ran structural, fire and life safety portion of the Mans rev{ea nn X11 83 listed on the back of this sheet are the items we find to be in violation of, or,Tor which we find no provisions for the requirements of the 1182 Ed • icn of the State Uniform Building Code. 9/6j PLANS APPROVFD AS SHOWN Ray Wold, Plans Examinef 1.. 4 K w pia. ©�" WASHROT N COUWT p r,M. [7 pr nu PLAN CHECK BUILDINGADDRESS ni.No. ton e AWITE'MENGINEER As PN.00. NNNESS t.Ltx �a10� ... .•OWT /,_PLAN CHECK 0-31 -OCCUP. _ COi+ST. DIST. 14WI0N Om PWERTY: North__ Sout.) East West TS: North —South r —� 1 0 FIRE RESISTIVE RATINGS: Exterior Walls f— *MIALS: Roof Svwctwal Mm*ers EKtarior Walls Cover Inter or a .s____ C,+ti l i rqs W MC MAX IMUN AREA: _ am. Ntight ^� Max. No. Stories_ Ilta.increasa or ar s_ Sprinklers _— TOTAL ALLOWABLE WILDING USE:-ip0 � Lt1 -4� s$_ NA- rn .�-hi s Av w rr y WILDING AREA: ysawent Ist Floor ` 2nd Floor 1 DD_ _. 3rd Floor___ _ AREA SEPARATION — HR RATINGS -----OPENINGS--- HR RATINGS OCCUP.SEPARATION_ _ HR RATINGS __--_OPENINGS_ MR RATINGS__ CMIDOR CONST.j,,4,aA1?_ ATTIC DRAFT STOPS_ ,. FLOOR CEILING DRAFT STOPS STAIRS W1DTH —___ENCLOSED—_ OTHER VERTICAL SHAFTS-,--..---- ENCLOSED _ LAITS REQUIRED: No. _____WIDTH _— 3_d -_ EXITS PROVIDED: No._� / WIDTH+ 3- O __ EXIT ILLUMINATION REQUIRED X --,------SEPARATE (IRCUITS FXIT SIGN RFQ._­—__ILLUM __,SEPARATE CIRCUITS_________TWO POWER SUPPLY--- HANDICAPPED ACCESS REQ. HFATING ��Ls ' '_ _ FUEL _�•____COOLING SYSTM 0 The plans for this project were received by this office onL -and examined for the non-structural, Fire and life safety portion of the plans re ipw on ,L 1�> 3 Listed on the back of this sheet are the items we find to be in violation of, or "nr Bch we find ro provisions for the requirements of the 1982 Edition of the State Uniform 9 "Idinq Code. 9/83 --- -- - _ ,x <V✓ C7 P n r• 4 WAaHNOTON COUNrr ❑INV. ❑AGM. PAP&MIli1 DEPARTMENT-10 M MO DIVOON ❑r M �CTr Zit[ NON—STRUCTURAL o cola PLAN CHECK [An FAI"' BUILDING PLAZA WEST BUILDING ADDRESS 9600 S W Oak OWNER Frank Weigel _ —_ PHONE 292 9151 ADDRESS 6229 SW Car on Court. Portland._UR `qa. ARCHITECT/ENGINEER Erickson Design, Associates PHONE 224 AM ADDRESS P.O. BOX 19026, Portland, OR 11 11.mi PENKITii,�,5� PLAN CHECK / 3388 _ OCCUP. B-2 CONST, 2-FR FIRE DIST. LOCATION % PROPERTY: BUILDING FACES STREET ON: North, South�.East Nest North South _East Myst REQUIRED FIRE RESISTIVE WALLS: Exterior Walls See Shell Permit M577 INTERIALS: BASIC MAXIMUM AREA Structural limbers Moxim m Height .. .. .. Exterior Walls Cover Max. Increase for Yards � r Ceilings........... _ Max, No. Stories ..... !;} IM�af ,,, Sprinklers . Interior Walls .... ! Stuff 8 518J&11bd. Max. Incr. for Sprinklers Floors,,,,,,,,,,,,, TOTAL ALLOWABLE ...... WILDING USE TENANT- SST TRAVEL SCHOOL WIIAIN1e AREA: 1,000 80900"t 1st floor 2nd floor 3rd floo- 4th floor_ a AM SEPP*ATION .. ..... _ HR RATINGS � N6S NR RATINGS W;WAKY SEPARATION ... HR RATINGS 81IIINGS ............ . I HR RATINr,S —_ • QWNIDDR CONSTRUCT 1011 .. 1-HR _ ATTIC JII.M CE-ILI46 DRAFT STOPS— DRAFT STOPS w STAIRS ........ ...... . WIDTH. .. . . ` — IMRL06WD .............. ------ • MW YIERTICAL SHAFTS .. ENCLOSED. . ._ w Ew'S PROVIDED ......... . _1 WIDTH . ... . Three Feet 0 Inches _ w EMIT SIGN REQUIRED . ... . _--- �_ ILLUM:IIATEO YID=_ _ __--Y— SEIWWE CIRCUITS ..... 2 POWER SUPPLY 6 +NWSCAPPED ACCESS REQUIRED— — ELEV ATOP i NERII1D44onn FUEL COOLING SYSTEM ►YU plans for this project were received by this office on 9/21/83 and examined for the [Ian-structural, Fire and Life Safety portion of the plans revue on 9/30/83. LlsUd on rAe back of this sheet are the items we find to be in violation ,, of for NhiSh WIe find no provisions for the requirements of the 1982 Edition of the State Uniform Building Code. (ovt R) o.nn.o� 1 1 A Exit door to corridor to be 20 minute assembly. self closing with Swaim p~. r Plans show one r,ass room, one office, and coffee break row next to %uj". Ray Mold nv' Plans Examiner {• ,1�, 1 I r{ pp tt y{ i r + M;1141� 1 .,f.r ... .+..... _...... R•-Mlr1M11JeM�.w. -w.w.-,w... ,.. .. �y. .1 S 4. 1 i' WASHINGTON COUNT`! BUILDING OE?AAT4e71T ~� NON S'RUCTUAAI. PLAN CNECX CON•rr— ARCH. cTY CUILDING PLAZA ;BEST OATS rA1t.�"�, ; 1 ID AQORL,=59600 SW Oak OWNVt _Fr•anl. Weigel Tsr.:.ePMONE NO, jpg 1 AOORESS 5229 ,W Canyon Court, Portland, OR 9;221 _ r' ARCHIT#C7/ GiNEE$ T.J. Dkanter TELF.PNON9 NO. 639 252 AOORESS 720 NE. 34th Plare, Canby,OR 97013 PStR'tt7,? PL,St1 Utt:tX #_U75_ OCCiiP.__a_ _CONST. 2 FgftAQ OISTd1Cf 11Psh LOCATION ON PROPEZTY: Ncrt!i 5out11 �! tact Vpt REQU.IR`D Fliv RIE31STI'VE RATING: Exterior 'lolls No Change MATM IALS: Structurctural Necibors Existing RGo>• Existing i Exter'or ►cella cover max_ ;n❑ Interior Walls Gypsuebna^d l ra �iiln9?,�_�usDended ACOCnticd� Ti a Fieors__ Existing ti IIAS I C MAX MUM AREA:__ Max. Height Max. No. Stories Max. Ineretaso or Yar,:s Sprinklers No TOTAL ALLCWAaLE No Change tUIU ING USE: TENANT SPACE - C.N.A. INSURANCE tU1LD1NG ARSA: Aasaree�t —lit Ficor Ind Flcor 9,200 • _� _ 3rd Flcar AIL4.4 '<E MATICN None NR RATINGS. 0Pr711NCS HR RATINGS OCCUPANCY SEPARATtCt15 None NR RATINGS_ aFEill1103 NR ,L1T!VGS CORRIDOR CONST. 1-HR ATTIC ORA1F7 STOPS iron,` FLCOI C-EILING JP.:r", STCPS_J�gP to-At." 2-Existing VIOTr. __NCLOSEO Yes OTHR VEiTiCAL SHAFT.-, Fxisting ---4CLCSE3 Yes EXITS ASQUtRE: Num--er 2 11d-h 6 Feet 0 Inches EXITS P40`/ICE]• : Nt:.=er 3 `.idtn g Feet 0 Inches EXt'T tLLLIMMA7F3N Yes Sc°4RaT-ct�C:,t'S C Ye S v f-f SIGN P.E4ulRn Yes tLL!M. SE?ARAiE C!RCU17S Yes TWO POWER SUP'LY "ANDICAPPE.) .:CCE-SZ Yes EL!:VA 70R t,.istull _n1 PS HEATING For cc Air Nd_r'J E'- COOLING SYST--`t 17:e plans I.cr this .__: were receive_ by :his c"ice on RS the non-stuuc:-ra' - / 3 anc ecanineC and Li`.. Sare^.v ;or:ic.n C^ the plans rcv e. cn Jai;.';I3 Listed telc, are _-e -nTs ae ^d to be in vei Wase ^ or .:r wnicn �a ,y yisiCns °Cr . e re_p;rCrrnts or :h rc - i v _ e I �. -- :ic.- ,. :he1_:a:e.Unifcr 3ui :Ir . 4i 1 ry. I I• Ji.. i , , d +Usk t �1:r Fire Mtstivo corridor walls oust extend frow the floor bo Ot obw i &Ub above or a cmi1ing system of an approvrd set-AV* M� W ratiwQ nuct be provided. Ducts which penotRM iMl! W gAli amt having openings into the corridor mat ►a= �iovidod WtM eMmmod fire daoperrs. �..; .„, rocs cpon.lrr� IVA tM corridor la addition to having a fire- NMI ire- T .� ratlstl%* 111”, mat be provided with gasekts alomrrp both side 40 4CPM " IVP, so at to provide a seat where the door oust 'Ift-stap. Iltf+aiSection 3304 i, +306. SBC. s,-40--DoM not ba provided with a type finish hardware which perwl is t1W oporriot of the dyer from the inside without the use of a key. or any special knowledge or effort. Reference Section 3303, SBC. �llalr ScAraeder. Plan Emoiner r r w^• +c a •r ""ilVwnp4R s t riru ," s k ..T�IIMMYYP'c+r,....... wlM:+2[a'rwYr4•r_..-..••... .. . WA TON COUNTY BUILDING DEPARTMENT i.- F•M• SH 1 kG Q .____.CAN • NON STRUCTURAL PLAN CHECK ARCH. CTY FILE. BUILDING PLAZA WEST "OFFICE BUILDING" DATE MAILED___._____ ADDRESS S.W. Oak & 95th Avenue OWNER Frank Weigel Investments TELEPHONE NO. 292 0906 AOORESS 6229 S.W. Canyon Court Tod Dekanter TELEPHONE N0. 655-6115/6291 • ARCHITECT/ENGINEER . - -- _ AOORESS 720 K.E. 34th Place, Canby,OR 97013 PERMITI_ PLAN CHECK j2323 OCCUP.B-2/B- 3CONST. 2-FR F1R£ 015TRICT Wash.Cty.#1 ^�l LOCATION ON PROPERTY: North 52 South 20 Eastl40 West 20 REQUIRED FIRE RESISTIVE RATING: Exterior Walls Non-Rated Nora-Combustible MATERIALS: Structurctural Members Steel 2-HR Fire Prot. Roof Built-up Metal Deck 1-HR Exterior wails cover Interior Walls sum oar - e a Studs - R . Ceilings Suspended Acoustical Concrete Floors Concrete 2-HR Fire Resistive BASIC MAXIMUM AREA: 39,900 + 39,900 Multi Story Max. Height 160 Feet . Max. No. Stories 12 Max. Incresase for Yards , Sprinkler, None - Standpipes equireT TOTAL ALLOWABLE 159,600 BUILDING USE: Office Lease Space "Building SHELL Only" i 5th16,750 BUILDING AREA: TOTAL. 83,750 Sq.Ft' 4th 16,750 Basement 1st Floor 16,750 2nd Floor 16,750 � � 3rd 1667-50 AREA SEPARATION None HR RATINGS. OPENINGS HP RATINGS OCCUPANCY SEPARATIONS One HR RATINGS 1-H '_OPENING5 HR RATINGS ., CORRIDOR CONST. None ATTIC DRAFT STOPS None FLOOR CEILING DRAFT STOPS one STA IRS 3 wrOT'rl_ 4 feet ENCLQSED__ Yes OTHER VERTICAL SHAFTS 13 ENCLOSED ales EXITS REQU tRED-: Number - 2 Width 6 feet EXITS PROVIDED: Number 3 Width 12 feet FXhT CLLUMMATI-GM REQU`RED Yes SEPARATE CtRCUI•TS Yes EXIT SIGN REQUIRED fes ILLUM• Yes SEPARATE CIRCUITS Yes TWO POWER SUPPLY No i z HANDICAPPED ACCESS REQUIRED Yes ELEVATOR Yes RAMPS f j Shown Not S HEATING � FUEL. -COOLING SYST Rev is The plans for this project were received by this office on 4/8/8 and examined for the non-stvuctural , Fire and Life Safety portion of the pians review on 5118182 Luted below are the items ,ie find to be in voilaticn of, or for which we ina no pro- yisions for the requirements of :he 1979 Edition or the State Uniform Building Code. *s4i: A•'rt first 4lt:? +tsts4 k#st :t;krt :4sts� :t-t s4 4ii *�ti >4*t *4* ftir;4 *** �•*14 *stir i�;t 4:4!r i:t:4 ist� *:4st :4st* rr 9 1 -------OVER PLEASE-------- -- i z low a i v.,.,......,.. .___... .... Y l' i• :ie,nte Y;MngNu.ur.vwvwm,.........: _..._ .r.c✓,n :-.iaun ..... n .,.. .. .. .. , N � t � j Page 3 Plan Check 2323 9) Complete plans for the electrical system to be submitted and approved prior to such installation. ", 10) This office will require that the ow:ier employ a special inspector or inspectors certified for each specialty noted; a) During the taking of test specimens and placing of all reinforced concrete. b) Dui 'ng placing of reinforcing steel . � kr: c) All structural welding. ` d) During all high strength bolt installation and tightening operations. r �' e) During drivi�ig snd testing of piles. f) During application of sprayed oii fireproofing. It shall be the responsibility of the special inspector to furnish current inspection reports to this office and the Engineer or Architect of record. All discrepancies, to the approved drawings and specifications, shall be brought to the immediate attention of the Contractor for correction, then if uncorrected to this office. 'rhe special inspector shall submit a final signed report, stating the work requiring the inspection was completed in conformance with the approved plans and specifications. Reference Section 306, SBC. Jim Schroeder, Plans Examiner s a i i E -•.. ...A.ar.usAliVYd�. , l- r I L � T""� Washington County Fire District No. 1 C� 20665 S.W. Blanton Street Mailing Address: P.O. Box Y Aloha, Oregon 97006 D6 t Aloha, Oregon 97007 r Bureau of Fire Preventlon I 649-8577 43 Flans Examination Report No. — -- County Plan No. 2323- - - - Bufldin3— Plaza__West Building occupancy B-1/B-2, Office & Parking garage S. W. Oak @ Hwy _217 & Greenbur ___----Construction Type II F.R. _ Address__ -- Tod Dekanter.___ Address. 720 N. E. 34th Place, Canby Architect/Designer: Owner Frank Weeeel Address Stories S. W. Canyon Ct. , Portland j Stories 5First Story Area_ _6_:796_—sq_ft' Basement Area_ none Attic Height 30 inches { QO3 _and Total Width_12 feet - ° Draft Stops. Re reee�___Fire"'alis none -_Exits_ no ' e5 re Other VerticalShafts-_10___.____/Enclosed_1es_- ---Sprinklers - — Stairs _3.___._/En�,osed__.�---9�- none shown no Area Covered------. _—.._ Manual Alarm Standpipes-- Combustion Detect ion none shQVMpe__ "" __ /Area Covered--------- -- Class A - built up Floor_ concrete on steel Ceil non-rated act. _— ----�-- — steefi leko" panel* i(Intj) * G.W.B. Str.Members 2 hr. fire protec. �,%allCover(Ext.)�� not shown Heating System not shown _Fuel—_ Cooling System --- -__-_ - 4-8-82 The plans for the above described project were referred to this office .___ — -- ------ -� and reviewed conforrnitY with .State and District fire safe!-)• laws and regulations. Listed as follows are applicable requirements for which the have found no provisions in our e.vamination of the dra►vings, general notes and/or specifications. nt story by construction having a 1 . Each story must be separated from each adjace full 2-hour fire-resistance rating. Reference is made to the exterior wall detail shown on Sheet A-9 of the drawings. The floor slab does not extend to the outer h exterior wall thereby providing t relatively unobstructed path for fire tr ) 1 scion through all 1 e stories , That is, one layer of gypsum plaster- board o fire-resistance a ing. (ref: 1706 and 4305 U .0 O CONTINUED i B y __ _ -- - # A Plans Examiner/Cons action InsRecto cc: Frank Weigel Wash. Co. Bldg. Dept. 12) `-�spector Jeffries FIRE PREVENTION DOES NOT COST - IT PAYS Form 900/3 Revised 6/81 ,_.•: -•,.•+«,wvax oP;nM,Btd�RM9RRA.NV"YtMR"'1".,m.G.•,-• 1 J s11 i 1 t nOR .-w....:..z�;,.i.tl✓W+....,....,..... �:.aw..... '. ...A...:.....,., -.._ ....,.. wer:,i,.r.VhJerMwv�+.r✓.r..+n n.r.,..w ..,..._-.. .......... .......h._. t -.,d..wxa,ra,1 ��t p4 Plans Examination Report No. 1443 ,; ;. Plaza West Building Page 2 2. HVAC system duct chases, mechanical chases, pipe chases, etc. , which extend � rL vertically through the various levels of the building must be enclosed in a shaft of two-hour fire-resistive construction. Access openings into each 1 shaft must be protected by self-closing and latching fire door assemblies having a 1-1/2 hour fire-resistance rating. Other penetrations of shaft walls must be suitably projected in order to maintain the integrity of the fire resistance of the shaft; e.g. fire dampers sc4 ire fixed collars in the case of metal duct work, etc. (ref: Sec. 1706 and 4306 U.B.C. ) 3. Two of the required exit stairways are shown terminating in the parking garage level . This is not acceptable. Exit stairways must extend to the exterior of the building to provide a free and unobstructed Mans of egress to the public way. (ref: Sec. 3301 and 3308 U.B.C. ) 4. The access openings into the stairway enclosures must be served by self- closing and latching fire door assemblies having a 1-1/2 hour fire-resistance rating. In addition, these doors must have a maximum transmitted temperature ' end of point rating of not to exceed 450 degrees above the ambient at the end of 30 minutes of fire exposure. Both requireoents must be verified by labels on both the doors and door frames. (ref: Sec. 3308, 4302 and 4306 U.B.C. ) 5. Regarding the steel roll-up fire door assembly proposed to cut off the parking area from the atrium, this assembly must close aLltomatically upon operation of a smoke detecting device and must be "fail safe" to the effect that it will close automatically in the event of power failure. This assembly must also have a maximum transmitted temperature end point rating of not to exceed 450 degrees Fahrenheit above the ambient at the end of 30 minutes of fire exposure since it also protects a stairway enclosure. Incidentally, we know of no steel roll-down fire door assembly which has such a temperature end of point r=ating. (ref: Sec. 3308 and 4306 U.B.C. ) 6. The drawings referred and examined by this office contained no plans for the interior development of the building. Prior to the construction of any interior walls and partition;, complete interior plans for each story must be submitted ,. to and approved by this office. (ref: Sec. IV, Ordinance 80 1 ) 7. The drawings referred to and examined by this office contained no mechanical system plans. Prior to the installation of any HVAC equipment, plumbing, etc. , complete mechanical system plans must be submitted to and approved by this ti office. f (ref: Sec. IV, Ordinance 80-1 ) 1 , Plans Examination Report No. 1443 a'r Piaza West Building Page 3 8. The plans submitted to and examined by this office contained no electrical system plans. All exit doors and ways of access to exit doors rrust be well illuminated to a value of not less than 1 foot candle, measured at the floor, , and must be indicated by electrically illuminated exit signs served by two circuits, one of which is separate from all other circuits in the building, and having letters not less than 6 inches in height with the principle strokes � being not less than 3/4 of an inch in width. (ref: Sec. 3312 U.B.C. and IV Ordinance 80-1 ) 9. The building must be provided witn both a dry standpipe system and a wet standpipe system or, in lieu thereof, a standpipe system incorporating the provisions of both the dry and wet standpipe systems. This is referred to in Uniform Building Code as Class I standpipes, Class II standpipes and Class 3 standpipes respectively. The dry standpipe system must have an outlet con- nection at every floor level landing in each stairway. The outlets in the stairways must be located within the stairway enclosures. In addition, there must be a three-way outlet above the roofline. The dry standpipe system must be interconnected at the bottom to the ef"ect that all three standpipes within all three stairway enclosures are interned. I The wet standpipe system must he placed throughout the building to the effect f that all portions of the building are within 30 feet of a nozzle attached to not more than 100 fee* of fire hose. This standpipe system must be capable of supplying 100 gallons of water per minute at a pressure of 65 pounds per square inch gauge at the top most hose outlet. For further information con- cerning construction and installation of all three classes of standpipes, please refer to Uniform Building Code Standard No. 38-3 Complete and detailed plans of all standpipe systems msut be submitted to and approved by this office prior to installation thereof. j (ref: Sec. 3801 and 3803 U.B.C. ) 10. A firefighting water supply capable of providing 2500 gallons of water per minute from standard fire hydrants located within 800 feet o-1 all portions of the first story of this building at a minimur,i residual pressure of ?0 pounds per square l^��h gauge is required. (ref: Sec. 10.301 U.F.C. ) 11 . A special inspector from an accepted and recognized testing agency must be employed during the course of constructiari to inspect the sprayed-on fireproofing which qualifies this building for a Type II-FR rating. The :special inspector must furnish inspection reports to this )ffice and all discr,�pancies must be brought to the immediate attention of the contractor for correction. Any un- corrected deficiencies must be brought to the attentior of this u`fice. (ref: Sec. 306 U.B.C. ) 12. One set of approved plans bearing the stamps of the Washington County Building Department a-nd tjiis 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. (ref: Sec. 303 U.B.C. ) y o ki Plans Examination Report No. 1443 Plaza West Building a Page 4 13. Inspection and approval of construction by this office is required: a) of each floor slab after all in-slab or under-floor building service equipment, conduit, piping accessories and other ancillary equipment r items are in place. b) priG;" to the cover of any nonstructural framing elements such as ft walls and partitions. ` c) prior to the occupancy of any portion of the building. j (ref: Sec. 305 U.B.C. ) a 14. Prior to the occupancy of any portion of the building, a Certificate of Occupancy must be obtained from the Washington County Building Department. (ref: Sec. 307 U.B.C. ) SPECIAL NOTICE: DUE TO THE NATURE. AND NUMBER OF (APPARENT) DEFICIENCIES IN THE PLANS UNDER ; DISCUSSION, THIS OFFICE I; OBLIGED TO WITHHOLD APPROVAL 'UNTIL THESE DEFICIENCIES r ARE SATISFACTORILY ADDRESSED AND RESOLVED. THE REFERENCE NOTE WHICH FOLLOWS EACH LISTED REQUIRMENT REFERS TO THE APPLICABLE SECTION OF THE UNIFORM BUILDING, UNI- FORM MECHANICAL OR UNIFORM FIRE CODES RESPECTIVELY. *Notes to District Inspector: The plans referred to herein constitute basic drawings for the structural frame and construction of the building shell . The exterior of the walls are "pleko" ' panels which carry an ICBO Research Report No. 3790 recommendation. r. a, �f