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11745 SW PACIFIC HIGHWAY-6 — e t SEAW- i 1A fINCOW13 .i- 0, I , CI7 0" TIGARU ! TO El .�. FURNI Title L _j P11 -- - -,� - I ----. f� I �0 W/W = lV3'Gd x 1.1 -- I .') ( -/:,?0 -- L c.•G G `-'1 �-1"t` OV —T" Ej iAC•=U� OBJ 1 ' I 6 C J S I � t' ^ �,)� �,�,� ' � 1 '}.•1�'t'1'w�, G�'I..CJ�S 'C`-�5�.. G�•�D.�ti-.I'`-5T, `'�L�'�Ic.G:. J I N ,V; I �1 ''� `sly- --{�, �-rr.�-{ �'�tS�'•�c- L� ; tlfN�lr ` 5c1 X01() I i T-1 lex vc: - i LAE I �.��`�� 1 ��.�—\,•./ •..1.11 AAl1/ 1 ( 1 • � � cUaTOra•Arr1•;rY AL �A�• i 1 ex- ©Coj,yrtght 199 LtlMiNITC SIGN COMPANYCOMPANY /►1 t rlynte reserved slusiv't use. Until transferredcustomers x by sale,all rThis Is an original design created for the iplals are reserved.lifts It Is not to be reproduced in any Mannar w,thout pers;iistion. 11745 SW Pacific Hwy 1 of 32 If this police :appears clearer than the AUL U 8 1,998 document, tine document is or uaaat;inal quality. MICRO ILMED 11111111111101itffiftl{111 I�1I1{i�I{ISI 1 !II(!;I Ijl#1 i i{1f; i. I.. Ill�ifll 111111111 flfltllit il{! IN� 1!<itlil lti?!if rrr!1rl+r Irr11►lrlllr!!:!!n it!llilil I(li�itl! f!Illffll till�llif 1Il.I ! !rlltlltli !! lit#� !lii t't tu1lttt rntiint tti . tftsl(tu!!ll I 1 !(1 ! (it(iI I i I 4 b ._ 1 ; 10 11 12 13 14 1 c 16 z, HANGER LEGEND A "U" HOOK 8 COACH SCREW ROD G . .. CLAMP D TOP__BEAM CLAMP 0 0 E I EYE_ROD F ►BUSH SHELL_. G CEILIAlG FLANGE H SIDE_ BEAM BRACKET J ..J.._DOLT ---- K SHORT CLIP L "L- ROD_ M MACHINE THREADED ROD N N TOGGLE NUT P POWDER DRIVEN STUD N R WEDGE ANCHOR Y U _. V W X M . m 4'TI_��15"`' �'uILT 'uF' F1►,1h - �J1 'F�piLI.JK+E11s I� f o P oGF . 34LL I . • 7 TCL(G wV I \ 7 WAY EApTI1QUAKE BRACE L Pt%a Ip+�F.JT 5.^ 7 � IL Pity �►IW`I�T 4 WAY EARTHQUAKE BRACE 5P'iWig-W604, I L STRULINE fOF nP10114 N INCHEF TO R f�CO►.J(i �� --L•1 �� ( � SPRINKLER LEGEND SPRNKtER d- r_____r_._..� �._,___,_ __...� __..._ __ – –__— _.– F111.FNx•. �� ORIFICE SAES _— I_. ANO TYPE 1~ UILDI04. CR05S SE-Cl-100 ,r � �IS►RAr � f�1 1 ■!w A IT k,4K K \ � '' 1 " ; SP4U r SIDEWALL I ORY TYPE LQTEMP RATING Q4� -71 ti!o SPRINKLERS J SVM ..r1 t VuAw limp M H I TOTAL G FITTING LEGEND APPROVALS REOU(REO G I t I na ;wIEA`_acn w�vi!u Nine ___ It DISTRIBUTION— --- Pp'T1Z-w,rT 1-14-LLT FbiWT G oUTo1-�p�TIC. SP�INKUr-Rs F i•7 5'-d' OUT '" \ )✓�.. ti ''.51 ,11w 52 PT F '' \\ OUALITY CONTROL BY — DATE – APPROVED FOR FABRICATION BY DATE U c � GENERAL NOTES O 'o� ALL MATTRIAt AND EOUIPMENT TD BE NEW ANO UNDERWRIERS AMMOVED I PIPING DIMENSI0w15 ARE CENTER TO CENirp EXCEPT RISERS S DIMENSIONS SHOWN YHUSI Y(111)WHICI+ARE END TO ENO I EARTHOUAKF BRACING SHAG RE PROVIDED IN ACCORDANCE WITH 1 NFPA PAMPHLET NO I] APPI;:ABLE EDITION 1 I PIPE HANGER'S AND METhOO(W MANGINO 10 SF.IN ACCORDANCE VlITH E NI PA PAMPHLET NO IJ.APPLICABLE EDITION E PIP11K.3 SHALT.Of IN ACCORDANCE WITH NFPA PAMP-4LET NO IJ APPLICABLE EOITK')K E JOINING OF PIPE AND FITTINGS IMMILADED AND WEtDEO SHALt OF IN ACCORDANCE C WITH NrPA PAMPHLET NO 13 APPLICABLE EDITION OWNER t0 PROVIDE AOFOUA TE MEAT TO PRE VFNi WATER IN PIPES FROM FHCEIN1IG Ito ' I AREAS PpOTECtEC BY A WE T PIPE.SPR'NALFR SYSTEM H At I V.IRING Or ELf(-,IRICAL XVK;FS 0 REQUIRED)TO BE PROVIDED 771-7 1 PAINTING OF PIPE AND E0111PMENT(V REOUIF#..0)TO BE PROVIDED 0 Hr — O I C I nn-,r,OF POPE AND E7UIKMENT(IF REQUIRED)TO(!F P"tDED DESIGN CRITERIA AND PIPE NOTES D ` II U•1" ,VAI 6 OTHW �I�N O cFC I-JfwJ N'inRA'it-1T I 1 0 &f vTHLAI, 0�4*0 1 i C I a , 110k) _ REVISIONS MK By ---_.____-- E,j Gln- Ems; 4 pP'-TWoT '6"fMzTr.1I►-IT PT 51•d OUT K I Mefs. I.l►-1DF."ku1JP P I Pe- To OE C bL.EXtcFP Mlc/ne.. P•C)pDGD, FIE• .LKNP r44t) Trf.TeD rl�Ft- NFPA 131 Z4 �� 04 40 ``� D by CTy fA`5 to 41RACT WITH W ESTW OOp GORPORAT I a Q 30�o SvJ Moon( �►+v'�. Al PoRTL�.lD , OR. mol SINE PL.1�-I.I i a�v`� X c-c acT : �So3� 2zz cc>vc� Ems. (1 or-,O I,-& TVD ;'oNTRACT NAME "TINT (/ NO M G .IFE r URi1r c ,A 04 -;r UN 14-4#7- Sk1 p,-•r-AF-IC. WWY A L.pv.I I UFS ��. ��T'ATIl. B-1 F'SI � TI t,1 AR•D 1. oR °b'1 z23 I FFhIGUaI. 49 FA51 JcF, :UP I,.i� V.I 1�.l,T dIl PES LP,G' �r•� � 1994 �— ;� JUN a �ATRi1T �1 s-1 27 1994 (21 Zlx' pt�TS ,��}�' rIRF PROTECTION (r.�fSTIFIh i 00 4r FIRE MARSHAL'S OFFICE u1pa&,jT -'-1% jr (�' ftAy� uxwrimiO 11746 SW Pacific FI VY 1 or40 '�O I� �- P111•-1 NEI.IAI�A UFJ1 T A ��a�lc.vu�ER , W,& 96cPco3 (tAYs) Cegq-H403 FskV I?vYe-)&p"-44457 PATRIFF'[109L:T 2of32 ( Di-SIGNER DATE SHf_E-T ,IL�BNt� E_. _ - ti!PI TF III+I Sn 11 ''�—� ... __ rI.aFJLIEU sF_ FYI 1 r{ 2.... plgs3 1 � 2 3 4 � !3 Q I 7 B 9 10 i 11 12 13 14 15 I 15 .Ills � 8 1u9fl If this notice appears cle:n•er than the document, the document IN of marginal quality. �11( 'IlOI 11,1111',11 � t�t;� �ldl;l(t�ijl(I ; i�l�i�l ?�I�I�i !�I�Ifi�ljl�l I I�l�!;I�il�ll ! 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I �1 � 1 I I j i I I , � Rk A P'tiC�O it s ► �{ I I ! j I ! I j ' tI t { a-o .• I o ' >< g t : 1 tj. --- _•�•, .. - .. � '•, I - _._�___�_ � -� i � � T I I I 1 � I i ;. �� , + I ; 1 � r j !, I � I c �,,, , i 1 --- woe 1117 Y p �Fr or 17 r I I— 1 f ' - GI ✓ °I I I f 'I I j I I 4 I I 1 i t 1 - - } TOTAL ?r ; y FITTING LEGEND APPROVALS REQUIRED G I I 1 , I ( /1 '� P •W[JLET )WMIA111 ' / Elie. AtL DRAIN I I �_._ I I{.. �• , , -c ,G O �. ! - - --t- - - si _rlAPeoNIF+'LE_ -- 7 pF I y FtD T17 SAf E DI�CµAR&*E + 1 I + 1 ! 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'r , 1 •b r (I N N i r'1 KKr l I ( I { } I ti I I �. - I I .e 1 Y APPPOVED FOR FABRICATION BY DATE .1 I 1 I I j I I' I- ! t All MATERIAL AND EQUIPMENT TO BE NEW AND IiNDERWRITLNS RVPRC;VEU ' wJ TIvMP. ,vY, ..... , i �� I E 11t � � � !, tt { T I I � l I ► F I ��' � ►1,, N 1 va. --- _� - ( I 1 I I (t 1 •• 11� ,� I -t-•►4� I ` Alt• ` I } 'if 4 I i 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISENS A.DIMENSIONS 4H�ANN 1• - si_ ��" 'r'�Z , •�' �'� �� ` [y ±' Z � S 1'� 14504 - 77 - I TH�1SLf h$1 WHICH ARE ENC TO END I I r I t i I 1 , - M 1 -d i .i- .•O' { } t I I {- 1Ila •• 1 a• b 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE VYITTl ,.;. I _ �•••iI II1( 1.. I 1 I 1. . i _ ,. 't.�•.__ _ I I I I r j Nf PA PAMPHLET IJO 13 APPLICABLE EDITION r __ ._ 1 _ 1 _I-___�-1 I 1 { l I ► j Y 1,3 u j I 1 a' -d I I t F1W i •-•--• +,. .-++_r+-, -"" _ - _� i, ,� j ', I {.. I - e� .' { I D�.. ♦ PIPE HANGERS ANO METHOD OF HANGING TO BE IN ACCORDANCE WITH O �• --_._ 12-_ • •------ �"`-`� + NEPA PAMPHLET NO ''f APPLIL,ABLE EDITION cr .. .. .. SNAIL BE IN ACCORDANCE WITH NEPA PAMPHLET NO 13,APPLICABLE EDITION F i. •' •' _ ,. T. I -'� r' �r.. I - - Z�"X14° t3W1PKs-UOIL,M MATID•1 •~ 6 JOINING OF PIPE AND FITTINGS.THREACED AvID WELDED.9FIAI.A.BE IN ACCORUmc 0 . T 1'tS�. r, WITH NEPA PAMPHLET NO 13.APPLICABLE EOInON . MK hW. !N GEiI.INCs L'� ,.dJJ01�'1'FOR Q I 1 C_; I d O AC;GC� !9Y DU1LL711Jt5 'vICaN IQ -N - 4.17 OWNER TO PROVIDE ADEQUATL HEAT TO PREVENT WATER IN PIPES FROM FRI EZING IN I}--♦ 1 INSTALLATION CONTRACTOR. I ! 0 AREAS PROTECTED BY A WET PIPE.SPRINKLER SYSTEM R6 AL DEVICES f F REQUIRED) D BE nvivEO MTroor TO 5rMT AT �� ^v I F' ALlWRINGOFELECT 1 I R T PR lay 9 E -_ _- - "___ 9 PAINTING OF PIPE AND EQUIPMENT(IF REOUIRED)TO BE PROVIDED �-0 01)TStpE THE 91AG• < -- By �f—0f GlS .AE �,ftE C-� �� B1q'.KFI�fW 1 �✓ .9C-FIT UNDERSIDE OF c_ t TO -.._ _-- . '�"'-`• •��"'"- ---v- -- --- IG FLIRinNG OF PIPE AND EOUtPMENi(IF REQUIRED)TO PROVIDED ---- R f:til`ITMUahTIpN DUtSIDE Dv ol'�li , JT- EXTERIC.W.GT"P" BOARD EKTERIX CA"01�,' r) K a TrIC�S-- METAL 6710 F1 AAP PNh)!)4WLArFQ ry D \^' ` (- /` I I I 8 EATWR*:a ATHIWs TO RECEIVE E.IIF& 6110RAI A IgD I - - --- Y_V 1 1� R1 r)r T r FIN1511- X10 •r HNi i c DESIGN CRITERIA AND PIPE NOTES D '' . Iz�.. Y ?_p• R1 M1, .1 r , :I 1 1 „� GESIC.N IS To RjE OI101n1AP,Y NA:aa.0ECTP"-) ? '� � '7 G �� UbNi N ZARD ITV 0 FUS5 (Opm OVEa Z,SY)X, •.,. �1 6/-"�, � - IN A F 1 .r I�'� I ` - `. r, - -- .�•..._ ... y` I I I I i I rt DEN(814 1'S HIGH N+LEO STOCK IN 5TOCK awm- _. ._. jT LOM OVEK WOO i l•,., '�J - - '-t„ :, :,s°-je'' I'. s X' - ,.1. s��1t .. ALL PIPING IS ) E P'f' TO BE SUPE AF U I W" �cf _ .�`c- •t. . N '� , Ti4ilkF ED PIF= WN1CN IS TD W.. Ot,x 5TUu. 1 C tp I' _ s - - > :F j. - - NO 1ILINC. 15 ALLAWI'D. t 9' - �✓ r � \\ I STyTI M WltL 01. Dk51GNE AWV I 5i4 IL VIVIN C71, kJ.2) + ti. �r '• PCF NFPA, 6TANDAkRP5 043 N 1 . :)) - �� c I. • 1171.14 - � �� k +-I t. ►►d*ic E.w Lrx*►-►r -ra ae- vc Nr,I+�- REVISIONS w Tf P I cA t. X�bG►{w wG MIrJ L�,AC To TsE. MK OATS ev —.---- --- - 1/b'' L Mot - e_IE.Iu/4 R-�''� t+r _— i-1Pllu-4- c�a•�sn4ji-tTb► it W T016 Ftt IFP I I7D 61 LaT-- ---- All �+-tLla 4 PX6 I D � 11 4” U,0,AI, 44-L AFt+1 -04rxs. Ar•10 pRom ?o BC. I" `�+ 40 �l T f P. b ice►+I�1 LINE: el-w -ro me 514"ea j i\ TF'Awez.E- A' . ap�I -CNEILS ti"J"r� tl� V-&' B ( TIr-,Ir -To 5G L-4 w/MiLTI F,'fE l A.LL r7y�a�rev G�uPu.It��. To !!G Pl-EV Ipw_ . U,D,aI I GT]NTRA,T WITH WESTWOOD CLAPOkATION' 3033 S•Ohl. Ir'I RO D1f Ave, PoRrL ND OR 971.01 -4b�7 CONTACT f ?TARY For PHONE ' l Ax : rwrr CCATRACT NAME I A HUMLL 'iFE FJKN1TUF% . 0,17 5 \A1 PAf_tFIC HWY, A T-lc,n?W, OK 97123 .T[m WrT mtj 1�I+nNF' ' 'fATR1�T FIRE PROTECTION 301c'. N.V t IWNNt HAN Al ST. UNIT"A"I VANC()()V ER ,SVA !IS601-►'IAS 11745 SW Perit!c Hwy fal I(tNE: L2pe) PA fRIFPOgpCF 3ot32 I"AK. Q01p) &*93'4485 T JOB '"F c oMrt r t r L rr.-r Iso-Is _____� ,... __ --- - ----_�._- - r > � I� T; F�.L't,1 5/31 r`?t F! t Fi �1• DIyFlI 6 7 8 9 I ?0 1 1 1:! 13 I , 14 15 16 If this notice appears clearer than the 1 JUL p 8 199 document, the document is of marginal quality. A'11CROFILMED �1liill}!!111!1 IIIA 1)1�'1�L �l�ifi1{I�I(rCI 1'1'iil�l�l�t1111 1;11111!11111 I(r�i 11!11 1 !I11iIIIII II'II11111�jll�jjj 111111111111;11114 111�11111!III Ijl!!!I�III�11 INpi 'Moe N1 Uiltl( � _ 130X T_. t T �- ii -- IIIIIIIlIIIIIIIIII 111111!4►ILI1111!!!tflllii41 IIH�ItI!t1ll!11I!IIIIIl11!III111i1iilllfifllRiilNilllllllllifll111111111RIIIlillfllllHlllillllllil'IIIiIH11111111!{IIIlU3t!t!�ftltt{!Il11lf!ttlllHkilll!(111'llltll�i'll g111pIII'I1111ii!tHll!tllllit1111I111111i11111iHllll1111!;II'I n 1 I x� ' A • I TI % I I I ! I i ! of JA -A I-3 I �' .. - --- _ -. -- - - I � I ITT � ; 7 7F � ! 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I I " r _f 1 ! } - _ I ll { - - - f u 1 ' �' txI I 1 _ } _. _ t r„ 1 i I RI - I t L4 I, 1 ;T i t - f � I I I I I I 1 ! � 1 � '•"� I I I I i1 I f e,µfJI��l L...�4�QQ>� I ! � I I I I ' I � � ._ _ - - - + � •- - - - - - - i _ � ! _ - r I ..,,- d' ' 1 , - )Rooftop Gar,electric Neating�Cooling unit iI { =; Lennox Model GCS16-653-125 15 Ton ' � I I 1 i I I { I I I ! i I • I I + y 460 Volt - 3•Phase 2S MOM IS MCA 125,000 1TU Gas input PurnieAsd with � ' IZb , .urb econotai:er. and T7500 lkogrammable Thermostat - Weight 770 lbs • I i t l � �- - - _ _ __ _ , i � _ _ _ -- _ - _ _ -. _ _ _ _ _ _ _ { AC-2 Rooftop Gas/Electric Heating/Cooling Unit a,__( Ilitb Cad Zt� 164 Ci Lennox Model OCSIG-'513-125 f! 7'on) 1. �-• � I `�- `r - T r s ICO• rt 460 Volt - 3 Phare 20 MOCP 11 MCA I ��-•- t- � - • - - t ` 125.000 1sT1a aa. Input ,14D .I(�kl� l ��IbYI I I ♦i !�,, 4 Furnishl+d with curb, economizer and T7300 Ptogrammable � - .�: , - -- -�.- ,-all - -Thermostat - Weight 700 lbs. ILI AG-3 Rooftop Cas/Irler.tric Heating/Cooling Unit :r r Thru Lennox Model CCS16-1603-270 (12.5 Ton) j OP AC-8 460 Volt - 3 phase 45 MOCP, 36 MCA 270,000 BTU Gas Input IIZ I , a I ! Furnished with curb, economizer, and T7300 Programmable I t I w Thr_rRoatat - Weight 1700 lbs. I I a r R6l►-1 Roof Exhaust Fan - Cook Model 10OC15D I I I I " I � 410 I I 650 CFM a 1/4" SP - 120 Volt I phase Z ..•• 1/8 HQ Furnished with curb, backdratt Jasper, and speed -- _ 1 ,. cant r nl l Fr - Weight JU The AL- - . t; x , 111 I � I ► , ' I I � ' II I ' - I � 1 0 - I I I - ."•:.alb.:, 1 II I I I I V t , .J a 11 ► I FLAN lte�)!•[4119: Pc UN „� N4Il. -- � Fi�ctOr�Y GL'RB `;,� •gin w..�N ---_�` I �.r►>' I v (TYP) I"tlu L4NT 10.1 � Project Number: 'rOP GF#Ofz-D 81F141-!4 File Number: AMER11CUAIII � '-IS DESIGN B 'HE f ar((,Srv4 MUdF pHI D IG x&.01% -.NATING S"AL i 0 AI 1'�"4�1-r•' �NAWINf�OA aLUf AAI(NTS CUM MINING THIS pE SIUN Allt ANO SMAL. At MAIN .•E•Ik Ptly OF AMEFIICAN MtarINU III(. Dot*-. yam} //I 1N{ � � I I�� /' ��/��...w_.��+ HEATING, IN � .�t OtLlvtwr(K rNt OM(i1NA(')11GOoIES THEREOF p(.iES NOt`()MfrltuIE Ar 1`�-✓�O G LJ I \ U1 H6 i V V I . THIE001//0Oa TMt3[011AMnN6S(H(IK UE�NIN T9 Aft EtMIMTED TO rOU SOIt(T tTp THE OUB r a?SE of rAAPfUCTINO A SALE ar AMt1NICAN 11;ATING INC OF rMt ►IN CONN 1339 S.E. GIDEON STREET •IUNINo srsttM INCo1MopAnMB TMH OtS*N M.-._ i PORTLAND, OREGON 97202.2418 170111MUNICATION OF TI/IS rxMft WITMMI •NE CUNaENT OF AMEAII(:AN 11745 SW Pacific Hwy TELEPHONE (503) 239 4600 FAX (503) 239 7038 FATIW(;INC CoaSTITWES A VIOLATION OF IME!LAWS Ix rMIS STAT[ 4 of 32 Ir This notice appears clearer Ihon the k JUL 0 81998 document, the document is or r11su 1!iwo gn;1Gt�•. M[CRO�ILA ED i,�ll►IIII►I! it 111i��{ f� Illflll�ltljriIl;la{�{ 14CA MoD-0 0011,1 -f4 A 1!111 Itll '11m ll' ..:... ..; _. „_,,..,, ,_a_•.. -.. ... .._. .. .,_.-.. ..,_..._,..... .-._. _ .._ .... _. _ ... _... _ ;meq � d.... .. .. .. ' a y, i J I t IGARD OREGON' V*TE --- D CORPORATION S TWC)O 1' WE'( 7 '['EA M DRAWING INDEX SITE/BUILDING STATISTICS -��= BUILDING OWNER 'I ed I \1111,11 COVER COVER SHEET JURISDICTION. CONSTRUCTION I l.ivi11_ I rwo i TYPE: ��tiS•e.,�'• :;+, I -�- .. :3030 11, moolh 0-3 EXISTING 81TE PLAN ADDRESS: - C c = c �-►w..- � . ' I 0-2 -Rsc,cGs 1urllatd, OR 9', :I1 ,li!)1 � � ' (;)03) :11'1-1-1000 Q-3 SITE UTIL:1v'' PLANc� ., OCCUPANCY TAX MAP: - " �cc Fax: (.')0:1) 273•-0?1 7 C-4 UTILITY DETAILS _= -,� •�.:� •�Q TYPE: e: C-6 EROSION f�-3N'l'RC1. GENERAL West wood Const ruction om ►C )11►% ZONING: �s SEISMIC-3 30:10 1W. %11r1►11\ I 3-1 FOUNOA N,,^JN ZONE: -5-c4% e, CONTRACTORROOF __ ..�-�..• c �� _ � - i Porll)►nd. (1K '►7-,UM 1114)7 S-2 � OOF FRAMING PL.A44 LOT SIZE: 1 110:1) :_•.,•.,-'_'000 9-114 DETAILS ✓- �: f Fax: 11503) 8-4 DETAILS LANDSCAPE: _R£a, '��: c= _c• cc��..�_ ..� S-5 WTAILSBUILDING SIZE: - A-� 4ITE Pi,.a,fv ARCHITECT .Iml R. .11irgell", k \-'(wiates A-2 SITE DE�'AiLSSET HACKS: BUILDING s -_ Cor lit-11 (►alk,-/Tiec' ommiot s HI►ilrtin- A...3 F-10:CR PLAN v J v `�= I"►i"r 111 \.K. (itFnbril'r Parkway, wilt .1.!! tr` ) - � - - - . HEIGHT: .::' CEt' ••'i-- i A--4 RO -F PLAN 3, Iw E T�! LSa- RE ,� _�= _�. � . . ._ : : _. 111•,I%ert(111. OR 97000aT A-6 1t��,.• >: "t.IEE .1} BJa:+Fr< (:)03) 09 0- 1-1,79 X79 A-8 PAP!YIAL iNTERIi,A FL00P PLANS & IN'I'SR R ELEVIT PARKING: F.1v (7003) 690-0913 A-7 REFL,E;:'TEC, CEcLiNG PLAN --- ------------ A. 8 EXTEi!'".1l~k EI-EVATIIONa — -- -- STRUCTURAL r \lr r . 11• '5 A•-9 SUI+ DING & WALL, ,., ,n �, �' � •• .. 11 '1'1'� i' II Ifl� 1,11111 ' 1. ,,, •" U `� �•$ �jtME i ER ""• L * ' rm + ' 9 X1, 4 , u� '� - we Ow w! ! n�`'.`�'�L< . :!,w . o �r r r r`�e.; 1 v tit. -10 WALL, SEC,- ,-NS & DE A�i..`3 vi � �U t N: 1111 r ' � c ' �,l� �� J TTA, M I, ��f` y ram t r r ',, � I +R r ENGINEER Portland. ON 1)7'_0'2 A.,'11 DETA13 � � . ti , � � �� ;� �- (50:11 '.11 -0717 A 'i?. �` 1rC►Ut.E �4u �x N ► I +a:��Nl*"' ;i "��RE DE,91ON CRi"I"IS IA, DATED 12-11$--93. Fax: (503) 231-071f1 I ` ,"t x,- ddELPE - • A • - i >��t i. PLAN-4-VAC . �• �, � +f "_ 'FELiF�E PRS*ITOTYIP'IGAL LEASE DRAWi+iVlti:3 L-3, L-2r L-3r L-4 CIVIL \11111 11'll. \1•I r,l). Welborn Itt'itrlann � � � � r '� ' � -�- -,t ,� X91 +►! ,p+ /�j ,� EQ 'D- •�y;• AND DRAWI�fG ' -4, GATED 1-12-94 ENGINEER x::13 `t1 i''1'1►11) �.-r�. •• y�. M _..aT. Sr j r I~ � � Portland, OR4)l �(}�1 log�w �I_ .,r•,r•nt sl► ~� .I ,•3+�u•rAI .. cE (.10:1) '�".1-t►N:'- +r T,oA♦0._ �T •� , "+ g�.r!� 1 ♦ 10 1 9VON"11 f) DATED ...,�..�� —C.•FGt ►+O•' t �r •' Fax: ',03) '•' 13-6:1'1:1 rl - ,p • �„�► 1 arvu 1 ♦ uw�JTrvrt+r ri .+ , r 4 r-r a ccc �� A. `► FE/E. 1 8r7E EI. 0 Ti�IC:AL 1-rn ��,�' I . , . ��' M•11� trr•w LANDSCAPING c'I f'rc �IilP1' l.i+tld�cl apitiR -0 AKA AS .� lW'-2 1' RBCS �''l.N'4/i1 LAN eN--07 vi-, 1 , .a'a �s,+ ,t, 'A ,1`L a ♦• : I r Y7711 .. ' l0 0 sW Tr vlor ^^yYAG`LL ' K l'nrt I.ittrl. ()K S►11''1}:t E-3 LIQ}�Ttt4t PLAN f� !f, ix g, �• .rs' • fit} �r r r.a► r�.:.o +; �� 9 +� ■S ; ../, ^�,u. d1 (r s A• y. N ...As�w (50:3} ': x'_!)11111 E-4 FINE AwAR}NI FL AGR Pi.AN 100 T '•�, ��b �. �+� " � � j JM . . w L-1 P►-ANTINq PLAN �� •,f- �'N 4 �.V • \ � r�TNC_` �_ GEOTECHNICAL 1;;�.� - :�(il��, Inc, AR, . ." r L-'2 �iA�') h d71LAIM ENGINEER -rau4, SW Tech Censer l►ri\e ., 1:3:, Baa �K- 1 I'1►rt1,+t)d. Ott <}�� 1-1;(,� I r SIC INI I y MAP �. ,. ?3P.4 =O VEt�)•i'EAD. SPRINKLER PI-AN �'f +.rA�,,,, - (503) 639--31011 _ _---- rru. Fax: (50:3) (320--7144}:.' TRAFFIC Kitticxon & n� t»►),ttw 1 _ -___._.___�__ -_---� - (i 10 tiH r. OR Su1tt` 1100 rt< ag; .ryE�/�..•�, •C• �� . �.J 1 .l 1 `d 1�._1 & ASSOCIATE DATE ISSUED: ENGINEER Portland. ort 4►72C15 �� 1 � � �R � � (50:1) �'H-;:)2,110 i L-r, 'L•,2, •- 3, t' 4 (y�•�� ---__ MAY 1R 1994 Fax: (503) : 73-13.1(')9 I �.-t (. ar �4 :11;f: ''f''1'I :1 "I'l i'I v i 'I \\\ I \ SET N0. 0 -- •1 , 's W Gy-Ff•Wmer 1:►0.11wfl 1779 . fAx 1503165)0-Mll l Project: - File: I 11745 SW PAfNIc Hwy 5132 if this notice appears clearer than the JUL 6 810 decument, the document is of marginal quatil.N. MICROFILMED iji}1IT111111 llllgt �tl ! Ij1C1i1lip1 1 fi(ItlIll!1!`!11 !`i�l�i�i�!�I ;I�i�ij l if!'ft�!;1 11!x, 1i�ji�l�i�t11 !`I�I�!�I�I� ;! 1 ill�Iliil�itrli� l i�l1!Jii1t1J1 Ili�l�!�Ilt _IN011 + MADE NI CN _ 3� t M�`�` �' �` T� (! � —711".-� �'"�ii' 13 ._...� •.•�._..�.._ ��T--�. ��' ----�•---- III1II'11111111!111111�11 Ill!if111w INIIINI 4fli1N!!11(I�!!!!Ii nil!III if IlTI(illli!11i!lIIIN!IIll�til lialltl !!!tlifillll!III(il 111111!+tf ffef�!HilffNllfl!(!111)t}1ih!!tl1Si111Hlil!iliftl�ll!iI`{11�!!ii liil�i(II!!illili!ilillf�iili!tlllillltll{i�Rl11fll1l'1!illlft{iHt 11 MNWRIP PLANNERS ENGINEERS LANDSCAPE ARCHITECTS 233 SW FRONT PORTLAND, OR CL AftN L DftQ ON�L FOAL lVO 97204 1 All construction and materials within the Flightof-Way shall conform to ti 15 An Erosion/Sedimentaon Control (ESC) Plan is required on this V 503122510822 --- Plans and the construction, project. The implementation of the ESC Pl S.W. PFAFFLE ROAD these plans and the applicable requirements of Oregon Department of Transportation maintenance, replacement, and upgrading l these ESC facilities is the FAX: 503127318353 2. Notify Engineer 2 business days before commencing work. responsibility of the contractor until oil construction is completed and approved and the vegetatiwn/!andseapinq is established. T� _ 3. Contractor shall remove all trees (marked), Shrubs, rubbish, and mon- 16. Approval of this erosion sedimentation control (ESC) plan does not - - / - - - -'W�- - -- made structures including, but not limited to, concrete slabs, walls, PR(,}E; � ` / 1 / --_ constitute an approval of permanent road or drainage design (i.e. size ;'' ', vau;19, lootings, asphaltic paved surfaces. graveled areas. sheds or and iocotion of roads P iPea restric,tors channels, �M E other free-stonding buildings (constructed of wood, concrete, metal , retention V E t t R facilities, utilities, etc.) e' � etc.) buildings foundations, fences, railing, machinery, etc. within the clearing limits. The Mems listed above shall be d!3 osed of off-site p 17 The boundaries of the clearing limits shown on this plan shall be ' p It shall be the contractors responsibility to cc �m the number of p structures to be removed. clearly fto99ed in the field prior to construction. During the y / construction period, no disturbance beyond the fla ec; clearing oreu 4. All buried structures (i.e. tanks, leach lines, drain tile, and i es shall be permitted. The flogging shall be maintained by the F not designated to remain on the site, shall be remc:ed and the contractor for the duration of the construction. \ WtL �• / / / / ,r f / �� resulting excavations shall be property bockfilled and compacted prior 12--31-q4- to any grading or filling operations. This Is to include stumps and 18. The ESC facilities shown on this plan must be constructed in rootballs of trees to be removed from the site. conjunction with all clearing and grading activities, and in such a _! _ manner as to ensure that sediment and sediment laden water do not 5. The area of the site designated on the plan to be regraded shall be enter the drainage system, roadways, or violate applicable water (� stripped to remove organic material. standards. 6. All unsuitable material (soil do vegetation) removed during the w clearing and grubbing operations shalt be removed by the contractor 19. The ESC facilities shown on this plan are the min mum requirements f:,r and disposed of off-site in a suitable location approved by the anticipated site conditions. During the construction period, these e engineer and the Applicable Jurisdiction. ESC facilities shah be upgraded as needed for unexpected storm events U Excavators must comply with all provisions of ORS 757.541 to '5% 571 or site conditions to ensure that sediment and sediment laden Ill do PLACE EXCAVATED MATERIAL UP TO 20" ABOVE 7 E I not leave the site including notification of all owners f THE EXISTING GROUND ELEVATIONS 9 e s o underground facilities at � i j/ least 48 business day hours, but not more than 10 business dogs,before commencing on excavation. 20 The ESC facilities shall ',e inspected gaily by the contractor and maintained as necessary to ensure ti��;r continued functioning 8 Trees net designated to be removed shat! be protected of all times 9 `3. Sowcut straight lines to meet existing pavement with new pavement. thru construction and during 1 year warranty period after construction. X• / / �� / / I 10. Contractor shall provide and maintain adequete troffic control along 21. At no time shall more that one foot of sediment be allowed to txlSnhG t3.LDNGa the existing roads. as required by ODOT standards. accumulate within a trappill catch basin. All catch basins and Q i conveyance systems shall be cleaned prior to paving. The cleaning (/1 i 11 All erosion contras measures shall 9 0 1 / f operation shall not flush sediment laden water into the downstream 2 - / a be in accordance with USA's "Erosion control plans technical handbook system. 12. The erosion control devises shown on this plan ore the minimum r P equirenlent6 22. Stabilized construction entrances shall be constructed at the required During construction the contractor shall maintain and upgrade ' the erosion control devises as required to beginning of construction and maintained for the ,'ration of the VC �� /� / / � � 1� `� � / property. q Prevent the soil from leaving the g 9 x l P y project. Additional measures may be required to ensure thot all paved I� t T areas adjacent to the project orb kept clean for the duration of the 3 he stabilized gravel construction entrance shall be installed at the beginning ro ct. I `. f /�,• �� / � / �� of construction and be maintained during the project. Additional measures P � shall be re u red to insure the `r+•-�X"" -•11--'7C 235 X q public sleet is kept clean. 23. Sediment fences and straw bale barriers shall be removed when they N 14 Erosion control devices shall be removed when they have served their useful purpose hove served their useful purpose and when approved by the engineer, ►+� a, �f / �,f / /•//f / `/ (. X X r---X �� ! rbut not before the u sloe area has been i 33. ? TO 23 .0 /i upslope permanently stataili:ed. � __ rT 234- _ G2�j 24. Construction and maintenance of graveled construction Entrances, 1OC23 .47 I I 4 temporary sediment fences, and straw bale sediment barriers shall 0 follow the guidelines established n the "EROSION CONTROL PLANS -232 ----- 2. I I ��- I, tOC233.50 t EXIT IIETAIN+M WALL TECHNICAL GUIDANCE HANDBOOK". G2 3.0 ---t I• ----- _ I .�/ SPOT ELEVATIONS 25. All erosion control work shell follow the guidelines mes estaDlishQd in _-- - - POINT TOP ELEV T BUTTON ELEV. TO EAST the "EROSION CONTRO_. FLANS TECHNICAL GUIDANCE HANDBOOK 2� 3 _ e / T3 0 /,� 231 3 229.0 M 2.10 � � �i/ l - - 1 X �f <C2> 233.2 228.1 7 ' r 1 .3 � I233.1 228.1 r r n -- 03 �fl HUILC�NG ,,{._ �� 233,3 227.9 T 'fes ELEV - M.00+ Z�333o�� i� 3 TOC233 06`'� r ---�• r'-� 4 QOND!QL t�oN No s 230 r• •••_..� ( •. 0 I / G 2.56~ 1 / xISTiNG L&IICRE 1E RE I A• n.. _ TOq23) 35 I r - / (� CONSTRUCT EROSION CONTROL FENCE AS SHOWN ON FLAN 3g SEE SHEET C5 FOR DETAILS x-231 _ G232 80 �' � 02 CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE AS SHOWN •` G 32 !` ' �/ ��"; ' ON PLAN -- SEE SHEET C5 FOR DETAILS CJN.,TRUCT RETAINING 11111lI / y FF ELEV-x/5.00 SEE STRUCTURAL PLANS FOR DETAILS 232 CONSTRUCT FILTER-FABRIC INLET BARRIER AROUND ALL CATCH BASINS ��j�%, SEE SHEET C5 FOR DETAILS I w t ► I / - ��' EXISTING f / .. ! • RETAIL STCRES //� % '` 04 AREA TO BE RE-GRADED TO TOP OF WALL ELEVATION -`' 9u LDINC / � DURING CONSTRUCTION TO N t 3 31 i• 230 Ile_ CL t N • / ✓/ ,/ ,/� 01 • /J/ -� 1`\ --rte TOC2,50.5-0 7236 00 t 1 `'' /// ♦ rn T TO-C228.75MA 228.7 .� 231 � � � + ")X01 Ifl N , I � � � �i ,,•r'.. 725 o Qn 3 MOTO S LEQ"N Atnppy IF TIEv 2e900 FINISH CONTOUR LINE 230 `� ,,'1 `� PROPOSED CATCH BASIN 1 4.8 \~`. / t /}i 0 REV.vL_DAT - BY FINISH GRADE BREAK y �-- -----�- -- - s AT �l�r�% ------- -- ? TOP OF CURB FINISH SPOT ELEVATION TOC232.85 GUTTER FINISH SPOT ELEVATION G232.35 TOC 225.20 TOP OF WALK WALL FINISH SPOT ELEVATION TW232.85 i y_„j__�-_ PROPOSED TRENCH DRAIN `74 _�_�--- �° EROSION CON TRoL FENCE X X �• PROJECT NO. -- -� 14 fa , WWDW2 DATE I 5117194 �` �,�•, r b, P DRAWN- �-D. MCAFEE G DESIGNED I B. WILLMUS GRAPHIC SCALE r - x GHECKEO t D. WELBORN -`' •/ $• SHEET TITLE--- I Inch s 30 ft. GRADING PLAN SHEET NUMBER--- 11745 Sw Pacific.Hwy A of 32 C2 If this n+rlice appears cle;nrer than the JUL U 8 W 110CIIIIIe11f, the dncurli.enl i� orAll n1:n•+�in�rl gnatil�. 11'll(`RO1'11,!111?n I�IiIIIIIII�ii�Il�ll�l�ilyt� ' I�It�l��ll+Ir � �1►1►II�+I+II�I !111!1+;111'1 + +�li!Iljl�l�l!I +I+I�I1�►1+±° � I;�i��l�l�iii i I{Iiljl�l�iill!^ Ii+�1�1�►ilIlll I I;�i+f i;{ilii ,iiilil�Iillli _1NCft I MAO[IM _ Illilllllll'!lll!! !!!II!!!II��I!I!ItN!I�!11! VIII+�!��!I'I•111.1!!�+�I!!!!{!,t!!4 ltt!�III!!!I�+i!i'1�1!!'!I1!I!i!ill!I? 1!tl tltl�!!1!II11!�!III!IItIIIllllt! i "~JON R.JURGENS FFAFFLE 5TREET � .f PORT D.OREGO N .r -- - -- - - - -- - - T-- __ - - 1 � E TL 401 I �' 1 I i I I., GA; 1.1ivE L , ."'� I J TAKEN FROM +: BUILT" 1 I I PLAN SUPPLE A c 1 I NORTHWEST N,. .A, MIN 1 i t I •I ' -=Z i ({ o 11 TL 600 ( TL 500 I II I j 1 I I1 1 IBUILD1 G5 Er.STING 1 I 1 0. � I / ►—� NORTHWEST 1 �-F` c= ( �.. RE r-Eti E / �� 1 BUILDING R✓ U10RK POINT 1 -�\' I :F�_�4� :S oC\:c .r.E61GN () / p li �aR�C�; TC' �C:.e G••'!NG- ; EC �E / 3EE E_E: R ��-- N 89'29'57 Y:i ' fes- 1; / • I i r`s �-' /-•�/f/f� /rLi�sLi�/•�-/�-J/-f� /f-r��/��fi'-�-/-t-//—t.'�/��r�i(/f-7'�i(;f%->J► -+--'+M ,o '`�� Q � , /� • NORTHEAST t s r ! 11 I K= C WORK POINT—II) . a -m` h ` 4ti^ c 4{ \� ,w x �. �� _ 'tom "•3:E t :ETUR,'NIN5RAD IUS �- -� r _. � _44r/1 TL 402 �E"^EN' oER F �E ",'.;R3HAL F- � _ _J ,i�,,1 1 tN .6 � '~' ,y �• ,yI ._ � EXISTING CONCRETE RETAINING WALL -------.---- 3 a�• j y / 5UII DING t 32,300 5.F. FIN. L.R. +233' LOAD'NG ASPHALT PARKING LO 1 IN # 6 �I1 ��' �e 26--T—R- 42.01- 5 I 42.03 9 GEWALK . <' EXISTING / O F"'It- .:S.oa� �s / RE TAIL- STORES , ` t` '=''`r�f� - f .> BUILDING 4H �i' E cs FIN. FLR •228' t ` b ✓ d d d i r f �� i r�t i T z � i' � is �� E -0 -9 e' (1 .0 / _ 1 0 •._ - 000 wI i 1 + f w f I# ! ^� r M 1 E _ ,t', .� ' , •.`` \, �E.C,�' �I �._�,, s BUILDING j {. .. . \..� }�.1��=- 1` ry✓� �' ,� ` �ItAN• II OVERHANG / r ) L r�� E ,/ 10 0, vK I� E c: rt N 1400 `� / �ilj<_PINC�C�OS S.F. _ �28fd_�"7F. r^ • v _l=G. ♦ - - �E-E4W N�; I* 5TALI-5 Gl'ri TRAINING CEN7EIR 1 4 v-- 1 ' aril,+'. � U►� . I cC ♦ r.. 5� \��_ ` _,_E5' ' SAN ACCE8S1E'LE' FIN. ELF•' +242' �l -"E@ + ♦ Y�I 1. _ ' r / , � TT ,r'IOAL�ASKING STALL pIMi=N�ION5 I-AN C NCAA a -0, y ie C. I t \ �G 1 \. � -'E� •a» / Ati CAFE LOT Ge VERAci= �;c ` C� - `� ACTUAL 1'.i3, c-, QEGlui�eED Ig' / I ,CE CURB TYP s s\ _� � � ` ✓ _ -- � P (---•-� � . g -� '` ' ExTRUGEC CJRE v�pw XQ �,/ RADII: TEL * ONE BOOTH �. 3 �g46; R3 • 2'-0' R.4rCIJS / �i1�1 QA 2 -6' RAGiJ5 6 Seo CHORD: RR 3 -0' RAGIJ"a pGPPN, N 59'25'48" E R6 3 -6' RAG'u5 101.81' R15 IQ* . 16 -C' RA=CJS / VrPg�\ RIE I8 -h RAC ',aS Revisions: re26 = 26 -C" RAf;luS EXI / — BUS S1Va3 - �� aus sTGF ocAT1oN "( SIT E, PLAN TIGARD OREGON \ WESTWOOD CORPORATION -- \ Project Number: / / 9$141-14 \ ( / File Number: \� \\� � 144,20;-N (1RA13HI DO*'! K—IB 94 30 e,o A - 1 11745 SW Pacific Hwy 70132 ( IN )•'�:)!�' I inch 30 fl _ If Ihic nolire appears clearer Ih:lu the \ ��II_ Q $ j� rtoclnnrnl, the dorllIlIvIll is of rnalc,iwll gnalil,. -�ij�!IIIIII 111 ill1ll{li�i,l ' illji�i�tli(i I rit�iyrjl{i�► ��11��►;r�ii� s }�i(Ili�l�i�! !ri�i�;;MAK NI CM l�lf�;'� ( 11111t11Ill�tltl.!Illlllil 1=lflt!nilll!i!IIIII!n, Inlr. �!► "i IL If SUBSURFACE EXPLORATION AND TABLE OF CONTENTS GEOTECHNICAL ENINEERING REPORT : Page Number 1 0 SUMMARY 1 2.0 PURPOSE AND SCOPE 1 3 0 SITE AND PROJECT DESCRIPTION 2 3.1 Site Descnption 3 2 Propcsed Project 3 4.0 GEOLOGY 3 PROPOSFD RETAIL DEVELOPMENT 4.1 Quaternary Geologic Setting 3 4' Site Specific Geology 3 4.3 Tectonics and Seismicity 4 5 0 SITE EXPLORATION AND SUBSURFACE CONDITIONS 5 1 Site Exploration 5 5.2 Subsurface Conditions 5 TIGARD, OREGON 6.0 LABORATORY TESTING 6 7.0 DISCUSSION AND CONCLUSIONS 6 8.0 DESIGN AND CONSTRUCTION RECOMMENDATIONS 6 8.1 Site Preparation 6 8 1.1 Dry Weather Construction 7 8.1.2 Wet Weather Construction 7 8.2 Proof-rolling 8 8.3 Fills 8 8.4 Foundations 9 8.5 Floor Slabs 9 8.6 Retaining Structures 10 PREPARED FOR: 8.6.1 Restrained Walls 10 WESTWOOD CORPORATION 8.6.3 Non-Restrained Walls 11 8.6.3 Retaining Wall Backfill and Drainage 11 8.6.4 Alternate Retaining Wall Design Parameters 11 8.7 Subsurface Drainage 12 8.8 Utility Excavations 12 8.9 Seismic Characterization 12 8.10 Pavement Design 13 8.11 Future Geote^.hnica! Services 15 9.0 LIMITATIONS 15 21-7409-00 L__l�t of Apt3erdices App,Tnda A Subsurface Exploration Lons Appendix B Laboratory Test Results Copyright 1994 by RZA AGRA, Inc. All Rights Reserved. MARCH, 1994 117'5 SW Pacific Hwy 11745 SW Pacific Hwy 8 of 32 10 of 32 Westwood Corporation 21-07409-00 March 31. 1994 Paye 1 March 31, 1994 21-07409.00 1.0 SUMMAFY Based on the subsurface exploration, laboratory testing, and geotechnical engineering analyses, the srte is geotechni-ally suitable for the proposed construction subject to the recommendations discussed in this Westwood Corporation report. Site conditions and Ivey design considerations are summarized below, and are discussed in greater 3030 S.W. Moody Avenue, Suite 200 Portland, OR 97201-4897 detail in the following sections of this report. Attn: Mr. Jerry Foy u Near surface soil conditions disclosed by the site reconnaissance and subsurface explorations SUBJECT: SUBSURFACE EXPLORATION AND GEOTECHNICAL consist of up to four feet of manmade fill in Isolated areas, underlain by one to two feet of black to ENGINEERING REPORT medium gray brown organic topsoil. The deeper, proposed building and parking lot subyrades will PROPOSED RETAIL DEVELOPMENT consist of medium stiff, moist, medium brown mottled silt to fine sandy SUL TIGARD, OREGON e The soils at approximate subgrade elevations are highly moisture sensitive and easily disturbed when wet. VVP recommend dry weather construction or installation of a granular fill pad over the Dear Mr. Foy- soft native soils to sijppor,construction traffic. In accordance with your authorization we have completed our geotechnical engineering report encompassing the subsurface investigation, laboratory testing, engineering analyses. and design and o Perched or static groundwater table was noted in several of our test pits at depots ranging from 11 construction recommendations for the subject project Based on our work it is our opinion that the subject to 16 feet below the ground surface in lite test pit explorations in March 1994. Sod color and texture are indicative of seasonal perched groundwater at proposeo subgrade elevations. Deep site is geotechnically suitable for lila proposed development subject to the recommendations discussed in utility excavations may encoun'er perched or static groundwater, and excavation shoring and the report The primary geotechnical cone-Tis regarding development of this site are grading with moisture dewatering should be anticipated. sensitive soils, subsurface drainage, and mitigation of potentially, soft, wet building and parking lot subgrades. Our design and construction recommendations are discussed in Section 8.0 of the attached o We understand that nearly all of the development area is in cut. but some fill will be placed on Tax report Lot 600, and granular fill will be used for base course. Structural fills should be compacted to the We appreciate the opportunity to assist you on this project- If you have any questions re,)arding this repotlL lullowing recommended levels (ASTM 0-1557): or require additional information, please contact our office at (503) 639-31400. Granular Fill -959'0 Respectfully submitted, Fine-grained fill outside foundation areas-92% Top eight incises of pavement/floor slab subgrade-95% RZA AGRA. Inc. Retaining Wall Backfill 88-00% /i The preceding summary :s intended for introductory and reference use only. Final design should be based on Vie information and recommendations discussed in this report R. Warren Krager, C.E.G.. Senio Engineering Geologist 2.0 PURPOSE AND SCOPE This report presents the results of our subsurface exploration and gr-)technir�al engineehr,g analyses fora \ � _proposed commercial development In 1 igard, Oregon for the Westwood Corporation. The location of the Stuart Albright, P.E., S or technical Engineer site is shown on the attached site location map, Plate 1. The proposed development and the approximate locmtions of the subsurfa^e exploration pits are shown on the site plan, Plate 2. The purpose of this work was to evaltia!e general surface and subsurface conditions at the site on which to base our recommendations regarding site preparation, grading, foundation and retaining wall design, drainage, pavement design, a,id other pertinent geotechnical design... i ronstnictien considerations 11745 SW PAciiic Hwy 11745 SW Pacific Hwy 9 of 32 11 of 32 If this notice appears cletlr-el' limn file JUL 0 81998 document, the document is of ntargin;11 gtr.1!ilY. MICRO ILMED 24 I)I�I�I{!{!{I !�!}!{ifljlil !{lj�jlj!{!{► l�r�I{�j3�lj!{!{� !ji{!{I,l�r{! ! Ejlj!;1�f�1{! ! ljiji;i'1�!{� ; fjt�i►I�1�1,1 ..; !�!illj jllll�I�!{I{1 I{f {i{I�I{({�� . INCH MAC_-IM (31 111111L _ -" JIM 39 E 1 epi 2 .,, II!�liIIIIII!SII!!I!11l�!!iIll Ili III!!!II!III!!i91!!Illl!l111(I�l!!!Iliili!!!i 4!(!�i!filli!!,!I!!!f!!I!il Illill!!i!t!'l�iif!T}!!�11I!!!ill�Illif!t!! nit'll it11111ijl!!!,1111!!"!illi !"'D 1Y�11 TP- 7 i o ---�� ❑ f P. g I I ❑ TP- LO T G~ � ❑ TP. 9 r ,� \J� - ❑ TP- 5I — -- — — — — — m A _ a I r O r 1� \ I L If -`- I — o 1 _ - I O I o ❑ -- - "'r, 4 �\ � PLATE 2 GRAPHIC SCALE RZA AGRA wo. 21-7109-00 8Ca _ BITE PIAN SHOW' C; GP.OTI!CO�ICAL TEST PIT LOCATIONS ia ,x DKmtEER=t OrmoNMExTAL IERyw.n DESIGN__ PROPOSED DP•VELOPY r - was DRAWN_ scs T*oon coRroRaTaotr 7Ir7SW.Tw:hCwdsrCr BTGMY 217 i 9W PAcI7IC SIG8IPAT �• rl&»4 0 spur fr=j"d DATE _3/29/94 TIGARD, OItDGM ( im FEE-z 1 pp— EM 524.'Wx7 Aw aM Wa 78W SCALE HTTTiUl llf t)N.r .�/ .wa- t�d-SEOWn"P"AAE nE vq�+}�7t�OF R7A ACf1A 0,71�QJLWIrs MV N*Wt 1174�i :;�N Pacific Hwy TTmlTEI3FPP;)DUCEDNrW1/1414C a TWVWFVr81�45EWLVR7AAGM 12 of 32_ If this notice appears clearer than the '� J U L 0 8 1998 document, the document is of marginal quality. MICROFILMED PDA.i�l .. T,. ; _ ; � }l1#1i1#{i��: 111{1��{��i{I . sr��lrt�rrr�rtll RI!,Itr ..d(IInlnrllrnr rra{url riil�r �►Irr firttirrt rru � �" u��. " �1ni, urs - ` � 'r��c�: r;rlrrrr rrrrtrrrr r • -♦ � :. a ... .. .. .�.,. Westwood Corporation 21-07409.00 Westwood Corporation 21-07409-00 Westwood Corporation 21-07409-00 Westwood Corporation 21-07409-00 March 31. 1994 Page 8 Page ` March 31. 1994 Page 4 March 31. 1994 Fage 6 March 31. Cor of working blanket lNormally the design, Installation, and maintenance of a working blanket Is mane ate Our tool e of work for tuts project consisted of surficial reconnaissance. suosurlace e;xporation;;, laboratory 200 and EI. 215 in the site vicinity. The groundwater how direction is expected to be generally to the south- E_p t.Al3URATORY 1-FSTING g geologic southwest, in the direction of Fanno Creek. responsibility of the contractor testing. georecnnic:al engmeenng analyses, review of general eolo is and geotechnical literature for this Laboratory testing was conducted on sons same led during tht field unvesugat,on of the subject property n area, ana preparation of this report. This report has been prepared for the exdusr4e use of the Westwood aid ui classification arid evaluation of soil engineering properties, and to provide trio basis for design Bedrock in the site vicinity consists pnmanly of Columbia Rrver Basalt or Boring Lava which is estimated to f3.2 Proof rolling Corporation. and their agents, for specific application to this project in accordance with generally accepted recommendations. Laboratory testing IncludecJ rn arra unit weight and moisture Content determinations, and This report may riot contain sufficient information for purposes of other lie within 40 to 50 feet of the ground surface at the project site. Following subgrade preparation in accordance �rrth the previous sections. and prior to fill or base COufLe geotechnical engineering practice, Po direct shear tests. The results of our laboratory analyses are used to develop our geaterhrn,cal design placement we recommend that all pavement, floor slab, and structural fill areas be proof-rolled with a fully- parties or other uses. No ry, express or implied, is made regarding the professional crrtena and construction recommendations discussed in Section 8.0 A laboratory summary Table is his report. 4. Tect me and Seismicity loaded t0 to t•? yard dump truck. Any areas that pump weave or appear soft and muddy atlduld txs recommendations provided int po _Q..-_3_ included in Appendix E3 at the end of this report No known active faults are present in project vicinity. However, older faults within the Columbia River Basalt overexcavatec7 and backfilled with compacted granular fill. If a significant length of time passes between completion of fill placement and commencement of construction operations, or d significant traffic has been with our proposal, P-94-178, dated March 7, 19 Our work has been completed in general accordancA 94 and group bedrock are inferred from topography and structural geology relationships in the project vicinity. The 7 p DISC S IS ON ANO CQNCLUS10N entrtled'Proposal for Phase 1 Environmental ord Assessment and Geotechnical Engineering Reoort, Tigard, structural geology of the project arca is primarily a function of deformation of the Columbia River Basalts Development of this site In accordance with current plans will require cuts up to approximately 16 feet in routed across the site, we recommend that the site be similarly proof roiled again before Shat placement ol Srt g Y Ry Y which is generally thought to be associated wito th3 northwest trending Clackamas Rrver-Portland Hills 20,000 cubic yards of excess soil was be base rock or concrete is allow Oregon'. Written autnoruauon to proceed with this work was ranted b Mr. Je Foy of the Westwood 9 height and minor tilts in some areas. It is estimated that about Corporation on March 11. 1994 Structural Zone. The structural geology frame work of the Portland area is complicated by neotectonic hauled off site. It is expected that granular haul roads will be required to support the heavy construction stresses related to Boring Lava volcanic activity and continued development of structural stresses. traffic. Other geotechnical concems include perched groundwater and wet sod conditions at subgrade 8`3 Fills D CRIPTION Any structural fills on this project should be installed on a subgrade that has been prepared in accordance �9 SITiti AND PR JECT �___ elevatioas, grading wrtn moisture sensitive soils, drainage behind retaining walls and under floor slabs, and Seismicity In the Portland area can be separated Into three types of earthquakes. These are: crusta with the recommendations in Sections 8.1 and 8.2 of this report. Fills should be installed In horizontal Illts �.�it of on pa tY foundation dralragc:. Foundation, retaining wall, drainage, and pavement design recommendations are he Intersection of S.W Pacific Highway (99-Wj and Oregon Highway not exceeding about eight inches in thickness, and shouid be compacted to at least 92%relative compaction The project site Is located northeast oft 9 Y g g y earthquakes. Intraplate earthquakes, and subduction zone earthquakes. On March 25. 1993 norUnnrest included in the following section along with recommended earthwork corastructicn techniques. Training Center in Tigard, Oregon. The project site is boarded for fine grained silty soils, and 9596 for granular soils. The top eight Inches of pavement or floor dab 217, immediately east of the General Motors g 9 9 I Oregon expenenced a Richter Magnitude 5.6 earthquake that resulted in significant damage to numerous Pacific Hi Ftvra , and the Pacific Crossroads re"atl center. The subgrade should be compacted to 9596 relative compaction. Landscape fills may be compacted to 8596 on the south by a Chevron Station, S.W. Pa 9 y schools, bridges, homes, and other public and private facilities. The epicenter of the moderate earthquake 8. DE I NAND CQNSTRIICT]QN iaECOMMENDAT1t�S �Yt Street and several commercial and resldenttaJ lots. was near the town of Scotts Mills, and the quake has been attributed to strike-slip or lateral movement on the relative compaction. Compaction specifications are based on the maximum dry density of the icon as project alto Is bounded on the north by PtMe q P 8.1 $its Preparatipn tilt Angel Fault The focus of this earthquake Is thought to lie several 10 to 20 kilometers beneath the ground obtained by the Modified PfOCt�lr Compaction Test (ASTM D 1557). We recommend that all development areas be stripped of topsoil, roots and other organic debris prior to At the time of our subsurtace exploration (March, 1994) the proposed development area was vacant- and surface, and is considered a crustal earthquake. The historical record suggests that this type of earthquake cutting, filling or other site work. Topsoil stripping depths are expected to Mary from approximately one to and small trees. The northwest comet othe development can occur at any time with magnitudes up to approximately 6.5. During warm, dry weather when adequate moisture content can be maintained, structural fills may consist of was vegetated by grasses, blackberries, shrubs, f two feet over most of the site. However, organic fill removal up to four to five feet In thickness may be impacted virtually any relatively well-graded soil that is free of debris and organic matter that can be compacted to the area had been stripped of topsoil, and petroleump product Pa iced soil was spread m a thin layer to allow required in some areas. Minor amounts of refuse will require removal and disposal. � � for organic o�has and topsoil aro preceding specrficatlons. The Walrus silts (excluding topsoil/organic soils) would generally be adequate for snil contamination remediation by aeration. Several manmade berms v g jrtraplate earthquakes occur within the subducted slab of oceanic crust beneath the western edge of the h minor refuse. North America plate. The 1949 and '1965 earthquakes that occurred In the Puget Sound area are examples these fills H placed and compacted near the optimum moisture content of the soil. The optimum soil present in the proposed development area, along with q g After excavating to the established subgrade elevations, we recommend that the resulting exposed subgrade moisture content Is approximately 15%,while the current moisture concert at the time of our exploration was of this type of earthquake. Magnitudes up to 7.5 may be expected with the focus at an estimated depth of 40 be observed by a representative from our office. Any areas of soft or undesirable soil should be as high as 36.51(•,. If moisture conditioning is required, a day or more of warm, dry summer weather may be Based on topography provided by Westwood C,orpo.ation, the elevation of the development area ranges to 60 kilometers directly under western Oregon and Washington. Overexcavated down to firm silty soil. needed to dry ea• .h eight Inch thick Irft of rine grained fill. Occasional mixing or disclng may be required to from approximately El. 249 on the east margin to approximately Et. 224 near the site entrance from S.W. drama this a a features are not present, as ado Subduction zone earthquakes the strongest type of earthquake expected In this region,Wtih magnitudes es are gypobtain the optimum moisture content or the fill material. It may require large areas of the site to spread and Pacific Hir,hway on the South margin Well developed surfaceg We have provided recommendations for both wet weather and dry weather constru mon. However, duP to dry the sod in preparation for use as structural till. forms a drainage divide between two small,west flawing tributaries of Fanno Creek. Our evaluation of reaps up to 8.0 or greater. This type of earthquake has not occurred within historical times. However, the geologic the moisture sensitive nature of the silts at this site, we recommend that the site be prepared during dry and histone air photos indicates that the proposed development area was used primarily for sing"mily record suggests that these large events occur on average every 350 to 700 years. It Is estimatey that thelasi weather to minimize disturbance to the subgrade. If wet weattier grading Is attempted, we anticipate that v been used n earthquake may have occurred approximately 350 to 400 ears ago, and there is reason to it will not be possible to dry soil during cool or wet weather, or it perched water is present. In this case, we residence during the 196(1s and early 1970s. The development area does not appear to have Subduction zone e q y P Y Y 9 pumping and/or rutting of the subcfrade will result, and th.;se areas well require overexcavat,on and n Of P.Arth • reroramerrd the use of well graded gra+hilar snit with no more than 59'� by weigh passing a No. 200 siev©. during the past 10 to 15 years. expect this type quake ,o occur in the future. stabilization with granular material in accordance with Section 8.1.?. This material should be approvers prior to use. 11745 SW Pacific Hwy 11745 SW Pacific Hwy 11745 SV.'Pacific Hwy 11745 SW Pacific Hwy 17 of 32 19 of 32 13 of 32 15 of 32 Westwood Corporation 21-07409-00 Westwood Corporation 121-07409-00 Westwood Corporation t 07109-00 Westwood Corporation 21-07409-00 Page y March 31, 1994 Page 3 March ,11, 1931 Page , March 3 t, 1994 Page 7 March 31, 1994 13,4 Foundations 2 Pr osed Pro ect The intent of this section is to provide general knowledge of the geolo(aic history and current geologic t3 1,1 .Dry Weather Construction - Seasonal wettin+7, drying, freezinq, and thdwinq has loosened the near � _._� �_ The medium stiff undisturbed native silts are suitable for support of light to moderate foundation loads. We It is our understanding that a 32,380 square foot retail store will be constructed in the central pat of the conditions In the site vicinity. Site specific seismic response analysis and other site specific geologic surface silty soil;. Atter topsoil stripping and excavating to heal graces, but before any new fill Is Installed, recommend that an allowable bearing pressure of 2,000 psi be used for column and perimeter footings. This property. The store is expected to have a slab on grade floor with CMU walls alid wood or steel frame roof research is beyond our scope of work for this project. We would be happy to provide ycu with geologic or we recommend that all pavement and floor slab areas be scarified to a depth of at least eight inches. The •• it r m CYed seismic research references upon request. scarrfied soil should be moisture conditioned as necessary and compacted to at least 92'16 relative to ASTM allowable bearing pressure assumes that foundations are a minimum of 12 inches wide and are a minimum support. Conventional spread and perimeter foundations bearing on undisturbed hat 4 silt o co pa of 18 inches below lowest adjacent exterior grade. This bearing pressure may be increased uy one-third for crushed rock are anticipated. The finished floor elevation of the building is planned at El. 2333, which will D-1557. Even during dry weather it is possible that areas of subgrade will become soft or will oump. Soft or short term loading such as wind or seismic forces. require cuts in the depth range of approximately two to 12 feet across the building footpnnL Deeper cuts will 5.0 SITE EXPLORAII N AND SLIBSURFACE CONDITIONS wet areas that cannot be effectively dried and compacted should be prepared in accorrian^e with Section be required in the south end of the proposed development area. 5.1 Site Exploration 8.1.2. Firm, undisturbed foundation subgrade in cut areas will not require scarifying arvi recompacting For dead loads less than or equal to 120 kips for columns, and in the range of 4-0 kips/ftfor continuous The field investigation for this project was conducted during the week of March 21 25. 1934, and consisted of footings we do not expect total foundation settlements to exceed one inch, and differential sett;emerts to Cuts along the west property line will be sloped at 2H:IV, and/or retained by a concrete or Keystone well. surficial geotechnical reconnaissance of the proposed development area, and subsurface exploration to f,�'1.2 , t Weather Constar ion - During wet weather or when adequate moisture control cannot be ro building, and structural fill areas. maintained for the fine-grained soils, I: may be necessary to install a granular working blanket to support exceed one-Half inch. Rapid settlement of foundations are expected, with nearly all of the settlement to be We expect retaining wall heights to be up to approximately 10 feet above the parking lot grade. Access to proposed 9 complete by the end of construction. construction equipment and provide a firm baso on which to place subsequent fills and pavements. the proposed retail store will be from the existing Pacific Crossroads retail center driveway from S.W. Pacific Highway. Construction of utilities. site drainage, paved auto parking areas, truck access drives. and minor The subsurface exploration consisted of nine backhoe excavated test pits located in proposed building and Commonly the working blanket consists of a bank run gravel or pit run quarry rock (six inch to eight inch For passive pressures in resistance to lateral loads a 150 pd equivalent fluid unit weignt may be used for the andscaping are included in the project. parking areas. Two test pits were excavated in the proposed fill area on Tax Lot 600. The subsurface maximum size with no more than 5% by weight passing a No 200 sieve). We recommend that we be native silty soils or compacted fine grained Sails, excluding soil within one foot of the surface where no explora!ions were approximately located by pacing from property lines and site features shown on plans, consulted to approve the material before installation. passive resistance should be used in design. A 350 pc,-f equivalent fluid unit weight may be used for lateral We understand that the real estate agreement for this project involves acquisition of the southem portlor and the locations of the subsurface explorations shown on the Site Plan, Plate 1 should be corsildered earth pressures in cpacted granular fill. Abase friction equal to 40% of the vertical load may be used at lots fronting on S.W. Pfeifle Street At least one of these jots is to receive approximately two feet of strtxxural approximate. The working blanket should be installed on a stripped subgrade in a single lilt, with trucks end-clumping off rlm the base of foundations as sliding resistance. an advancing pad of granular fill. After Installation, the working blanket should be compacted by a minimum fill which will be included In the grading portio n of site development Subsurface materials and groundwater conditions observect In the test pits were logged in the field by a of four complete passes with a moderately heavy steel drum or grid roller. Vibratory compaction is nrcrt If foundations are excavated during wet weather it may be necessary to install a thin layer of crushed rock or �s.0 GE L Y geologist of'AZA AGRA, Inc. Representattve samples of the site soils were resumed to the soils laboratory for recommended as this action may result in pumping of the underlying native soil into the granular fill. lean concrete in footing bottoms to minimize subgrade disturbance during placement of forms and q further examination and classification. Disturbed and relatively undisturbed Shelby tube samples were reinforcement steel. 4.1 uatemary GealoU!C SP.ttin Based on our office research and subsurface explorations, we have established that the near-surtace collected from the test pits. Descriptive !ogs of the exploratory test pits are inducted in Appendix A at the The working blanket must provide a firm base for subsequent illi installation and compaction. Ordinarily° a geology of the site consists of Latr3 Pleistocene age lacustnne deposits of silts, very fine-gained sands, and end of this report. working blanket of 12 to 18 inches is adequate, depending on the gradation and angularrty of the granular material. This assumes that the material is placed on a relatively undisturbed subgrade in accordance with 8.5 Floor Slabs - a trace of day. This primarily silt deposit is referred to In gcctogic literature as the Willamette Silt Formation. material. slabs on grade should be prepared in accordance with Section 8.1, Site Preparation. We recommend The Willamette Silt Formation Is a abaci; water lacustnne deposit resulting from repeated tempVary 5.2 Subsurface Conditions the preceding recommendations, and that it Is not subjected to frequent heavy mnstructfon traffic. Soft,wet that any floor slab areas be proof-rolled with a full� loaded dump truck. Any areas illat pump, weave. or Inundation of the Portland Basin arvj Willamette Valley by Pleistocene glacial rtutburst floods of the Columbia The subsurface explorations are widely spaced across the site and it is possible that some local variations areas or construction haul rotnes for dump trucks may require a granular working Ldanket thickness of two appear soft or rrltxidy should be overexcavated and stabilized with compacted granular fill. Floor slab River. The last of these great floods, also thought to be one of the largest, occurred about 12,400 years ago. and possibly unanticipated subsurface conditions exist Based on the Investigation we interpret the Will feet or more. conditions from the existing round surface to a depth of about 16 feet to be generally medium stiff In desitln thickness wi I be controlled by the subgrade soils in the building area. For recorripacted silt strbgrtde Only slight weathering and erosion, sod horizon development, and minor cultivation have modified the ske g 9 If particularly soft areas are encountered, approved filter fabric Installed over the silt subgrade may be at this site we recommend using a modulus of subgrade reaction of 200 psi/in. A minimum six-inch thick sols since their deposition. consistency,damp to moist, mottled, micaceous silt to clayey silt Pa Y Pp 9 Y substituted for several inches of working blanket thickness. Filter fabrics should be of a non-women, non- compacted crushed rock layer should be installed over the prepared subgrade to provide a capillary banner and to minimize subgrade disturbance during construction. This cn.ished rock material should be well- 4.2, Site 5 ific eol Perched groundwater was observed in the test pits at depths ranging from 11 feet to 16 feet below the degradable type. It desired, we can provic;e you with sample specifications for this material. graded, angular, and contain no more than 59'o passing a # 200 sieve. The geologic conditions pertinent to this project consist primarily of medium stiff, moist to wet, medh.im ground surface. It Is expected that perched groundwater levels develop during rainy periods, .and brown mottled clayey silts and very fire grained sandy silts of the Willamette Silt Formation. The mottled construction excavations may encounter perched groundwater 'rf construction occurs during wet weather. Construction practices can greatly affect the amount of working blanket necessary. By using tracked ed The proposed building will be in a relatively deep cin, and subsurface explorations in this area encr3urlter appeaianc,e of the silty sediment may be due to development of seasonal perched groundwater above less Deep utility excavations may encounter static and/or perched subsurface water, and it is possiNe that equipment and special haul roads, the working blanket area can be mitlirrllzed. The routine of dump trucks perched groundwater at the approximate subgrade elevation. We feel that the possibility of moisture pefmnPable sr':Ij layers- 53sed on our research w,,,expect static a,nurviwater to lip approximately between B. trPrich dewaterinq will be nP.cessary 0 groundwater is presir-n!, End rubber-tired equipment across the site during wet weather may require extensive areas and thicknesses 11745 SW Pacific Hwy 11745 SW Pacific Hwy 20 of 32 11745 SW Pacific Flwy 18 of 32 11745 SW Pacific I I nay 13 of 32 14 of 32 JUL 0 81988 if tllis notice appeal-s clearer- than the document, the document is of marginal quality. N'11CR.nr11,NIFD ?li►Et�i�i ,l�! ii;��Iilil�l� i�til�i�l��i;►��li�!I'�ilil�ij�j}j;i�i�� ,'j;�;ijj �i�i i i�►lj;i�jlj'jl�i}�}j�il��ili i i�i�i�ij��j,� i i}i}i�j�t}jai}� �'liililjEili�i '�j �i�i��i�i' 100014 IMASE w G'HNA DE �`t1 ii--�--- t tl,tr ,It f, ,•,1 1 �,1,,, �,t , I I ttlltttli�. 1 III i�Itlll j111I1 11ililll iliil i ill 11111{{ li{i�ii11111i1 flit illiil tl I'lill It lit 1 I i Ii"1 I i+ii ll) Vi li j�fttlt �Ill�llllillllll!.! ..1.. .,,,111! ,, ,!Ifj!1> , . , �.. ,l.Fi�L...,• ,•,„!�•.,,. ,.,, ,,.�, ,iI„• .,I•.i,l„ I.+i. il,tiil,E,�lll. !1,f�liLji!(,..,I IMllil..jll.,�,l 1... 4i►t ,.. il,,, ll.l�H,t�lf'ill,!II' ll��; ,J{Ii�;I„ 21-07409-00 Westwood Corporation 21 ,0740[100 Westwood Col Doratlon 21-07409-00 Westwood Corporation Page tU (.larch 31 1991 Page 12 March 31. 1991 Page 14 _ i_ ♦_ r` -- r...: ,•f eAz March 31, 1994 5% nr::. ;17G !Q 1 v1. purr 1 CEMENT CONCRETE PAVEMENT: -�r: PORTLAND accumulating under the budding floor slab exists. it floor moisture Is a concern he recommend Installing an 8.7 Subsurface Oraina e --` -r °� ✓P' ---�-`l P.0 C `�' --�� " floor moisture. To ti'�e emphasize that subsurface ara:na a is a key design consideration as the r000sea cuts may intercept A prox. Number Approx. Number of Crushed Rock mbrane between the crushed rock dna the floor slab to minimize oo stu e p 9 y 9' P Y P P l me f -k per t8 kip design axles �� •--t �. � `I� y_ . �� i i •.� impermeable I o Trucks p Thickness Base Thickness • `"-' •�Y r r r • �` rat unn oosrtrve surface drainage should be maintaii -d away from al a_ y + r rte O it`1 in in \� ti . L ,-�-%-� -„r• i t be installed In accordance with the manufacturers perched groundwater. During s contouring , 9 Dav Leach way, Lt0 �• -�-� maximize water tightness, the membrane mus •• �, :r the membrane. The lower building touixlanons. Perimeter footing drains should be Installed around all ertenor footings at, or slightly ") s ':krl�4-;A�, ' .�a.r«,• _ -- �"' both below arid above g �� recommendations Normally, a thin sand layer is placed 0 `� ar , �.�N...a..� _ n \ n w oo SITE '• .. 5 22 .0 "' . during construction, and the overlying layer Is to prevent below, the base elevation of the footings. Under stab drains should not be necessary artless seeps, springs. 44 5.5 0 ' ` •`� f' rid layer Is to protect the Darner from punctures d g 10 ' ` r Y dttferentlal moisture loss in the concrete gel which can result in slab curl. In general, a 6 mil polyethylene or persistent soft spots appear in ;he building subgrade t 5 - 25 110 6.5 0 �.\ �. r• a � � l ttable for this u se tf the contractor takes Care n,ut to damage or tear the material donne; 50 220 6.0 6 �- c - • i \`�_ c�c�__ �``..�. M 1•. •�-i .s-r-- •� ` •rte tamer Is su P All drainage systems should be sloped to drain by gravrry to a stem, sewer or other posrtrve outlet. Water 100 440 7.0 Instaliat on. 7.5 ' from downspouts and surface watar should be I,idepe, gently collected and routed to a storm sewer. This 150 660 system. foundation and retaining wall detaAs �• „• �� 1\�e `� � � M � '�' water must rot be allowed to enter the subsun.•ce drainage y 8.6 Retaining Structur 3 -?:= ✓^ .�� 11' „I can be provided upon request. , for design of retaining structures. ASPHALT CONCRE-rE WITH ASPHALT TREATED BASE: The tables presented in this section summarize our recommendations These r that will develop in an active or at�ast �, , • i` y �•• � '.•�_ \ . w best estimates of Ion term pressures t p ,�,' �.,' '�;- ;•4:,'�, �t1 . ,,i• .,,-y �o Z �, •y �- These values represent our ben e 9 � 8.8 Utilit�Excsvations Approx. Number Approx. Number of Asphalt Concrete Asphalt treated : .•.... ! • � ,- c:'• � r� ,��;:�• . 'fie r f safe a�a included in these numbers. These values assume that retaining ta:e of stress No facto o safety of Trucks per 18 kip design axles Thickness Base Thickness �; i T� s the exploration pits were excavated easily w.th a standard rubber tired backhoe. No rubble fill, boulders, or Dav ( each ways (t000Z in) r ures will be adequately drained by erther weep holes spaced no more than six feet on center or by , / o other excavation obstructions were encountered during our subsurface exploration No sidb wall instability rated pipe subdrain installed in a property graded filter material or wrapped In a filter fabric (also see 5 22 2.0 6 o t pe rfo p pa 19 w observed in the exploration pits. However, minor seepage of perched groundwater was noted at depths 44 2.q 7 as10 •res•• .�1 .• �.., •...�• � oy � �.. SaclJon 8.7). Retaining wall backfill should consist of relatively free-draining granular cull iigt3y compacted. 66 2.0 7 of 11 to 16 feet in several of the exploration pits. 15 not in excess of 9096 relative to ASTM D 1557. Overcompaction can greatly increase retaining wall 25 110 2.5 7 � '. � •I� ,,.. ..;• �.' v� 50 220 3.0 8 lid. t� ��: = -%;��+' 36 `•_� , �",7i 'i�� l I -essures. Although not observed In the exploration pits,vertical slopes in fine-grained soils of this nature often collapse 440 6 = - �J suddenly and withowarning particularly In the presence of perched or static groundwater. It Is 150 6f`�Q "7 u' � - j , --------) 8 6 1 Restrained Wa1PS - Restrained walls are any walls that arr. prevented from rotation during backfil!ing. recommended that all utility excavations deeper than about four feat be shored in conformance Kith OSHA of restrained wails. In rf Most basement walls are restrained at the top by a floor araC tall into the category standards, or be sloped no steeper than 1 H:1V. Flatter slopes may be necessary caving occurs. or d heavy Notes: addition, any ret, walls that are rigidly connected to buildings or that make sharp bends may fall into flows of groundwater are encountered. During the winter and spnng, excavations below perched or static � � � -r- •� M 1) All pavement sections were designed using APSHTO design methods. �•- '� ' t �,.� 'j � .:• t 7� `• /i ?!' a-• DUADRANGII:I.ourloI SI ned for the pressures shown below �i nal dewaten. with a sum um Shoran and dewatering j, �, w=•• �� '" ' his category. We recommend that rigid walls be designed P groundwater are expected to require occa.,o g P pump. 9 2) All pavement sections assume an AASHTO reliaailrty level (R) of 9096,with a terminal serviceability of C ,'f" ; � ' C '� /� is Systems are typically designed arid proviclM by the contractor. 2.0 for asphalt concrete, and 2.5 for cement concrete. Backi'ill Slope Equivalent Fluid Pressure Hon�gnt f illi ��l �.�1.>.�ld�fl. I I h �tcrizdtion 3) T1ie 18 kip design axle loads are estimated from the number of trucks per day using State of Oregon SCALE 1.24 u OO Q,�_Se'sm'c C bra typical axle disinbtrtions for truck traffic and AASHTO load equivalency factors, and assuming a 20 I i 0 ""c Level '� - Recorded significant seismic activity in the immediate vicinity of this site is limited. Currently the site Is to year design life. 1000 0 ,000 tcoo �000 •uai soon a-I rcoo rcET 3H:1 V 80 ter---r- UBC zone 3,where a Z factor (developed to be equivalent to peak effective horizontal ground acceleration in , 5 o _ r �,�oMc�cR 2H:1V 100 4) Concrete design based on a modulus at rupture equal to 550 psi, and a curapressive stren;7th of -ER >2H:1V Not Recommended g's) of 0.30 may be used. A site soil coetticler•t S3 with a S factor value of 1.5 may be used in bV ase shear 4000 psi. CONTOUR i r NATIONAL GEODETIC VERTICAL 1 100 FEET AL DATUM OF 19:9 calculations. The site's near sur'ace sods are not particularly susceptible to liquefaction, and dunng a zone 3 5) Concrete sections assume plain jointed or Jointed reinforced sections with no load transfer clovices These pressures represent our hest estimates of actual pressures that may develop and do not contain a avert we would anticipate that softening of the site sc;iis. would be minor and would result hi nr.•giiglble at the smoulder. :1-740o-01� P RZA AG RA W.O. SCB footing settlements. Development of site specific seismic response spectra is bey nd the scope of cur work, DESIGN SCE SITE VICINITY WOO 6) Asphalt Treated base refers to 'Plant Mix Asphalt Treated Base` with a rrdnimum Marshall stability Of ENGINEERING�ENVIRQNYENTAL SERVICES PROFOSED DE'PEI,OPMENT - irES•rirooD CORPORATION tactor M safety. and we recommend designing the proposed project in accordance with UQC design emend aril local 1200 lbs. DRAWN sc nlcsaAY 2I7 c ea PACIFIC tIIG1tAAY le'7SW red,cwnerU U/rl-E 71:9/94 TIr,.ARD, OREGON Pablo.Qrs 972 `L'4 building codes. Ph"(SM)E39.7 MFarY (501&'r7rr:' n. SE EDRAWNGsµ n"F � ar AEPaTYCFIVAACAAOONSarn#CAMHW v,F,wK.u,t uM r c ti•�Arx rn AE AE►RCxx10ED ria ANv w�N��cCEPr w+n.ns warms rtxeT or RIA Arm 11745 SW Pacific Hwy 11745 SW Pacific Hwy 11745 SW Pacific Hwy 25 of 32 27 of 32 11745 SW Pacific Hwy 23 of 32 21 032 Page 15 WesrwOCd l.crporattdn Pa ^1-07409-00 Vestwood COrporatiori Westwood Corporation 21 07409 0!) Page 13 March 31. 199.1 March 3t. 19 wesnvood Corporation 21 07409-00 g 21-07409-00 Pagett March 31. 1991 Tigard Commercial Development March 31, 1994 94 page 1 TEST PIT LOGS If pc sibie construction tratf c should be limited to unpaved and untreated roadways, or st':'cr•'fily De Ih ft. Materials Encountered 8.6.2 Non-Restrained Walls - Non-restrained walls have no restraint at the top and are free to rotate about 8.10 Pavement Design constructed haul rocas. If this is not possible, the pavement design selected tion Tcble 5 0 should ihcltxie their base. Lateral movement at the top may be up to w2no times the wall height. Most cantilever retaining In order to facilitate pavement design, we nave reviewed CBR tests on the clayey spit soils sampled in the site Tr+st Pit No. 1 an allowance for construction traffic. walls tali into this category. %'Ye recommend that non-restrained walls be designed for the pressures shown vicinrty it Is our opinion that these tests adequately represent the site sods that will be exposed at the 0 t.0 Soft, damp, dark brown Topsoil. in the following table. proposed parking lot and access drive subgrade. Based on this Information we feel that the following should Stabilizing the top of subgrade with a fabric may be helpful and economical. We would be happy to provide 1.0 16.0 Medium stiff, damp to wet, light brown and an mottled micaceous clayey be used for pavement design: appropriate fabric specifir-ations and correspondi,ig rock thickness reductions upon request Silt with trace very fine grained Sand. No groundwater observed. Backfill Slope Equivalent Fluid Pressure Honzantal/V/ Cri'gaI Ik�s. U ft, Relative Resilient Gompsctten rBiT k value Modulus (ani) 8.11 Future Geotechnical Services Test it N�2 Level 30 3H:1V 50 9cl% 4 125 6,000 We recommend that we be retained to review the final plans and specrfications when they become available. organic Topsoil. 0 - 1.2 Soft, damp, dark brawn roory 2H:1V 60 This will allow us to evaluate whether any change in concept may have affected the validity of our >2H:1V Not recommended 1 2 - 16.5 Medium strff, damp to wet, light brown and tan mottled variegated We have alternate pavement designs for both asphalt and portland cement concrete. AJI designs have been recommendations, and whether our recommendations have been correctly interpreted. In order to correlate micaceous clayey Silt. No groundwater observed represent our best estimate of actual pressures that may develop end do not contain a prepared in accordance with widely accepted AASHTO design methods. We have provided a range of preliminary subsurface data with tl,e soil conditions encountered during construction, and to evaluate These pressures pavement designs for various traffic conditions. These pavement sections are provided in Table 8.10. construction conformance to our report, we recommend that we be retained for construction observation o Test Pit No. 3 factor of safety. Pavement Designs. Our designs assume that the subgrade will be prepared in accordance with Sections 8.1 stripping, grading• compaction, foundation excavation3, and other soils related details of this project C - 1.0 Soft, damp, dark brawn organic roory silt Topsoil. 8.6.3 Retaining Wall Backfill and Drainage - In order to minimize wall pressures, ba:WHI behind retaining and 8.2 except that the top eight Inches should be compacted to 95% relative to AASHTO 17-180 or ASTM D- ttial. The backfill should contain a maximum of 5% by 1557. Specifications for pavements and base course should conform to r.uIrent Oregon State Highway 9�. LIh11TAT10NS 1.0 - 120 Medium stiff, damp to moist; tan and brown variegated mottled micaceous walls should consist of free-draining granular material. clayey gilt. f material which passes the #200 sieve. Overcompactton of this fill can greatly increase lateral doe Department specifications, with the addition that the base rock should contain no more than 5`X passing a The conclusions and recommendations contained in this report are based on information obtained during weight o #200 sieve, and that asphalt concrete be compacted to a minimum of 91% relative to Rice density. our field investigation, laboratory testing, enginesr.r.g analyses, ani nit Information provided by Westwood pressures. We recommend that this fill be compacted to betwraen 90% and 92% relative compaction (ASTM Test Pit No. 4 Corporation and Jon R. Jargons aril Associates. If subsurface conditions are encountered that are D-1557). In addition, we recommend that all till within about five feet of retaining walls. be compacted with substantially different than those described herein, or it the project details have been significantly modified 0 - 1.2 Soft,damp, dark brown organic roory sift Topsoil. lightweight, hand-operated equipment. _TABLE 8.10 PAVEMENT DESIGNS from that described herein, we recommend that we be requested to review this report to reevaluate our 1.2 9.0 Medium stiff, damp, tan and brown variegated mottled micaceous clayey conclusions and recommendations. Silt. The retaining walls planned for this project will require drainage in order to alleviate fluid press ire caused by laterally migrating, perched water. The walls should be drained by either weep holes spaced no more than ASPHALT CONCRETE PAVEMENT: Unanticipated soil conditions are commonly encountered during construc'Jon and cannot always be ix feet on center or by a perforated pipe subdrain installed In a property graded filter material gar wrapped In Test Pft Nom s Approx. Number Approx. Number of Asphalt Concrete Crushed Rock determined by a normally acceptable stlbsurfac;e exploration program. Such unexpected conditions a filter fabric. of Trucks per 18 kip design axles Thickness Base Thickness frequently require additional expenditures to attain a properly constructed pro ect Therefore It Is prudent to 0 - 1.0 Soft, damp to moist, dark brown organic roory sit Topsoil. Day(each way) (1000) in AW allow for such unforeseen conditions in both project schedule and construction budget 1.0 - 14.0 Medium stiff, damp to moist, tars and brown variegated mottled micaceotws clayey Silt. Perched grourxhvater seeping into test pit below I, feet m.4 Alternate Retainina Wall Dein Parameters - To aid in the design of wail systems, other than Auto Parking 10 2.0 7 cantilevered walls we have developed the soil parameters presented below. The values presented below are 5 22 2.5 8 If you have any questions or desire further information, please feel free to contact the undersigned. 10 44 2.5 9 Test Pit No. 6 for on site silty soils and engineered silt fills. The values ^ssume that the foundations will be ex_�Mted to t5 66 2.5 10 firm native soil, 50 220 3 5 11 25 110 3.0 10 RZA AGRA, i!nc. 0 - 1.5 Soft. moist, dark brown organic Topsoil with roots to 2 feet. 100 440 4.0 12 i 1.5 4.5 Medium stiff, moist, medium brown clayey Silt. Design Parameter Value 150 660 •i 0 13 4.5 16.0 Medium stiff to stili, moist to wet, medium brown and rust mottled o Angle 27.5° -� Cohesion 250 psf R. Warren Kraqer, C.E.G., Sr Enqineering Geologist Stuart €.'-Albright, FLnior Geotechnical Engineer micaceous Silt. perched groundwater at t6 feet. Moist Unit Weight 12.5 pcf Allowable Bearing 2000 psf in firm, native soils 11745 SW Pacific Hwy 11745 SW Pacific Hwy 28 of 32 11745 SW Pacific Hwy 26 of 32 11745 SW Pacific Hwy 24 of 3?_ 22 of 32 JUL 1998 If thio notice appears clearer ti ;Irl II►i i document, the docrrrncnt i� of rn;tr+ in,tl yu;llit�. MIC1101-IL.MrD I�►�I I�i�1+I I�I�I�Ijijl�! I I;itl�l�l,1�i ! E�I�f�l`I�!;I{I ;� � i�ji!4!�!,I ,,j�!;I�i�l�! i I�i�i1�!�I !II Ill�j�l,l�l�l I I�I (!�I�l�! ;i itl�l�l,l�fi�!�I�I li !�I�l!i►1�1�1 ��I �I�I�IlI�II _I INCH MME 0 CHINd1 _. ........... 1 «; s - 1f` Tt� rti` 1�i !II�IIIIIII'lI11!IIlii�ill� � dilillfll�!!ll iiiiiill !I!!i!!tl illi{il)I!ilii�l'liiilil�hlliilli�ifli)li'iiiii, tIl!�llllilllblit;l11f1�1111!!!1f�t11! i!!!�Ii!' !1!! !iliii�liii!lllt�l!il!ill1�lltl!f111�11)i 1111�1I11!!ii,E{illilfll,,,Itjl,l,l l 1 . „I ) r*. so Westwood Corporation Tigard Commercial Development 21-07409-00 March 31. 1994 Faagsge22 Moisture Content TEST PIT LOGS Test PitD ih i Materials Encountered TP-1 _ 4 5' 2i 7 t Oe th ft) - _ TP 2 _ 2E,4 Test Pit No. 7 � TP-3 9 � 27.9 TP-4 9' 26.8 0 1 Madium stiff. damp, rnemurn brnv%n gravely silt Fill TP-5 14 28.2 TP-6 1 13' i 36.5 1 5 . 9.0 Medium stiff, damp to moist, rne(!ium brown lightly mottled micaceous SUL 9.0 13.0 Modium stiff to soft. moist to wet, meoluin brown, tan and light gray mottled Silt to clayey Silt. Perched groundwater seeping into test pit below 1 t feet- Insitu Dry Density/Moisture Content 13.0 15.0 Soft, wet, heavily mottled nest and light gray brown clayey SUI_ Test Pit Depth i Pct TP-1 1 14' - 15 5'l 104.9_ 22 Test Pit N0. 8 -- TP-2 0 - 1.0 Soft, moist, darn gray brown organic rooty Topsoil with blackberry roots to 1.5 feet. 1.0 - 4.0 Medium stiff, moist. medium brown and tan mottled micaceous clayey SUL Test Pd N0, 9 DIRECT SHEAR TEST RESULTS 0 1.0 Soft. wet, medium gray brown orgar is Topsoil %vnh blackberry roots. — —� 1.0 - 4.0 Soft.wet, medium brown and rust mottled micaceous clayey SUt 2000 T 1500 1000 f�_- �'i p 27.5 500 c = 250 psf 0 ----+------ - 0 500 1000 1500 2000 an ttlsq. ft •�r�YI.W u,.w►wc 11745 SW Pacific Hwy 11745 SW Pacific Hwy 29032 31 o132 Appendix B Appendix A Laboratory Test Results Subsurface Exploration Logs 11745 SW Pacific Hwy 11745 SW PAcific Hwy 30 of 32 32 of 32 JUL 0810 If this notice appears clearer than the document, the docnment is of marginal quality. MICROFILMED �i�i! �iiil!1 !ii! i�i�i!IJI i�!��i;!rf ! !JI;lili!!li!11 !��fi!i�i;;ii►►,�iii!'i'( -111,��i►!! Ii;li�(ilii LIN1111110011 ii►ii!�IIfi1► �iiii�►lil!li �!ili!i!i!►!ii INCH iKOW 1N l'FillW _ 4X D E � i 11 I I lilllli 1 I ill f li i I , ,f I t i,lllilllii nl illl,l I ill! lilt , ii I 111 i ilii! �,fl„{1141j.i,{i{1{, .,�„i. . 1��.��11!1,11i�1,11,n.,,,., 11111,1„,11ii11r11,1„11lf,Ei.1.1i„!, .11...,..,... Ill,,.,.,i.l I....i....il.i.,1.1 I,..fll.� .... ►4nl�l�l��lrl ADDRESS: i:\records\microflm\targets`huilding.doc CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line:639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg.'Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. Sen. Sewer Gas Line Appr/Sdwlk Reins. Other: r Date. — A. P.M_ Entry Address: 14 , Tenant: _ Ste:__ MST: MEC / C./�.G MEC— Con/Own: ��( , • / :—. PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: C Inspector.) Date: AAPPROVED —DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspaction Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mech, Rough-in Gyp. Bd. -Bldg San. Sewer Gas Line Appr/Sdwlk Reins. Other: - Date: c;1A.M. P.M. Entry: Address: 7 -- Tenant. 4 Ste: _ MST: BUP: _ Con/Own: _ MEC: .. PLM: ELC: �— THE FOLLOWING CORRECTIONS ARE REQUIRED: ELF �— IInspe�r: - ------- Dater APPROVED —DISAPPROVED/CALL FOR REINSP. CF CO --T February 1, 1996 CITY OF TIGARD OREGON MONAGHAN FARMS,INC 7 14120 EAST EVANS AVE. AURORA,CO 80014 Re: PERI%IIT#SIT94-0019 at 11745 SW PACIFIC HWY Inspection(s) have been conducted on this project. However, we have no record of any subsequent or final inspections within the past 180 days. Please note that permits become void if there has not been an inspection performed for over 180 days. In that case,the Building Division may require a new application and fees to continue work. The City may also pursue civil enforcement if work has proceeded without inspections or if an unfinished project is outstanding. Please advise the Building Division, IN WRITING, within 15 days, regarding the status of this project. You may request additional time to complete the project. Respond, IN WRITING, to: Building Division, 13125 SW Hall Blvd., Tigard OR 97223. Be sure to include the following information: 1. Permit#. 2. Address of property. 3. Your name. ) 4. Your day time phone number. J-s-�- � If you are ready to schedule your next inspection please call our 24-hour Inspection Recorder at 639-4175. Please call the. Building Division at 639-4171 fOr Hil'O7nation regarding the nex inspection you require. 13125 SW Hall Blvd„ Tigard, OR 9%223 (503) 639-4171 TDD (503) 684-2772 — INSPECTION NOTICE City of Tigard Wilding Department 13125 SM Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171 Inspectlonr__ __ _ �-- Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINALt Post/Ream Stract. San. Sewer Framing Post/Beam Mech. Rain Dre.ln Insulation / -Plumb. Plbg. Underfloor Water %ine Gyp. Bd. ( -Mach. Date Requested: 64- 1,3_ LZ _�_Time:� �AN PM Address: / f•~� (t/ l�c �-�cV Permit f: Builder• THE FOLLOWING CORRECTIONS ARE REQUIRED: \' tnepector:-- _— -- --- -- Date:__/! �^-�--L F- APPROVED _ DISAPPROVED - APPROVED SUBJECT To ABOVE Call For Reinsp. CITY CSF TIGARD CERTIFICATE OF' COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)639-4171 OCCUPANCY PERMIT #. . . . „ . . : r.uP94--0r?!,-- DATE If;SUED: ll/,::-'3/r)4 PARC E.J.- -. I G I G(11) 0 111)0 L71 SJBDI VISION. Z ON I NG G BI-Ocv,. . . . . . . CLAISS OF WORK. 0,1EW T VPE OF USF. . . ICOM ,('Cl;f-,ANCY GRP. %F%2 ill;(.11PANCY LOAD051 l:::NA1N1'r NAME. . . i i 1OMr-,.L I r-E I NTE 13 f OR emarkst 32, 380 90 FT FURNITURE RETnIL. BUILDTNIG -om-srru wr-rrrv, QIJPLIT', !)C I L.I T Y lwner., MILLAR, !.. 1V1N(j TRUST tne :R : C-TAIL CONSTRUCTION GrZRV1CF'G 38i? CURRELL. BLVD, SUITE t14 T PAUL MN 35 1—5 hatie, 612-736-7974 eg #. 64e,06 r-,cupatvcy of the above refevenced t1k.tilcling is herehy giver), and certifivig he compliance with the State Of Oregon Spec!i4lty Codes for the 91-01-1pi Q P a n V y a 11 d u 5 e l.1 t)cl p r which h e r le f P ll'o 11 c•P d p le I'm i t W A s issued. -- s ued e Nf Wi[I DI 'I ; W-1 -f 1111 77, BU I OFF T P0S*T 11\1 CONISPHAJOUS PLACTI 1.1/17,,94 17:03 V WESTWOOD COYSTR CITY OF TIGARD 1100.1 _ pri ODI r■■� C4NSTRUCIIC►N 3030 SM.Moody Ave- Pothand,Oregon 97?01 (5oa)222-20M .FA(_SBME TRANSMISSION FAX X 03)273-aZ20 Ta: Jerree Gaynor/George Steel Co: CITY of TIGARD FX#: 684-'7297 PEI#: 684-1.791 FM: BETTY WOLI.AM DT: Nowmm 17, 1994 RE- HowI.dm #of PAGES,N TRANsNussION: 1 THE INFORM n01V CONTA=rN TRIS FACSLMU E TRANSMISSION 1S CONFl OMAL AND IS INT ENDED FOR TNS[AF.OF"279 INDI ND UAL oR rN7xrYNAMF.D AAOvF. IF THE READFR OF THIS H¢S;SAGE"U NOT=r nZl.DID RF."r-tPDcNT. Y0U ARE 68.10 F N072FIFD THAI ANY RF MVG,D.IS'CWSURF, CDP)7NG,DnTXMU7:OA; 0R7F27AOR;OFANYAC170NINRHIANI-rtJNTKE'CONrEArP OF72 S C0MMUNIGII70N IS S7RIC7LP PP0MB 1 F.D.. LF}OU HAVE RECEIVED TELT FACVUUE 7R(NSMISSION.RN FRROR.P1 GI CF tM fM ILLY NOTIFY US Ar(303)222.2000 A ND ARRANGE FOR 7710 RETURN O:TRE ORIGINAL FAr-5n u..- I talked to Kathy Coleman with Independent Living Services today. I-ELECTRICAL OUTLE'i' IIEIGIfiT IN R0611.14 115G She said that she had already talked to George regarding the electrical outlet heights in this room and that it would be o.k. to leave them at the installed height. 2.OPI:N1NG FORCE OF POWER ASSISTED DOORS I told her that the power assisted doors were not designed to reach for 8 1/2 Lbs. opening force and she agreed that it was not necessary for them to do so She Ls going to contract George next week to confirm these items° Please have George give me a call after he Mks to Kathy. l would like to reschedule the inspection since the other items on the inspection notice have been completed. cc: Terry Foy ME Independent Living Resources (formerly Vision Resources and Access Oregon) 4001 N.E. Wse^y St. 4970 S.W. Wuhington Ave. Portland,Oregon 97232.1949 Reav--non, Oregon 97005-0526 Tel, 503/294.3339 vAty FAX 294.3469 Tel, 503/646-8736 v/try FAX 643-046 FAX TRANSMITTAL COVER SHEET TO : FAX FROM : # OF PAGES -3 MESSAGE : jk- t� 4.3.7 slope ra1DAA0 C 10 ...........,,...; 10 n,.s Clea+Floor Spam PwWW Appuvchi oar (b1 Al��irdt Lknhs h eM i so 2A wupwww�NNW f 1 tsl p wlimin l.%da Raab~ObwnKifon Fl¢b 814%RRadi 4.3.7 alone.All acczasible route with It snap. ramp. elevator. or platform UR faa per► runnlrad slope gn ter than 1:90 is a r np and ted in 4.1.3 and 4.IN shall be prwMed that shall com* with 4.8. Nowhem sha.11 the cross complies with 4.7. 4.8. 4.10. or 4.11. respec- slope of ata acc;fasible route e:emed 1:50. uvely.M accessible route aloes not inelude stairs, :dept, or escalators. Jute dentition of 4.3.9 Maegaa In IA-els. Chauyer in levels 'egress. means or to 3.5. alon8 an accessible route shall comply wtth 4.3.9 t*aaiini. poor: 410 4.5.9. If an accessible route has cha rocs in ng sn accessible route level dreates than 1/9 in (13 mm), then a curb shall mrnply with 4.13. A P%iAr-..;b-ub 1 Q 4.L.4 rice[rm"or Ulu"apace ear VT U=Acnaus diameter(ace Fig. 3(a)) .or a T-shaped space (see to Fig. 3(b))• 4.2. 10 Gleax Floor or Ground SpMoa for Wht4JChJJAV. 4.2.4.1 ►lyse Lad Appn*cb. The minimum clear fli^r or ground space required to i aeeorrum)date a single. stationary wheelchair and occupant is 30 In by 48 in(780 mm by 1220 neral (see.Pig. 4(a)).The m1r1murr clear \ floor or ground apace for wheelchairs may be postuoncd for forward or paralkl approach to ,e, an object(see Fig. 4(b) and (c)1• Clear floor or N ground spree for wheelchairs may be part of the knee space required under some objects. 4.2.4.2 RelAtlonahlp of Maneuvering Clearance to Whselcha9.r Spaces. One full f 36 min -- unobstrvcted side of the clear floor or Sm,ind f space for a wheelchair shall adjoin or overlap an accessible route oradjoin enothei wheel- chair clear floor space. if a clear floor space Is fig. 1 located in an alcove or otherwise confined on Molmum Clear Width all or part of three sides. additional maneuver- for SIngle.'Wheelchair tng clearances shall be poWded as shown in Fig. 4(d) said (el, 4.2.4.3 Surfaces for Wbeelebalr 9paaes. �- Clear flair or ground spaces for wheekhairs shall comply with 4.5. 4.2.50 Forward Reach. If the clear floor space only allows forward approach to an object. the rnaxlcnum high forward reach allowed shall be 48 in (1220 mm) (ace rig. 5(a)). The mtntnuun(nw farward reat:h is 15 in (380 muni. If the high forward reach is over an obstruction, reach and clearances shall be as 74.2.6* e ste►aah. if the clear floor space llel approach by a person in a the rnax mum high aide reach \ allowed shall be 54 in (1370 mm) and the low (each shall be nn leas than 9 in(230 nem) above the deer(Fig. 6(a) and (b)l. If the side reach is aver an obstrucUon. the reach and 0 clearances shall be as shown in Fig 6(c). ��:�— 4.3 ,Accessible ))route. FlB, 2 Minimum Clear Mlldeh r 4.3.1" General. All waUcs. knells. cprrldora. for Twn for ✓J atsles. akyunallca. tunneit, and other spaces t!J w soo M30 S.W.Moody Ave- Portland.OreW 97201 (50)222-2000 FACSALY-E.TRANSMISSION r-AX(50 3)273-0220 TO: Terree Gaynor CO. (7rY OF'ITGARD Fx#: 684-7297 PH FM: B1rITY WOLLAM DT: NOvmABER 17, 1994 RE: HOMELII73 ##OF PAGES IN TRA1JtiMISSION: 10 CONF'IDBN77Al.aTNar7cF: _. 7-mt INfORMATION CONZAINF,D W nas FAcsim L TR4NS+Ii3S10N IS CONFID'r-N I '.WD LP IN EADW fox ME USF.Of 7$F INDMD[IAL OR ENTITY NAMED ABOVE. YOU ARE LT-PEBY NOT7FT M rzkv,4NY RTAIDING,DISa.OSURB, COPt7NG, DISTWltU710N, OR TNF TAPING(IF ANTAMON INPEUVCEONnff CONTENTS OFThUS COMMUMGITIONIS SZRIm- Y flROTo= LF YOU BAYS REcME)Ting FA COME T?AN5M0SiON IN EM0R,P1F".WAIEDLi7LZY NIITFY US AT(503)227-2000 AND ARRANrF FOR THE RETURN OF TRE O,dGINAL FACSIM LF-. ADDITIONAL INFORMATION.- HERE NFORMATION:HERE ARE THE DRAWMCS AND INFORMATION TPAf JERRY FOY REQUESTED SENT TO YOU. 1. REVISION DRAWINGS R-7 THROUGH R-10 — ADA HANDBOOK, PAGE 37 RE: DOOR OPENING FORCE- EXTERIOR DOORS (RL:;GRVED) 3. INFORMATION SHEETS ON THE DOR-O-MATIC SR-SWING HANDICAP DOOR OPERATOR WE HAVE INS T AI.I.ED AT HONIEIdFE. TOGO (IHV!)IL 30 .XJLIJ 1-- HLSNOD (100,k?S3,M $ LS:80 t6,L1,•TT U R G E N S & A S S O C I A T E S ARCHITECTURE & - P L A N N I N G Et BUILDING %�.PP. .' . . . . RMT 0VEf2HAN(e •4�P FP wITN I li o�rT. • . . .P�' . . . :- . CCNWCTION TO �►! .h :tD� . . . -5p, 04 . . . . . . . . . . . . . . , L� 51D�j16K .'.'.'.'.'.'.'.1ut '. .. .'. . . . . .'.'.'. . . . . . f1 . . . . . . .•. . . . . . . . . . . . . . . . . . . . . . .0.1.*., . . . O, • 19 ".'.' . .1. .1.1. . a o _ w 1, dC;CE55 dGRELTiENT p `3 . . . . . . . . . , . AFZEA rc-'R ODD.T. t " REv 6fiSTATE T-V-L'WSEE AT T:iGH'1r'7dT A �� . . . . . . ATED 3-3-94 pro 3� 4S 6 .'.'. .'.'. EX15TIN6. . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. cl E Ll ® YLON IGN �' � • . ... .. .. . . . . - . . . . . . . . . . . . TEL ONE BOOTH '::,,'. �°. '.'. . . .G�. . . a . . . . . . . . . . . . L = 101 6�\Q CHORD: '�oO�P�. . .�. 5925'48" E o N 101.81'.re PROJECT �TQ_�I _ DATE PAGE _ Comell Oaks Co"tatt Cenwitbe Ceuwmein Building 13x33 M.w-Umcabria hrl.el•Sure 260 B--t'.Omton 9T006 (303)69&17796"s 1101) �913 aooe aVVDIl 30 ,UI3 +-4-+- x,USNOD aooAas�+ cs:80 ��WOiTT 6 10 A .o. L' � •,•,- - - • - • - Ste.- . _ . . . . . { � � . .'_'.'.' . . .:.; ..' i ASP . •r . ."i'... . . . . . . . . . . g�. . . . ..• . ..•...... .. . . -/ -j`:•' i' ... . . . .-/ . h` Ao* . . . .•. . .•. . .-.' . . . • Cogl�j (Isvgl1. :]o A113 "` HISNOJ (100MI,S3,11 � 14S:90 t8 '.T-TT 5000w BLDtriG 10/ C232. 37 .'.'.'.'.'.'.'.'.-. - _�-- MATCH-*_' .-GZ2$.25 - . .• .-_ .. • E) STING_.'.:. . . . . . . . . . _.. ... • -•. .. . . . . . ` 8 _ ' '3 1. 22 :40 .'. . . . . .'. . .' G2 6.9q . . . . . . . . . . . . 2. C3 TOG226:90• • . . . . - . G2251 �j 5 .7. - � - _ . . . _ — TING. _�. TOG225A D ,,. . - " :• �if- :y -10C-2-2 .2 G2247. . _ y. . . . . . . . . lool y. . . . .. . . • . . . . . . .. X � . i . . . . . . . . . . ... . . . . .�6 i• ./ boor . �.� . . . . . . . . . . . :i'� .�. ._..._.. Tx. ' i M41 14 toot asv!)Il do ILIO Fes' HISN00 (100M,I,S3,M 6S:60 t6 LT TT ,u w tl sbr4_- 7 �` 1�r 1•�1�� \ * 0� It �1 �1. t1 tt r � •f Ceav 1 � r �. 1 4ie ; � 4.13 Doon 1 12 min ell �- 32 ro , (b) QDen& H!"ed Door til Sname to. (d) Fig.24 Clear Doorway Width and Depth to grasp with cmc lutW and does not rrquire 4.13.110 Decor Opening Fore.'Ibt mat- tight grasping. t &t pindxtng. or twtsUng of mum force for pushing or pulling opea a door the wrist to operate. Ixvff-epe atcd mcxha- sha.0 be as tallows: mss. pUsh-type merhantssas_ wW tJ-shaped handles are acceptable deigns. When_nbdtng (I) Fire doors shRE have the mlrnirnutn doom are fully opm operating hardwaLm shall opening force allowable by the appropriate be cqxxW and u_catile frmn both sides. Haid- administrative authozity. Ware requUvr d jar.anoessibde door passage shna be mourned no higher UM 48 In 0220 rnvW (2) Other doors. above J1rdLxhe4 J►„ocr. 4.13.100 Door Closeas. If a door has a (a) exterior hirged doors (Reser4. cheer, then the sweep period of the closer (b) fntcrtor hinged doors:s ibf(22?N) Shall be adjusted so that from an open posi- tion of 70 degrees. the door will take at least (c►stldir g or folding doors 5 lbf(22.2N) 3 se mnds to more t, point 3 in(75 rnrn) Crean the latch.measured to the leading edge Thew forces do not apply to the Torre required of the dour. to retrad lateb bolts or disestgage other devices I that may hold the door in a dosed position AI),�.Bm` 37 TOTAL P.o4 900allVDII 30 A113 — SIFI:JJ (100MIS3.1A $ 00:OT f8, LT.TT i r � Heavy Duty xteriorlIirteriorpoor Operator with Push- /l .f 1 N-+1 r • . l� 1 DOR-0-MATIC w HANDICAP ACCESS DOOR OPERATOR w fid Heavy Duty ExteriovInterior Door Operator r S • Dor-0-Matic" automatic I swing doors operator R with Push-N-Go t ' feature - r Changes in building code require" ~" rnents have made it np-Ce-ssary to provide access for the handicapped on exterior and interior entryways in public buildings and institutions. �- The question is how to provide arrrssibility without.diminishing - the effectivenP,s of the entrance - design while stilt retainll]g low cost }- .j a—�rar� '"k and offering opcime.n.versatility. - .. _ The answer is the Sr-Swing door operator! -` The Dor-0—Matic—"'Sr—Swing"is a versatile two-in one swing door operator,opening doors automaticail- Freer Traffic Flow y PP ly for the handicel.�ped but Cfin be as needed b the handira ed when wltll Push-N-Go one of the puss buttons or push used manually for all other traffic- plate actuating switches is actuated. Minimal Installation Usually pedestrians wall-up to the The door will operate as a manual Costs Sr-Swing door and push the door door for pedest7iaus whu do not use open as if it was a nianual door_ any of the actuating sketches. Sr-Swing installations are not After the door;s manually opened required to be installed with guide approximately 5*,the.Push-N-Go Meets Codes rail,safety carpets and carpet trim feature takes over and continues to The Sr-Swing opit rator s opening; because the Sr-Swing is a low ener- open the door—slowly and automat- time is field adjustable in order to gy power operated door as defined in cally to tete frill open position as the ensure meeting the code require- ANSIBHMA A]56.19-1984 pedesbian walks unimpeded melts fora handicap operator. Exterior or Interior through the open doorway.When Lbe !automatic opening force is less than Applications door is opened as a result of Push-N- 15 pounds,with equally low closing Go,the door will stay fiilly open force.The Sr-Swing operator also This is a true."first"for a handi- from 1 to 30 seconds depending on has an adiustsble hold open period capped door operator because of the time de'_ay chosen The unit can of 5 to 30 seconds while in the auto- nagged,dependable design and also be ordered with no Push-N-Go matic mode and 1 to 30 seconds in superior materials.This unit will featul e;in this case tJ'e unit fungi- the manual mode. give outstanding operating benefits tions like a manual door clnser with Building Applications and the ultimate in customer satis- no Push-N-Go faatare_ faction even in high use applica- -Handicapped -Hospital Entrances tions.The Sr-Swing holds the door Automatio-n as Needed Entrances -Outpatient Entranris closed under spring pressure rnugh- The door can be usod both by the 'Post,Offices -COVegey ly equivalent to a#3 manual closer handicapped and pedestrian tra$c, -Office Buildirl9? -Convenience Stores S for an exterior door. but the door will be automated only -Shopping.V!atb; R00A 42IFJI.1 40 .UIJ --- SI.SNOJ Q00.MIS8.11 $ TO:OT F6,'L T,'TT HANDICAP ACCESS DOOR OPERATOR Sr-Swing Sr-Swing Js Overhead Surface Appiield "✓wt J� •Y System Operation Manual Push-N-Go Mode he system is designed to safely handle In the manual mnde,pede-0-rian traffic walks up to the doors up to a maximum of 225 lbs_The door and begins to push open or pull open the door. 1c,9W Sr Swing has two modes of operation,the When the door is open approximately 5-,the contral box automatic handicap mode and the manual takes over and continues to open the door—slowly and mode. automatically to the full open pohition-When the door is opened as a result of Push-N-Go,the door will stay Fully Easy to instal],the durable Sr Swing functions as Dither -_ open fmm 1 to 30 seconds depending on the time delay an automatic door operator for the handicapped nr as a chosen.The unit can sso be ordered with no Push-DT-Go manual door closer. In the automatic mode.Sr-Swing feature;in this ca-se,the unit functions like a manual meet,all existing code requirpments such as those out- door closer with no Fush-N-Go feature. lined in ANSI/BHMA standard#A156.19-1984. Completely self-contained in an eadruded aluminum Automatic Handicap Mode housing with all electromechanical-onstrurtion,micro,- - In tl ie automatic handicap mode,one of the push but- processor controls,and no microswitcbes,the Sr-Swing is tons on either side of the door is actuated and the door exceptionally quiet and requires little energy to operate. opens slowly—to back check(20')in 3 to 6 seconds and The Sr-Swing can be surface applied or mounted over- to the fully open position in 4 to 7 seconds.The door will head. thenremain open for a period of 5 seconds(the m.iat- Today's Best Choice murn allowed by ANSI standards)to 30 seconds as determined by the setting the customer puts into the For new or e_dsting installations,make Sr-Swing your variable time delay on the control bond After the time choice and enjoy the benefits available from no other delay,the door doses by the spring in the door operator handimp opetctnr_For ynur convenience a sample speci- frona 90' to 10'in 3 to 6 seconds and from 10'to fully fication is provided on the following page. dosed in Ili to 2 seconds. Boo(A Q)fv!)I,L 30 AIIJ HISN00 000,41.3,% ZO:OT MLT, TT W TM Sr= Heavy Duty Extenor/Interior Door Operator Push Button Switch Stainless Steel Wall Mounted Fumb-Plate w/DrnsPlate Switches Activation Switches Push Button All switches are of low voltage type and Switch 1 are available with identification for hand- #1211-900 icap use. Jamb muur.tvd Dish Button -larnbMounted Switches.wall mounted Push-Plate Switches,and door decals are available. Pedl!lutton A 4112^ Sr-Swing 4Y2** Original Installations i TU I Operator or Retrofits WRI -7 The Sr-Swing operator can be mounted overhead for center pivct doors or sur- a 3A" face applied for center pivot.butt hung or offset pivot doors- Surface OverheadApplied R_ Suggested Speei-fication vide 116V,GO 14z,I-phase 16amp 13L Manual with Push-N-Go: supply to the door header.Also con- Pedestrian traffic walks up to the l Sr-,4wijmg Orith Push-N-Go): duit and electrical boxes if'swit6ps door and begins to Zh open or A. • The Low Energy Po-er 0permtod are remote. pull open the door. en the door Door operating equipmew(Sr- D.The gp-ne:al contractor shall p,.l- is open approximately 57,the can- Swing)shall be fabricated and vide adequate support for the door trial box takes over and continues to delivered by Dor-O-Matic DiAsion. operating equipment open the door-sloe Iv and auto- Republic Industries,Inc.,Harwood maticn.11v to the full open pocition. Heights.Illinois 60656. F_Installation labor and services. When the door is cr -ed a-,H resith 5. Marking. of Push-N-Go.t]-l. �. *1 I I sts v 2- Scope of Work and Work Included. fully open from t t.-j_i�EPoonds A. Flemish all materials and equip- -A- Doors shall be equipped ulth depending on the-4play chosen. meat necessary for the proper dp-al(j,,I visible from either aide. C. Manual with no Push-N-Gv: installation of.the Dor-0-Matic instnicting he user a5 to the oper- The Sr-Swing operator functions as S Sr wing baniica p door system A ation and function of the door. a manual door clog--16th no Ptish- lxw Energy Power 0,:iernted Door 6. system 0pernrion: N-Gk-,feature. aystern as defined in ANSI/BHMA A.Automatic Handicapped Diode: AIS6.LP-11484. In the handicap mode,one of the 7. Architectural Requirements: 3. Equipment activating switches on either side A-The operator header must be 4'12- of the door is actuated and the door wide by 5V high to meet the wthi- A.The 9-Swing unit shall be com- opens slowly-to back check(AW i in tectural sight line requirements of p);!fj+v clettromechantical with 3 to 6 seconds and to the fully open the curtainwd]and jambs.Opera- microprocessor control requiring no position in 4 to 7 iteernds,The door tnr shall be bottom loaded-All microgwitclies on the operator. will then remain op#ia for a period finishes are available. 4. Work Not Included-, of 5 seconds l the minimum allowed Lbuited Warranty- by the ANSI standards to 30 sec- A-,Alumint=door-and frames as ands as determined by the setting A-The Sr-Swing equipment And con- described in alimintun derim and the customer puts into the variable trots shall be warri rited for one 11) ffr&mes Section of Division 8. time delav an the control box after yra-, from date of insudIntion B.Wood doors as described in Nvt,od the rime delay,the door closes by 9. Shop DrawingFr door section or laminate plarric the spring in Lbe door operator Section of Division 8. from 90'to 10'in 3 to 6 seconds Submit ,-,hop drivinwr fornrcbiterh aril ftrim 10'to fully closed in 1'S to approval CL The Electrical Contracmr!ithfll prn. 2 seconds. 7350 Wr---,t Wil-son Avenue MR-0-WW"' Harwood Heights, It.60656-4736 ARCH17ECTURAL HARDWARE DIVIS1011 (708)867-7400 - 1 (1300)543-4635 Fax (708)867-0310 O.iM-1 in US A 7-90 OTOZ (j)jVE)IjL 40 111D USNOD aO0M,1S3,'A Q CO:OT 16/LT/Tl ��!C�/INSPECTION NOTI(E City of Tigard Buildi.og Departas•.nt 13125 sw Rall Blvd_ Tigard, Oregon 97223 Inspectionins (Rec-0-Pho }: 639-4175 Business Phone: 639-4171 Inspect ir- / s% --- - - -- — - ------ — Footing Ptbg. Underelab Mech. Rough-in Appr//Sdwlk Found. Plbq. Top Out Gas Line INAL•� Poet/Beam struct. San. Sewer Framing -Bl,dq,) Vont/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line 7 /I!z Gyp. Bd. -Mech. Date Requested!__- /y� l— —Time_ M PM Address:_// Y5-- �CL �. it Builder:��t�`�_� -- - THE FOLLOWING CORRECTIONS ARE REQUIRED: 1,Inspector:_ 4, 4/ APPROVED DISAPPROVED APPROVED SURJE(.'T TO ABOVE (all For Reinsp. • INIMECTION NOTICE , i4"�y�4 City of Tigard Building (Department iv V 13125 SM Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phonee),:/ 639-4175 Busine-sss Phone: 639-4171 Inspections - 1 Footing Plbg. Underslab Mach. ough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line ANAL: Post/Beam Struct. San. Sewer Framing -Bldq� Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Koch. Date Requested:.. -rime: AM / PM Address: / %J i CK. ry Permit a: L !'Z �------ guilder: TNR FOLLOWING CORRECTIONS ARE REQUIRED: 3 C, c) Inspector:_/ _=�4�_ Date: APPROVED --� DISAPPAoVED APPROVED SUBJErT TO ABOVE ---- Call For Reinsp. October 28, 994 CITY of TIGARD OREGON Westwood Corporation Attn: Jerry Foy 3030 SW Moody Ave. Portland, OR 97201 SEARS HOMELIFE -- 11745 SW PACIFIC HWY., TIGARD Two building permits were issued for this project, one for the shell and one for the interior work. The shell permit included some interior work for the offices and restrooms. All work authorized and required by the shell permit, permit #BUP94- 0124, has been completed and has been inspected and approved by the City of Tigard. We do not issue certificates of occupancy for shell permits. The certificate of occupancy will be issued when all of the interior work is completed, inspected, and approved. Mark Burrows Acting Building Officia! 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 — — INSPECTION NOTICE I City of Tigard Building Depaxtmant 175 S* Hall Blvd. Tigard, Oregon 97220 Inspection Line (Rer-O-Phons)e 639-4175 Bueinese Phones 639-4171 I tions I g Plbg. Underslab Mech. Rough-in Appr/3dwlk Found. Plbg. Top Out Gas Lina Post/beam strict. San. Sewer Framing Post/Boom Mech. Rain Drain Insulation .-Plumb. • ;L; Plbq Underfloor Water Line Gyp. Rd. -Mach. Da estede i� l T1Nt PM PB IT — ING CORRECTIONS ARE REQUIR&Dc y 117 Y I Inspector:_ Dates APPROVED DISAPPROVED APPROVED sUBJSCT Tn I1 6 For Reinsp. r� r. S! 6 OCT-27-1994 15:19 JON R.JURGENS ARCHITECTS 503+690+0913 P.01 15453 mw.Grwanbrier Parkonty-suite 260 Beavemos,Ornan 97006 5031690-1770 T&X. SON6904913 FACSIMILE COVER SHEET TO DATE: /A 5 FkxNO.: oX34-- 721 crry,s-rtTz. REFERENCE: PROJECT NO.: ,7/ THE FOUOWLNG ITEMS ARE TRAINS'NUTTEW ITEM PAGES DATED DOCUNMEN-17 DESCRIPTION O's A-A I REMARKS: � dP cc* Total number of pages sent including ti,,Ls one are: If you receive less than L the number of pages indicated, please trill our ofriep. OCT-27-1994 15:19 JON P.JURGENS ARCHITFCTS 503+690+0913 P.02 September 28, 1994 Vernon Lce do Jon Jurgen Architects 1546 N.W. Grreenbriar Parkway Beaverton, Oregon 97005 RE: Automatic door touch locations for Home Life by Sears store in Tigard, Oregon. Mr. Lee, After reviewing the designs you sent me for the automatic door operations, I believe the touch locations for the power assist doors (both at front and rear locations)are usable by individuals with disabilities_ Due to both the high cost of moving the touch locators and the lack of any other appropriate site for mounting, I would recommend leaving them as is. In future planning, please adhere to UBC Section 3109 (i) (6). Sincerely, r ( athe Colemi_n OCT-27-1994 15:177 JGN R. JURGEN; ARCHITECTS 503+690+0913 P.01 ♦resfwamr.?ta.aalnp 15;35 rl.w.Cee�obrter?arkanr-Sui'.t 260 Em�artcq Oeaeoo 91006 sox690-1179 fAX- 503 690 0913 FACSIMILE: COVER SHEET TO: _��►'�1�1 DATE: Z r HANE FA.X NO.: Coo. -Y�atisE ADDRFSS CITY,MM ZTP EBREFERENCE: PROJECT NO.: 1� THE FOLLOWING ITEMS ARE TRANSNUTTED: NZTMBERT ------ - ITEM PAGES DATED DOCUNNENT DESCRIPTION REtiGARKS: Total number of pages sent including this one are: If you receive less than the number of pages indicated, please call our office_ • I OCT-27-1994 15:13 JON R.3LIRGENS ARCHITECTS 503+690+0913 P.L12 i September 28, 1994 VcrAon Lec c/o ]on 1«cgens Architects 1545 N.W. Grcenhriar Parkway Beaverton, Oregon 97005 Ke. Autontach, door touch location for Home Life by Sears in Tigard , oregon Mr. I.ce: After reviewing the designs you sent me for the automatic doors operation, Laurie Sitton u� -- l bc;lievc these are usable by individuals with►disabilities will although they arc Irounted more than 36" maximum oriton ally from the pant of travel not create a hardship for an individual with a disability. in future planning, piease adherc to UBC Section 3109 (i) (6). Thank u, athe Coleman OCT-27-1994 15:14 JON R.JURGENS ARCHITECTS 505+690+0913 P.03 sop Y T - _ ,w. A11,C V.5 rrNIS -51 if r2i I / — Goat-It 'brand fax transmittal m9m0 7F;'I From ca Dept Dnone N F��M ° M /�(JD •L� 1 INSPECTION NOTICE city of Tigard Building Department 13125 SA Bell Blvd_ Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639--4175 Business Phone: 639-4171 Inspection:___` Footing Plbg. nndsrslxb Mech. Rough-in AApp-r-/sdwlk Found. Plbg. Top Out Gas Line Poet/Beam ruct. San. Sewer Framing e1�ag Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line 'Gyp. Bd. -N*ch. Date Requented: �_.�c� /7 7 Time: AN l PM Address s `f �� / l�«/C�c �t (^ Permit f r Builder: 4--f1'1 THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: _ Date:- _ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. f14 INuPECTIOIV NOTICE City of Tigard Building DePar*s—t 13125 811 Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-41 I Inspection:__ -- looting Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Linei Post/Beam Struct. San. Sewer. Framing Poet/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line /Gyp. Bd. Date Requested:- �7 Time: AM PM Address: �)�•Gt l Pert : Builder: 12 7 THE FOLLOWIAG CORRECTIONS ARE REQUIRED: Inspector: _ Date:�� _{ �� L- APPROVED DISAPPROVED APPRCVED SU&.rECT TO ABOVE call For Reinsp. INSPECTION NOTICE City of Tigard Building Departaent / ) � (- 131 M 25 SBall Blvd- Tigard, Oregon 97223 " t Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 6 17 Inspection:--_-- _ --- --------- ---- Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL: Poet/Beam Struct. San. Sewer Framing --Bldg. Poet/D.,am Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Lin Qy`p Bd.) -Nech. Date Requested: (� Ti.. AN _,__PN 7 Address: -7 Permit- _ -O�•SZ Builder:�21_ / -2 TBE FOLLOWING CORRECTIONS ARE REQUIRED: i Inspector.— — _ — —� Date: -PPROVED DISAPPROVED APPROVED SUB.TECT TO ABOVE _ cal] For ReInap. INSPECTION NOTICE City of. Tigard Building Departaatat 13125 Sit Bali Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phome)a 639-4175 Business Phone: 639-41.71 Inspection: _L- / Footing Plbg. Underelab Mech. F, •gh-in Appr/Sdwlk Found. Plbg. Top Out Gas Line L�j�//�� FINAL: Post/Beam Struct. San.. Sewer aurin 1��`kV -Bing. Post/Beam Mech. Rain Dr-%Jn Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Koch. Date Requested: C /(� / Time: _AN PM Address: �t �_ —/T Z Permit is S _� lJr.2SZ C .�� Builder: �✓ TRE FOLLOWING CORRECTIONS ARK REQUIRED: Inspector Date: APPROVED DIS.0.PPROVEr, APPROVED SUBJECT TO ABOVE Call For Reinsp. DEPARTMENT OF LAND U;E&TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISIORI 155 NORTH FIRST, HILLSBORO,OR 97124 COUNTY, INSPECTION REQUESTS: 503/040-3561/693-4415 OREGON xxxxxxxxx-->'640 -3470 Page 1 of 1 Date : 10/20/94 'Gine 08 : 45 ': !;ut Type CVMr--1 Permit N 0`)059724 ni t .Latin: API Applied 10/19/94 aI, A(-vIrt?C:s 11'/ , Issued 10/19/94 r rni r '1'i t 1 e ISE:AI•tS 1-10ME:, ! Completed Deso . 26 C1R Ij.1'1":1 '1'o Expire 04/17/95 je'c•t 'L'i t: ;e SE;'Afl 1.10Mr'i., ! Yr o jec`. #t P00447'73 ar :t l�escr. 2� C. 1�Ct.l'.'1', : EROSI.0N A +: :P1 Number 2S.11'I I„tn '1 1.1^0 Di ^t:rict irat i-on 11. Ueocr . �n r r' 1N'oPIEC:'1'10N Irl' C's rtstruc:t:.iQn 0'111 i icarlt Name '1'1.1A1.AT1N E L F:I' Class f I cat 1 clr: 900 i i(--ari,t A(,Idr P. Lr. E�Ox b nr'Cupar('y W1 1.,5QNV11A,F:, !1 Validated by P!' q_ ; icattt PElc.ne : 68[.' e`1.''Y:) Y r.nr4; ;�+ �'• fJ'1'L1AC'1'0R f '1'UALAFIN F:LE(-:TP, . i•'ee de9cr 1ptiot`. t i L Br firlch W%ui.1t Feeder 1 : f! i Oil idl . exat'1ch W/ou.t. Fec-11 I,ltotal ElectricalF'ec::; : ,tate aurchargr- ,)t �)'� `t.al Elect.t: icai- Fec:; . ... i AAA Fees Required Method Chf,r y'1131:t' F'ec,s : 1.08 i n (,(1 NOTICE: This permit becomes null and void If the work or construction for which It is Issued Is not coma-:9ced within 180 days. Once construction has started, the permit becomes null and void If construction Is Interrupted for a period of 186 days. I certify that the Information presented by the applicant anti his agent or agents In support of this permit Is true and correct to the best of our I nowledgo. I acknowledge that the Building Department's reliance upon false and misleading Information may Invalidate this permit. Ahl provisions of applicable laws and ordinances governing the construction and use of this building or structure will be compiled with whether or not spocifled on the plans or noted on the plans correction sheets. I acknowledge that the gi voting of a permit does not grant authority to access private property or to use easement.. I further acknowledge that the use or occupancy of We structure or building permitted depends upon my calling for Inrpectlons at various tunes during the process of construction and the building Inspection staff verifying rompllance with the various codes. Use or occupancy of the building or structure permitted prior to approval 5y the Building Department ie solely at the risk of thA nppllcmnt and such use of occupancy Is revocable until ull Inspectloo requirements are satisfied and approval Is given by the Building Official. I further acknowledge that a lien may he placed on the title of the propr'ty up.» vhIch the permit Is Issued specifying that the use or ocrupency of the building nr structure Is provisional aid revocable until b,i satisfaction of all Inspection requirements. APPLICANT'S SIGNATURE WASHINGTON COUNTY ELECTRICAL PERMIT Department of Land Use & Transportation Electrical Inspection Section AP P LI C�►TION 155 North First Avenue, 11350-12 Hillsboro, Oregon 97124 Information: 503 640-3470 Fax: 503 693-4412 S Project/Permit PLEASENumber `ry-Z S 613 S Date Please completesections, • 1. Location of Installation 4. Complete Fee Schedule below AddressL1_ .'Zlntc r f Number of Inspectlorte per permit allowed Building Service included: Items Cost(ea.) Sum City 1 IzJi Suite No. _ A. Residential-per unit Tenant me - (if commercial) P S_A��TfE' 1000 sq,ft.or loss $110.00 .-- 4 Each additional 500 sq.ft Tax Lot- ------ Map No. - -- or portion thereof $25.00 - Llmi,?d Energy $25.00 --- 1 Thomas Map Book: Page:-.- _ Section:_ Each Marlu'd uncia or Modular Directions____- -------------- ---- Dwelling Service or Fooder $68.00 --- 2 --- ,-A B. Services or Feeders Commercial � Residential IInst,alotion,alterations of relocation 20.1 amps or less _-.- $60.00 --- - 2 201 amps to 400 amps -_ "r).011 2 2a. )Contractor installation only: 401 amps to 600 amps $12u.00 2 Electrical Contractor � r 1'i�1 /-,!� 1� 601 amps to 1000 amps $190.00 -- 2 /► Over 1000 amps or volts $340.00 - _- 2 Address ,� I L, SS Lam,�;�laze � --- Date � _ ;r-- Job Number Reconnect only --- $50.00 _ _ 2 Property Owner c-t /uA,5L._ IS,_ Contractor's Licerse No. a-zV�O C. Temporary Services or Feeders Contractor's Board Re No. __�S b5 d Installation,alteration cr talo elion Reg. - \ 200 amps or less $50.00 _ 2 1 201 amps to 400 amps $75.00 _ ? Signature of SUpr. Elec'n .4 AL-Q- 401 amps to 600 amps $100.00 -_-_- 2 License No. 2 41-3 S Phone No. _ Z. y Ss Over 600 amps to 1000 volts see T'above 2b. 07or owner installations: D. Branch Circuits New,alteration or oxtensicn per panel 15tinith t owr's- -ne- Aame Phona Io. a) The fee fur branch circuits der purchase of service or leader fee. tees ----'-- -- Each brnnc'I circuit _ $5.00 2 b) The fee for branch circuits without I�- - State _1p f -- _ purchase of service or feeder fee. First branch circu'r / _ $35.00 -- _- 2 The installation is being made on property I own Each add'nl branch circuit.,� $5.0'l 7,eft 2 which is not intended for sale, lease or rent. E. ,Miscellaneous (Service or Feeder not included) Each pump or Irrigation circle $40.00 2 Owner's Signature - -_.._-_ - Each sign or outline lighting $40.00 _ _ 2 --- Signal circuit(s)or a limited 3. Plan Review section (if required) energy panel,alteration Please check appropriate hem and enter fee In section 5B. or extension $40.00 _ _-_ 2 1 & 2 family dwellings over 320 amps s/c meter F. Each additional inspection over the allowable --- in any of the above 4 or more residential units in one structure Per inspection $35.OG _ Service over 225 amps; feeder 400 amps or more 'er hour __ $55.00 __--�- _ System over 600 volts nominal n Plant --- $55.00 _ - ___ Building over 3 stories in height Building over 10,000 sq. ft. 5. ,�rQes _ Occupant load over 99 persons t,. Enter total of above fees $ Manufactured Structures Park or Recreational 5% Slucharge (.05 X total fees) $ Vehicle Park; new, addition or alteration 'Su htotaI $ A, 0.__ Classified area or structure containing special El. EI Iter 25% of line A for occupancy as described in N.E.C. Chapter 5c, Plan Review if required (Section 3) $ S - ubtotal $ ._ Submit 2 sets of plans with application where any of the �es� Bul', Labe! Fee $ above apply. Not required for temporary construction services. Salanc(� Pue $ . For Inspections call this permit becomes null and void H the wot k authorlxed by the permit la not commenced 640-3561 or 693-4415 within 760 dove from dale of Issuance of such permit or ft the work authorlxed suapended or abandoned of any time after work is commenced lot a perind of 180 days. 24-hour recorder,one working clay In advance of need Else rleal Permits are non-refundable and non-tranNarable. 5,'93 DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION #350-12 155 NORTH FIRST, HIL.LSBORO, OR 97124 COUNTY, PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 693-4415 u� r I N lip G� DEPARTMENT OF LAND USE & TRANSPORTATION 'W'ASHINGTON LAND DE=VELOPMENT SERVICES DIVISION X1350-12 155 NORTH FIRST, HILLSBORO, OR 97124 COUNTY, PHONE.: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 693-4415 Permit #a 0505?724 Pr-oiec.t #: P0044773 Status = AF'F'ROVEI) Page I of 2 Applied t 10/15'/94 10/19/94 Expires = 04/17/95 10/28/94 05:49 r:O I`I F. F';--rmit Title j SEARS F'OMF.LIFF FUk141 I-ORF STORE 0TH Description s 2.6 CIRCLIITS begun= 10/19/94 •)rib Address 11745 SW PACIFIC HW 1-1 Owner Name INSPECTION - TlGARl) Rei-lion D Applicant Name TIJALATIIq Fl_ -1:TR1f- Phone number 682-2955 Valuation= 0 Appruved,__ :.... Inspector Comments % R e j e c ted _.........___ ...._._..__...._.._......_.........__ _._____.__.__..____..._..._.._....__ ...____..__......_.._.___.._..._ _ IVR-Rf.5UrT5 REQUEST ERROR ! I(I,-pec ted Ely : Dates Ir•lt:--pection Rr.- qi.aes•ted * Special Inspection 0412 E AP I)N IVF 10/28/94 RI 'ry PLATFORM DEPARTMENT OF LANG USE & TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION #350-12 155 NORTH FIRST, HILLSBORO, OR 97124 COUNTY, PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-35611 o:693-4415 DEPARTMENT OF LAND USE&TRANSPORTATION WASHINGTON LAND SERVICES DIVISION 55 NORTH FIRST,DEVELOPMENT LLSBORO,OR 971224 CO INW' INSPECTION AEOUESTS: 503/640-3561/693-4415 OREGON bltu5 Address 11'745 SW PACIFIC HW '1'I Issued 10/2U/94 Permit 'Title SEARS HOME;LIE'E: E'URNISHINGS LV Completed Permit Descr, Jub 5U9--3937 7.'o Expire 04/18/95 Project. 'Title SEARS HOME;LIE'E; E'URNl'1'URH STORE: Project # P0044'7'73 Project Uescr. 26 CIRCUITS * EROSION Parcel Number 251'1'1 -- Land Use District valuation U Legal Descr. Owner INSPECTION - '1'1C+ARD Construction O'1'H Applicant Name CHRJsTE;NSUN ELECTRIC Classification 900 Applicant Addr. : 111 SW COLUMBIS, SUITE: 480 occupancy PORTLAND, OR 972U1 Validated by : PH Applicant Phone: 241-4812 Inspector Area CUNTRAC'1'UR : CHRISTE;NSON ELECT. INC Units `Fee/Unit Ext41-4812 E'ee description fee Data --------------------- --------------------- -- Limited Energy/Alter./E:xtetision 1 40 . 00 40 . 00 Subtotal Electrical Fees : 40 . 00 State Surcharge of b% 2 . 00 'Total Electrical Fees : 42 ' 00 *** E'ees Required Fees Collected & Credits - *** ----------------------------- -�------- Method Check # Etec.eip ---- t No. Date Payment CK 3'/613 10/'LU/94 42 . 00 tees : 42 . 00 Adjustments : . ()UTotal Credits : UU Total tees : 42 . 00 'Total Payments : 42 . 00 balance Due : . 00 NOTICE: This permit becomes null and void If the work or constriction for which It Is Issued Is not commenced within 180 days. Once construction has started, the permit becomes riull and void If construction Is Interrupted for a period of 180 days. I certify that the Infurmation presented by tho applicant and his agent or agents In support of this permit Is true and correct to the bent of our knowledge. I acknowledge that the Building Department's reliance upon false and misleading Information may Invalidate this permit. All provisions of applicable laws and ordinances governing the constrcctlor and use of this building or stricture will be compiled with whether or not specified on the pians or noted on the plana correction sheets. I acknowledge that the granting of a permit does not grant authority to access private property or to use easements. I further acknowledge that the use or occupai,ry of the structure or building permitted depends upon my calling for Inspections At various times during the process of construction and the bu.-ding Inspection staff verifying compliance with the various codes. Use or occupancy of the building or s1nicture permitted prior to approval b• the Building Department Is solely at the risk of the applicant and such use or occupancy is revocable until all Inspectior requirements are ardafled and approval is given by the Building Of Irlel. I further acknowledge that h Ilan maybe placid on the title of the property upon which the rermit Is Issued specifying that the use or occupancy of the building or structure Is provlslonal and revocahle until the satisfaction of all Ihapectlon r,gulremenla. APPLICANT'S SIGNATURE WASHINGTON COUNTY ELECTRICAL PERMIT Department of Land Use & Transportation _ Electrical Inspection Section APPLICATION 155 North First Avenue, 11350-1? Hillsboro, Oregon 97124 Information: (503)640-3470 Fax: (503) 693-4412 Permit f Number PLEASE PRINT ,_ � Date D - �- f Please complete 4. Complete Fee Schedule below 1. Location of installation Number of Inspections per perrnit allowed Address 11740 SW PACIFIC HWY_i Service included: Items Cost(ea.) Sunt Building A. Residential-per unit City TIGARD Suits No. _-- - ------ 1000 sq.ft.or loss `- $110.00 „--_ 4 Tenant Name Each additional 500 sq.ft (if commercial) _!•-•LIQ IIEMEE PIIRN T SHIMS _- or portion thereof _-- $25.00 ---- Limited Energy $25.00 -- 1 Map No. _, Tax Lot - - Each Manuf'd Home or Modular Dwelling Service or Feeder $68.00 --- 2 Thomas Map Book: Page:_ Section: Directions - -- - B. Services or Feeders TN OFF-ICE CONTACT AT ('E WAYNE rRTF.SENAIIER Installation,alterations or relocation 200 amps or less $60.00 - ------ 2 COITlmercial Residential 201 amps to 400 amps _.-- $80.00 _.� 2 i RLI) 401 amps to 600 amps $120.00 __- 2 2a. Contractor installat,-a onl : 601 amp,to 1000 amps �_ $180.00 __ -- _ 2 Y Over 1000 amp,or volts 8340.00 � -- 2 Electrical Contractor CHRlST_E14SON ELECTRIC, INC._ Reconnect only --- $50.00 - 2 Address W C()--UMBIA•5.11�1'L 480 PORTLAND 201 Date 10 - y4 Job Number .__ 5ng-tg'�7 __ C. Temporary Services or Feeders Property Owner _ _ Installation,alteration or relocation Contractor's License No. 26-34C 200 amps or less $50.00 ___ 2 Contractor', Board Reg. No. 00458 201 amps to 400 amps -- $7500 -_ 2 401 amps to 600 amps $100.00 - _ 2 � _ Over 600 amps to 1000 volts see'B'above Signature of Supr, F_lea' ,4•� • �- License No.�,7 � Phone No. - _ D. Branch Circuits New,alteration or extension per panel 2b. For owner installations: a) The fee for branch circuits with purchase of service or feeder fee. Print Owner's Name -^ - Phone No. Each branch circuit -___ $5.00 ___ 2 b) The fee for branch circuits without Address - ---- - purchase of service or feeder fee. First branch circuit _- $35.00 _ 2 City Slate Zip -- - Each add ril branch circuit-_- $5.00 _ 2 E. Miscellaneous (Service or Feeder not included) The installation is being made on property I awn Each pump or Irrignlion c'.rclo-_- $40.00 _-- 2 which is not intended for sale, lease or rent. Each sign or outline lighting -_-_ $40.00 _- 2 Signal circuits)or a limited ( wner's Signnture - ____-__. _ ____..___- energy panel alteration or extension _l $40.00 40-00 2 F. Each additional inspection over the allowable in any of the above 3. Plar. Review section if required) Per inspection $35.00 Please check appropriate Remand enter fee in section 5B. Per hour __._ $55.00 In Plant ___ $55.00 _4 or more residential units in one structure __Service and feeder, 800 ar,ps or more 5. Fees --System over 600 volts nominal A. Enter total of above fees $40.00 _._Classified area or structure containing special 5% Surcharge (05 X total fees) $ 2-00 occupancy as described in N.E.C. Chapter 5 Subtotal $42 00 B. Enter 25% of line A for Submit 2 sets of plans with application where any of the Plan Review if required (Section 3) $ above apply. Not required for temporary construction Subtotal $42.00 seri.Ices. $ _-- ---- Less Bulk Label Fee _ ___ -�- Balance Due $42.00 For inspections call This permit becomes null and void If the work authorized by the permit la not commenced 640-3561 or 693-4415 within 180 days from date of Issuance of such permit or If the work authorized Is suspended or abandoned at any time after work Is commenced for a period of 180 days. 24-hour recorder, one working day in advance of need Flectrlcal Permits are non-refundable and non transferable. 4/94 vc INSPECTION NOTICE City of Tigard Building Departaent. 1.3125 SII ball Elvd. Tigard, Oregon 97223 Inripection Line (Rec-O-Phone): 639-4175 Busineon Phe 3 -• 71 Inspection: ,�, Footing Plbg. Underal.ab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out. Cas Line yFINI►L: Post/Ream Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation (--Plumb.) Plby. Underfloor Water Line Gyp. Bd. -Hech. Date Requeetedi___ v C J __Time: AM PH ` t ^ Address-._/i '� \ !✓ L L �Permir/ .t #:� -�y Builder: THE FOLLOWING CORRECTIONS ARF. RPQUIRRD: Inspector: —�— - - -_ Date: APPROVED DISAPPROVED APPROVED SUB.IECT TO ABOVE Call For Reinsp. INSPECTION NOTICE City of Tigard Building Depar- 2 �! 1312.5 SN Ball Blvd. Tigard, Oregon 7 ^3 Tnepeci.ion ling (Rec-O-Phone): 639-4175 Busi a on : -4171 Inspection:__ Footing Plbg. UndersS Mach. Rough-in TAppr/Sdwlk Found. Plbg. Top Out Gas Line FINQl Post/Beam Stiuct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Lina Gyp. Bd. Bch. 1 L� Date Requested: J Tii//mme�slAM ___PM Address: C-{- (� Permit � C _ Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: [nepector ,— -, Date- V�C — - APPROVED -- DISAPPROVED APPROVED SUBJECT TO ABOVE ----Call For Reinsp. SIGN PEH.MIT PERMIT #: SGN94-0183 DATE ISSUED. . . . : 10/18/94 exro EXPIRATION DATE: O' /Is/q5 'I"A • (%, Iq�s PARCEL. . . . . . . . . : 1S136CC-01001 ZONE. . . . . . . . . . . . BUSINESS NAME. . : SEARS HOMELIFE FURNITURE SIGN LOCATION. . : 11747 SW PACIFIC HWY APPLICANT'/AGENT: E S & A SIGN CO. BUSINESS TAX NO: SIG1: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC (X) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENST.ONS. . . . . . : 11' X 27' TOTAL SIGN AREA. . . . . . : 297 sq.ft. WALL AREA. . . . . . . . . . . . . 2250 sq.ft. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . : 20 ft. PROJECTIOII FROM WELL. : 11 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OI' SIGN: Permanent, wall . 11' x 27' MATERIALS. . . . . . . . . . . . : ALUM/ACRYLIC EXISTING SIGNS. . . . . . . : 2 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERNTT FEE: $ 35 .00 APPROVED BY: DATE- 10/18/94 Permit No C�qy CITY OF TIGARD SIGN PERMIT APPLSCUION Ilse applicant hereby applies for a permit for the work indicated or as shown in the aeeap3nying plans and specifications. SIGN LOCATION ADDRESS: —(� c{ 7 C-0 � � �t — - NAME OF IKJS INL•�S: _� 5 K'o L L r_i=z Q t`.! Y2-1-17 114 APPISCAN`r/AGENT: tom S OOMPANY: Sid�4 PHONE: 5–'7 �' 7-410 The City of Tigard imposes an annual Business lax which must be kept tawr,nt on all persons doing business in the City. Do you present1v have a c=ent business tax? YES (�,) NO ( ) U.L. I bel I I-1tOPOSLD SIGN: (Check as many as apply) PU MANLNr ( FREES`1ANDING FU03qAY NIC ( ) TEMPORARY ( ) WALI, (� ) C1I M ( ) BII1,B0ARD ( ) BALLOON ( ) SIGN DIMENSIONS; / K 7 IDW RJ ION DATE: IUML SIGN AREA (Sq. Ft.) : 1 -7 WALL ARTA (Sq. Ft.) : WALT, FACE: __--- I-[EICTIT (Ft) PItIa7I7GTION FRr°i WALL: - II U IMTNATION: NO ( ) TYPE: 1'4 f.a y-- DOPY' ej_z ¢r2 S (-e r14 L IJ_u 0- MATERIALS: MATERIALS: _ C-U.u-e t K i C _ -- EXIS`r1% STGVS: (� — ADMIMST Vd=, ECCEP'IZON: N/A ( 1 APPROVF1) ) I10W MUCH % ARE; ( ) Imam ( ) COMMiTfIS: —._—— — PIANNI_NG DF�PAIZiM0,1T -- All sign permits must be aeoonpanied by a scale Permit Fee: ' c: drawing and plot plan. If work authorized under Receipt No: - a sign permit has not been cxaipleted within ninety Approved I3y: days afte the issuance of the permit, the permit Dates: ( ��' �— shall become- null aryl void. LT,D=CAL PMC-T/ I (a.,Kr FY TI RT I AM THF, RECORDED OWNER OF THE ROQUIRL;D: YES ( NO ( ) pE!?,j-OI-AN AGENT' AUTHORIZED BY THE OWNER. 'T BU12DING PEIZIrr - REQU=. : YES ( ) NO ( Ap ic-.3nt's Signature cp/BIWE[Mr Address Telephone N:\WORD\CXDI;Uf c4 �- lid +�1 u3fi t IIJ Il n �, ' �"I+1` 1t �l �F til !! �,2.I�V �II v �1 :11 C T � u1 sAi oh LA , a s ��►�� °fit' � ��` rl °jo��, �; � _ SIGN PERMIT PERMIT # : SGN94-0184 DATE ISSUED. . . . : 10/18/94 EXPIRATION DATE: 01/18/95 PARCEL. 1S136CC-01C0l ZONE. . . . . . . . . . . . C_ G 13USINESS NAME. . : SEARS HOMELIF'E FURNITURE SIGN LOCATION. . : 11747 SW PACIFIC HWY APPLICANT/AGENT: E S & A SIGN CO. BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC (X) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 8' X 16' TOTAL SIGN AREA. . . . . . : 128 sq. ft . WALL AREA. . . . . . . . . . . . . 2230 sq. ft . WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . : 15 ft . PROJECTION FROM WALL. : 11 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: Permanent, wall . 8' x 16 ' MATERIALS . . . . . . . . . . . . : ALUM/ACRYLIC EXISTING SIGNS . . . . . . . : 2 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS . : N/A PERMIT FEE: $ 35 . 00 APPROVED BY: DATE: 10/18/94 Permit No. C�� ` - ( G CI'T'Y OF TIGARD SIGN PE1oaT APPLICATION The .-+pplicant, hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN INION ADDRESS: 7 '-1 -7 S C �f� ��. ��— SING: NAIL OF BUS134ESS' �� pry L Ff 12-M 'rcc/11 APPLICANT/AGWr: -- � COMPANY:115 PHONE: `lhe City � if 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? YID ( NO ( ) U.L. Label I — — PROPOSED SIGN: (Check as rs<my as apply) PM'II\N>Nr ( `1 Flumsnvoiw. ( ) FREE ,Y ( ) TEMPORARY ( ) WALL (t-} E DC1'ImNIC ( ) OTHER ( ) BI LBaNRD ( ) BALLOON ( ) SIGN DIMENSIONS: _ �` E(PERA�(TION,J)PE TOML SIGN AREA (Sq. Ft.) : I �---- WALL AREA (Sq. Ft.) : -- WALL FACE: I IEIGIT (Ft) — PFWECrION FVC14 WALT,: TT TImtTNAmrON: 'I'M ("r ) NO ( ) TYPE: 1-c j COPY. 51 "� ( (y � F (=ccrZNsT_itl�f MATERIALS: — MSTING SI NS: ADME14TSIRATIVE EX=-ION: N/A ( ) APMVED ( ) iKM Mfx-3[ _o �,�R;;7�,}}T7 AREA ( ) HEIG11r ( ) OOM PLANNING DLI'AtZIMIlvr �� Al.l sign permits must be accompanied by a scale Pennit Fee: _ drawing and plot plan. If work authorized under 1tec cipt fo: `D�G a sign permit has not been completeA within ninety hPProyod B : days after the is yuan e of the permit, the permit Date: - - _hall becotiv- null and void. L7�2Y` CAL PI909'I' I CM=. ZII11T I AM TljE RL j?DLD OWNER OF TIT-, ItIJ�Ullt'cT): Y0,7, (� NO ( ) PLTT}L.6R�1Bf AGINr AIMIORIZQI BY 111E OWNER. I1UII 1NC Pullin T RI9Q[AI21�: YES ( ) NO l� App l iCL- ( s S igs tore cp/B1<MPr1W — Addre&-, Telephone N:\WORD\CbMDFV\ f cQc-rl�F > tiD i I I Cn I I I I r �J FR '�•. _ rn d rri - -- 1 .- 7— �\ IP F IV ui c _ = t C 9y�I� •��? -ern �_�, i�� n .� � (' � �jd O CITYC'O F TIARD r �c/ COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223*8199 (503)639-4171 13UILDING PERMIT PIE-RI111 #t. . . . . . . : BU1_,94---0t*:`5i2 DiITE ISSUED: 10/18/94 639-4171 PARCEL: 19136CD-01000 ST ODDRESS. I 1745 S 'J SW I ,OCIFTC, HWY SUBD I V I S 1014. . . . : ZONING: C-P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . REISSUE: FLOOR EXTERIOR WALL CONS)TRUCTiON- CLASS t';F WORK. :04i.W F I RST. :32.380 sf N: S. E: W: IHR TYPE OF USE. . . :CUM SECOND. . . : S f f::'RUTECT -- ----_— FYPE OF CONST. :5N THIRD— . : 5f N-N S.-N E:N W:N OCCUPANCY GRP. .-B2 TOTAL 32,380 s CON�3*1`:A F I RE RE T` :Y OCCUPANCY LGAD:931' BASEMENT. : s AREA SEP. RATED: 1-3 FOR. 1 HI . :3�- - - GARPGE. . . OCCU SEF'. R '11- A 'D. � ft BSM T? - MLZz?: RLUID SETBACKS------- REUUI RED----- FLUOR LOAD. . . . r)s f L V.--.F-T ft; I 2(31-4 T ft F I R 51'-,VL- .-Y SMUK DET. . DWELLING UNITS: FRNT: ft REAR ft FIR ALRM:Y FINDICP ACC., Y BEDRMS. BATI iS: IMP 13URFACE-00 PRO CCIRR.N PARKING- VALUE. $ : 289000 Remarks : 32, 380 SO FT FURNITURE RETAIL BUILDING ( INTER11JR ONLY ! ! ) "ON-SI-CE WATER UUALITY FACILITY" NO CLRT OF O0'C UNTIL (ALI-- 5DR94 -41006 CONDITIONS AR11 MET . FEES t y pie amol.tnt by date recpt PRMT $ 905. 50 JF 10/18/94 - P L CK $ 588. 58 - 06/30/94 94-256135 • FIRE $ 362. 20 - 08/30/94 94--L56135 V-1-ione 5PCT $ 45. 28 JF 101 IB/94 Contractor: RE'l-AIL CONSTRUCTION SERVICES 7`,92 CURREIA. BLVD, SUITE 114 ,Li ; PAUI_ MN 55125 Ph on e It: 6 1:.--•'7:38 79 74 $ 1901. 36 TOTAL. Peg #. . -. 6411106 REUU.1RED INSPECTIONS this permit :s issued subject co the regulations contained in the Framing Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Gyp Board Insp ....... applicable laws. P11 work will be done in accordance with Mi c;c. .1 n s p e c t i on approved plans. This permit will expire if work is not started F.i n Ir s p e ct i on within 180 days of issuance, or if work is susoended for more than 180 days. "'I'mittee P rt FAY - Cal 1 for inrpec:t i on 639-4175 118,'IT 94 14: 33 'V50 G14 72197 CITY (.)F I1(.'.1RD Zuoi uo2 gCommercial— I Ligation City of Tigard 13125 SW Hall Blvd. Tigard, OR 972,23 (503.) 639-4171 11745 Southwest Pacific I-lighway Jobsite Address: t Nz _0 ; Homelife -. lifurniture SuiteZ 1. 1iI i Tenant: Pw R $289,000-00 Valuation: 1'PRO Vl`i, Sears, Roebuck & Company A Owner: 2333 Beverly Road Address: Hoffman Estates, IL 60179 (708) 286--3635 15:hma I hi a A 01, Phone: truction Services Retail Cons esu a1 262 11 WMI , (I)ntraCton x. 7582 Currell.-!boulevard, #114 Address: Interior Finish 'aul, MN 55125 Type of const: Occupancy class: R2 Phone: (612) 738-7974 ___ — I Registration #061006 (Copy Attached) Sprinkleredl Yes No o Contractor's License 32300 (attach copy if CUITent Oregon license) Sq. ft.I of project: Stork'l st 2nd, etc.) R ArcliltectrEnglneer* Kenneth L. Butts, 11A Proposed use: Retail (Furniture Store) Address: 124 Stagecoach Road Prevfmus use: Bell Canyon, CA 9130 Note: Plumbing & mechanical plar-7 must be submitted at time v Phone: (818) 999-4272 building permit application. Interior Finish To Salps Area:COMMENTS: Post-itFax Note 671 u, Fro Drywall Partitions',, r,'looring, Painting & I C X., F-1 t i al outlets, carpentry. P1111 Wall Covering, ec 1 4 (612) 738-7974 Pax F11 11 Ar.plicar Siqnature 3 one number Received by:__ 08 17 94 11: 54 jT501 684 7297 (:ITT OF 'TIG'aRD Q002,'002 Permit A Account Description Amount Amt Pd. Ball. Due 61dg. Permit (BUILD) — Plumb. Permit (PLUMB) Mech. Permit (MFCH) — --- State Tax (TAX) Bldg: _ Plumb: Mech: Plan Check (PLANCK) _ S B1dg: Plumb- Mech; _ Sewer Connection (SVVUSA) — Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) - Residential TIF (TIF-R) _ Mass Transit TIF (TIF-MT) _ --- Commercial TIF (TIF-C) _ Industrial TIF (TIF-1) — – Institutional TIF (TIF-IS) Office IIF (TIF-0) Water Quality (WQUAL) ---- Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPF2MT) �---- – Erosion Planci✓USA (ERP!-AN) Erosion Planck]CAT (EROSN) — __ TOTALS: __=�— �-�--� !A 1 .1 fill fill. 1:1 4 I It I I i I1-4 1 1 1`0 1 t Wit 1l IiA I c IA. 00 I� 1,11 HI I if I I I VI/A A/41i lift'I,it-I i it I,I ;yI 11 111 If',)41 IIA I 14 1 1 U D INH PF"RM Hkjf,' 1 ,0,� I-jw POCIFIC my $Wh 110W.U.IrV, U ORM I I If 1rII(.:11.. W11 KIN f Pf 4 t 1) TUALATIN VALLEV FIRM; & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469 • FAX 526-2539 RECEIVED October 12, 1994 !�; 1994 COMMUNITY UEVELt)PMENi Steven A. Barry Action Technolcyy Systems 835 S.E. 17th 4verae Portland, Oregon 97214 Re: Sears Home Life 11745 S.W. Par:ific Hwy. 5990C-168-000 Dear Mr. Barry: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those sections of ;he Uniform Building Cade (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations . Plans submitted for the above noted project are conditionally approved subject to the following: After completion of this project call for an inspection . Please provide 24 hour notification prior to anticipated inspection time and date by calling 526-2469 . Placement of strobes and strobe horns are visible from all portions of the floor- after the partition walls are erected. Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If I can be of any further assistance to you, please feel free to contact me at 526-2469. Sincerely, Bradley Wanamaker J Deputy Fire Marshal BNW:kw cc: City of Tigard BuildinDepartment ,Working"Smo a Detec ors Save Lives INSPECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Leine (Rec•-O-Phone): 639-4175 Business Phone: 639-4171 Inspectlon=____ Footing Plbg. Underslab Mech. ough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line PINAL: Post/Beam Struct. San. Sewer Framing -.Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Koch. rate Requested:_ L� e C Time: AM ��/)-/PLi•'At�r_ Address: 7 j llC41 G C / 'L Pmrmit t: Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: yy �� „.e��(`.�� ',�•--�—:�,..�-(�Lir �A� ��/� -- Z�G Inspector•_ -1 - Dates'_L -= __ -- ----- ----�- 1_ _._._._APPROVED DISAPPROVED APPROVED 'IUBJECT TO ABOVE _Call For Reinsp. INSPECTION NOTICE city of Tigard Building Department 13125 BW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rea Phona)t 639-4175 B+sa ineaa Phone: 639-4171 Inspection,_._. �....c_.�..L_ ._ Footing Plbg. Underslab Mach. Rough-in Appr/Sdwl.k Found. Plbg. Top Out � a'8 • Line ) FINAL: Post/Beam Struct. San. sewer Framing -Bldg. Post/Beam Mesh. Rain Drain Insulation -Plumb. Plbg. Underfloor water Line / ` Gyp. Bd. -Mach. Date Requested:. 1C /7! ��1` Times AM PM Addrenn: l/I l _� ll �i"`� � - __ Permit Builder: THE FOLLOWING CORRECTIONS ARE REQU7.RED: � � L Inspector: !Date: !5 __7 APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _ —Call For Reinap. INSPECTION NOTICE �f , City of Tigard Builds sq Departmont 13125 SW Ball Blvd. Tigard, C-regon 97223 Inspection Ltne (Rec-�O-Phone): 639-4175 Business Phone: 639-4171 r Inspections„r Footing Plbg. Underelab Mach. Rough-in 4ppr/Sdw1k round. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -.Bldg, Post/Beam Hoch. Rain Drain Insulaattion -Plumb. Plbci. Underfloor Water Line �dq.`Z --Mach. Date Requested:_ /��7�1s �/J/6 1�� _Times �AN PH Address$ 2�� / CAc.C.�C. L!'_- Permit #.—!2,!y Builder: ll THE FOLLOWING CORRF.CTTONS ARE REQUIRED: Inspector: �--- �_ Dater ArPROVED DISAPPROVED APPROVED SUBJXrT TO ABOVE Call For Reinep. INSPCCTION NOTICE City of Si.gard Bullding Departaent 13125 SN Ball Blvd. Tigard, Oregon 972: Inspection ' Line (Rec-O-Phone): 639-4175 Business Phone: 6/39-4-4/171 ,. Inspection: �KI� C "�-_— t' !_ •/ Footing Plbg. Underslab Hoch. Rough Appr/Sdwll. ------------ Found. ------iPound. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer -Bldg. Post/Beam Mech. Rain Drain Insulatio �" - -Plumb. Plbg. Underfloor Water/ Line Gyp. Bd. -Hoch. Date Requee/te7dsJ _Time: _K—AH PH Address:�l 1 �/ 4yL� THE FOLLOWING CORRECTIONS ARE REQUIRED: Cat tnepector:_-_�------ __--- _—_ Date: APPRO✓ED DISAPPROVED APPROVED SUBJECT TO ABOVE -----Call Por Reiaep. N yq TUALATIN VALLEV FIRE & RESCUE AND BEAVERTON_FIRE DEPARTMENT ^2U� —/'�y7 / "S FIRE MARSHALS OFFICE (503) 526-2469 POSTED: �qFs R OCCUPANT CONTRACTOR _BLDG. PERMIT Ik PROJECT NAME PLAN REVIEW 0 LOCATION /////// --SIX/ JURISDICTION: 1= Be. 2= Du, 3= K. 4= T 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER/ FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL Framing Separation Walls Sprinkler S}ste�9� f Shaft ❑ Fire Dampers (OverheanderEround) ElAlarm System Hood' Extng Systems El Conference Spray Booth El Ceiling Cover � Other_ _ .1 rJ ro��2 c''s �J ICJ ✓ !^ to vi� 5 40�0' 61 to CIL VIP +tee ,,ed-) 5;2T_1� _ Tl� 2 b v, � � < t" ��-,oma �►,�� ,`.e � � TO Dates �/ �� Inspector: 1 y'"z (�! `_ €k 4 — — INSPECTION NOTICE City of Tigard Building Department 13125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O.•Phone): 639-4175 Business Phoae: 639-4171 Inspection:_---- -_ --- ---- -- Footing Pltg. Underslab Mech. Rough-in Appr/Sdwlk Found. P)bg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -8141g. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Tins (' ( Bdl) -Hoch. Date Requested: rl < < Times AM PM UAddress: � (( � i _ -L� Permit ft_ C Builders�_1 THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector --------- Date:_ —J i`1►PPROVED _ DISAPPROVED -_ APPROVED SUBJECT TO ABOVE Call For Reinsp. Construction Inspection 8%L Related Tests Carlson Testing, Inc. Geotec'micnI Consulting P.O. Box 23814 October 3 , 1994 Tigard,Oregon 97281 Plicne(503)684.3460 94- 1590 F,1X#684-0954 FIELD INSPECTION REPORT DATES COVERED: October. 3 , 1994 PROJECT: Homelife Furniture Store ADDRESS: Tigard, OR INSPECTOR: H. P. Murphy 10-03-94 : CTI representative met with General Contractor and roofer and walked roof for final inspection. Except for the fol]-owing exceptions , all. appears to be per plans and specifications . 1 . Nailing top edge of cap flashing on parapet walls to be 6" on center. 2 . A few cap flashing at vertical edges are loose and need to be secured. 3 . Post tension block supports of gas supply piping on roof need attention, i .e . additional padding. NOTE: Item #1 above must be completed prior to installation of sheet metal flashing. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CA SO TEST ING, C . Dbu las W. -sident HPM/ecp cc : Westwood Corporation - Jerry Foy Westwood Corporation - Betty Wollam City of Tigard Jcr, Jurgens & Associates - Vernon Lee NCCESS OREGON 2397155 P. 02 I 1'0: Mark Burrows City ofTigard Building Department FROM: Kathe Coleman u Automatic doo�touc.h locations for Home Life by Sears in Tigard, Oregon Septcniber28, 1994 Aller reviewing the design, you sent for the automatic door operations, I believe the touch locations, although inounted more than the 36" horizontally and less than the 18" from palh of travel as stated in code, are useable by individuals with disabilities. I)r►c to both the Night cost of moving the touch locators and the lack of another appropri- ate site for mounting, l would mcommer►d leaving them as is. I INSPECTION NOTICE { city of Tigard RviIding Departaent 13125 811 Hall Blvd. Tigard, Oregon 97223 Inspection Line (Ree-O-Phone)r 639-4175 Buniness Phone= 639-4171 Inspect ion• -- ----- Footing Plbg. Underalab Mech. Rough--in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL= Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Wat,wr Line I fid. .-Mech. Date Requested! l( �{��J,_ —_- �f_Time: Address:.1 Builder:___ THE FOLLOWING ,C{OR�REC�TIONS ARE REQUIRED: 1 Inspector:__ Date:J i 4 - 911 i APPROVED DISAT.-PROV*?7 _ APPROVED SUBJECT TO ABOVE Cr_71 For Reinep. INPECTION NOTICE City of Tigard Building Departamt L - -� ' 13125 aw Ball Blvd. Tigard, Oregon 97223 Inspection Line (Ree-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: -.--------_—___--- —__-- Footing Plbg. Underslah Mech. Rough-in Appr/Sdwlk Found. PL\bv Top Gas Line FINAL: I_ ._.- Post/Beam Struct. San. Sewer Framing --81dg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Hater Line Gyp. Bd. -Lech. Date Requested: 1�� 7� _Timet gAMMPM Address:- t La->r[�3L c Permit t l -1/ C� 7 Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inni:ec or^ //� R`----T_.._.----- Date: �7/u APPROVED DI;APPROVRO APPROVED SUBJECJ TO ABOVE Call For Reinno. ('onstnictioii Inspection be Related'leetti Carlson Testing, Inc. GeotrchiticalC.onsultinR P.O. Box 23914 September 23 , 1994 Tigard, Oregon 97281 Phone(503)684.3460 94- 1590 FAX M 684-0954 FIELD INSPECTION REPORT DATES COVERED: September 23 , 1994 PROJECT: Homelife Furniture Store ADDRESS : Tigard, OR INSPECTOR: H. P. Murphy 09- 23- 94 : CTI representative visited jobsite to check/observe progress of. roofing. All work appears to be per plans and specifications and good roofing practices . Roofer is presently completing laying of cap flashing on parapet wall^ and will return tomorrow to finish nailing top edge of cap onto parapet walls and will mastic cut corners (.inside & out) at parapet corners and roof penetrations . Final inspection to be completed next week when Contractor advises . Our reports pertain to the material tested/ i-nspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING IN , r\ ' j Douglas W. Leach President HPM/ecp cc : Westwood Corporation - Jerry Foy Westwood Corporation - Betty Wollam City of Tigard Jon Jurgens & Associates - Vernon Lee � Inspection& Related Tests C. Construction arlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 September 22 , 1994 Tigard,Oregon 97281 Phone(503)684-3460 94-3 590 FAX#684.0954 FIELD INSPECTION REPORT DATES COVERED: September 21 , 1994 PROJECT: Homel_ife Furniture Store ADDRESS: Tigard, OR INSPECTOR: H. P. Murphy 09-21-94 : CTi representative visited site and observed roofing installation. Roofer presently basing and plying decks of raised roof at entrance . Most of roof deck has been completed with cap sheet. Also, parapets are mostly completed. No sheet metal flashing has been installed. Most of curbs for roof penetrations are near compl-ttion. Advised General Contractor to have roofer seal (hot mop) leading edge of base/ply sheet not yet capped and also to seal top edge of parapet wall cap to prevent rain penetration and sag. NOTE: Fish mouths, etc . on ply sheets were taken care of prior to capping. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTI J,,/, NC. Douglas W. Leach President HPM/ecp cc : Westwood Corporation - Jerry Foy Westwood Corporation - Betty Wollam City of Tigard Jon Jurgens & Associates - Vernon Lee INSPECTION NOTICE , city of Tigard Building Department- - 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec--o-Phone): 639-4175 Business Phone: 639-4171 Inspection:_ -- Footing Plbg. Underelab Mach. Rough-in Appr/Sdwlk Pound. ( Plbq. Top Out ) Gan Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbq. Underfloor Nater Line Gyp. Bd. -Nech. Date Requested:_ 1� --- TL—: ---AM - Addiess:_1 17 �I�� Parmity -��Jct7 Builders Z U ----) 12- THE FOLLOWING CORRECTIONS ARE REQUIRED: Inepectp APPROVED DISAPPROVED ' APPROVED SCBJECT TO A Call For. Reinnp. INSPECTION NOTICE v4ccZ 1 City of Tigard Building Department wyne 13125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (.Rec-O.-Phone): 639-4175 Rusinens Phone: 639-417.1 Inspection:___ --_-__,_-- Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Lina FINAL: Post/Beam Struct. Sen. Sewer rsming / C�� -Bldg. Post/Beam Mech. Rain Drain Insulation / -Plumb. Plbg. Underfloor Water rrj Line -Mech. yp. Hd� -Mech. Date Requomted•_ / 42 1 ! y Timet PN Addreea: I( 7 f _-- � CC[(t�- �( Permit tt Builder:-LI—L� Cl Lj _ �- THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: Dates /APP.tOVED �_ DISAPPROVED - APPROVED SUB.IECT TO ABOVE Call For Rainsp. INSPECTION NOTICE city or Tigard Building Department 13125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-0-Phone): 639-4175 Business Phots! 639-4171 Inspection:___ _ Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Pout/Ream Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain } e,;- Ineulation -Plumb. Plbg. Underfloor Water Line/' Gyp. Bd. Hoch. Date Requested: r Y Time, -1=-HAM PH l Address: j > �{C-�K f Null. Psrmlt !t� r 7 - ` Bulldar: -t � CA), THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: v Date: 2 1L APPROVED DISAPPROVED APPROVED SU&IECT TO ABOVE Call For Reinsp. INSPECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phones 639-4175 Business Phones 639-4171 Inspection:_ Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Pont/Aeam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Lime G �Gyp. Bd. -Mech. Date Requested:' / /Z L) r 7 // Times /AM ( 'PM Address:-� `T✓ t,jL; (`_&� Permit 1s Builders �� 'I Z CTHE FOLLOWING CORRECTIONS ARE REQUIRE: l _ Inspectors ----- Date:_ -� APPROVED l/ DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap. INSPECTION NOTICE City of Tigard Building Departs t Ne, 13125 ow Ball Blvd. Tigard, Oregon 97223 Inspection Line (hec-O-Phone)st 639-4.175 Business Phones 639-4171 Inspsetion: ,�C�-'S;c•1�_j_ n .�"CL_ �_ l<-��...�� ' Footing nlbg. Underelab Mach. Roagh-in Appr/Sdwlk Found. Plbq. Top Out Gas Line FINALS i,oet/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mach. Rain Drain Innulntion -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mach. C� G Date Requested: / C __Time: AM _ PM 7 Address:l1 Buildars_L-1-1 C� ( I L/ _ THE FOLLOWING CORRECTIONS ARE REQUIRED: _��2'-L-.__� C� �'�'�tl� 'e'er.-t,(..•�� xC Inspector:._` .— - --- Date: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE For Reinep. pection Tests Carlson Vesting, Inc. Constniction InsGeotechu�1 Consulting P.O. Box 2.3814 September 0 , 19 9 4 Tigard, Oregon 97281 Phone E•03)684-3460 94-1590 .,v a 68,',-0954 FIELD INSPECTION REPORT DATES COVERED: September 20 , 1994 PROJECT. Homelife Furniture Store ADDRESS: Tigard, OR INSPECTOR.: M. McHargue #614 09-2.0-94 : CTI representative was pzesent on site for visual inspection of the field welded beam seat. Detail 20 on S4 . Welds were found to be visually acceptable per drawings and AWS D1 . 1 . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, gI,S TESTIN INC. i l / glas W. Leach sident ' MM/ecp cc : Westwood Corporation - Jciry Foy Westwood Coiporation - Betty Wollam City of Tigard ,,on Jurgens & Associates - Vernon Lee i M INSPECTION NOTICE City of Tigard Building Department 13125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-0-Phone)s 639-4175 Business Phone: 639-4171 Inspection:` "Xi.�-- ----- —..------ looting ` Plbg. Underslab Mech. Rough in Appr/Sdwlk Pound. Plbg. Top Chit Gas Line PINAL: Poet/Beam Struct. San. .fewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plwnh. Plbg. Underfloor Water Line Gyp_ Bd. -Mech. Date Requested: Y_ Time: KM PM C. Address: f J /iii-c /YG Permit f: Bul.lder: THE FOLLOWING COPRECTIONS ARE RRQUIRED: Ins .:. nr:�__ �1 7 F� -----------------'_...---- Dat@s �^ APPROVED DISAPPROVED APPROVED SUR.IP.rT To ABOVE _.-. _Call For Reins,i. INSPECTIOG NOTICE ��1✓J City of Tigard Building Department 13125 SSS Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Bun.ness Phone: 639-4171 Inspection•—__--_ _— _----_ Footing Plbg. Underslab Mech. Rough-in Appr/Sdwik Found. Pllg. Top Gut Cas Line FINAL: Post/Beam Struct. San. Sewer Dramin -Bldg. lost/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water/ Lina Gyp. Rd. -Mech. Date Requested.: z/z j ! / — Timet AM PM Address: Me� Permit t! Builder:.,_ 1 THE FOLLOWING CORRECTIONS ARE REQUIRED: rz nr/ Inspector: ---.._.-- ---------- --- Date. 1 APPROVED _ DISAPPROVED _T APPROVED SUBJECT TO ABOVE _Call For Reinnp. Constavction Inspection & Related tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 Tigard,Oregon 97281 September 19 , 1994 Phone(503)684.3460 94- 1590 FAX #684-0954 FIELD INSPECTION REPORT DATES COVERED: September 16 , 1994 PROJECT: Homelife Furniture Store ADDRESS : Tigard, OR INSPECTOR: H. P . Murphy 09-16-94 : CTI representative visited jobsite to check progress of roofing. Roofer presently laying cap sheet on field of roof and cap flashing up minimum of 12" on parapet wt.j.ls . Roofer nailing top edge of cap sheet to masonry wail. All roofing work appears acceptable to plans , specifications and manufacturers minimums . Roofer is proceeding with cap sheet/flashing per job specifications , e.g. " . . .cant strip. . . is to be left dry" . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this oftice. Respectfully submitted, CAR ON S I/NG, . l ou las W. each P si.dent HPM/ecp cc : Westwood Corporation - Jerry Foy Westwood Corporation - Betty Wollam City of Tigard Jon Jurgens & Associates - Vernon Lee Construction Inspection&Related Tests Carlson Testing, Inc• Geotechnical Consulting P.O.Box 23814 September 15 , 1994 Tigard,Oregon 97281 Phone(503)684-3460 94-1590 FAX 8 684-0954 FIELD INSPECTION REPORT DATES COVERED: September 13 & 14 , 1994 PROJECT: Homeli.fe Furniture Store ,17 `13- 5c,J P#R` ADDRESS: Tigard, OR INSPECTOR: H.P. Murphy 09-13-94: CTI representative walked roof with Job Superintendent and noted areas of concern, namely separation of plies at perimeter wall cants, some "fish mouths" and ply edges that did not have enough hot asphalt spread initially to run beyond edges. Most of these will be taken care of during laying of cap sheet. Any separation of top ply in field will need to be cut and hot mopped down. The plies at perimeter need remopping. Also discussed with Superintendent flashing treatment on parapet walls will be minimum of 12" up from deck and to run to top of wall if within 2-3" . The above matters were discussed with roo`ing installers representative (Jay at Interstate) . Cap sheet installation to start tomorrow morning, weather pending. 09-14-94 : CTI representative visited jobsite to observe roofing installation. Met with roofer' s Foreman (Mike Thomas) and roofer' s representative (Jay Reed) and discussed items on CTI ' s previous (yesterdays) report. Roofer confirmed fixes to plies, etc. in fielu of roof . Only question unresolved in whether or not to fasten fiber cant to deck/parapet wall (hot mop or mechanically) and then field plies to it (cant) . Roofer to resolve with Schuller (manufacturer) representative. See specification Sec. 07510, page 2, Appl. Roofer presently completing laying of base and two plies on balance of roof over dock area. To cant and mop in roof penetrations next, then start cap sheet . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. #94-1590 September 15 , 1994 Page 2 of 2 IL there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CA L O /TESTING NC. DoVg as W. Leach Prr- ident HPM/ecp cc : Westwood Corperation - Jerry Foy Westwood Corperation - Betty Wollam City of Tigard. Jon Jurgens & Associates - Vernon Lee INSPECTION NOTICE, City of Tigard Building Departaent 13125 Sw Ball Blvd. Tigard, Oregon 97223 Inspection Line (R�ec-O-Phone): 639-4175 Business Phone; 639-4171 Inspection:_ ----- rooting Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out. Gas Line FINAL: Poet/Ream Struct. San. Boweramin) -.Bldg. Foot/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Neth. Date Requested: D � Times _!AM _PH Address: U � Permit t: Builder: V V eJ I THE FOLLOWING CORRECTIONS 11RS REQUIRED: Inspector:_— -- ----- -------.__. � Dates je-APPROVED DISAPPROVED APPROVED SUBJRCT To ABOVE Call For Reinep. SIGNPFR.MIT PERMIT #: SGN9- -059 DATE ISSLED. . . . : 09/14/94 EXPIRATION DATE':.,-, PARCEL. . . . . . . . . : 1S135CD-010J0 :`ONE. . . . . . . . . . . . C-P BUSINESS NAME. . : SEAR HOMELIFE SIGN LOCATION. . : 11745 SW PACIFIC HWY AP?LICANT/AGENT: LUMINITE SIGN BUSINESS 'IAX NO: SIGN: PERMANENT (Y) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 7' BY 10' TOTAL SIGN AREA. . .. . . . . 70 sq. ft. WALL AREA. . . . . . . . . . . . sq. ft. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . : 20 ft . PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: A freestanding sign 20' in height with copy "Sears Homelife Furn-ture" . MATERIALS. . . . . . . . . . . . : PLASTIC EXISTING SIGNS. . . . . . . : 01 ELECTRICAL PERMIT REQUIRED: YES BUIi.LDING PERMIT 7EQUIRED. . : YES ADMINISTRATTVE EXCEPTIONS. : N/A PERMIT FEE: $ 67.50 APPROVED BY: DATE: 09/14/94 Permit No. _�Ll- IJ'r ` ['I Y OF TIGARD SIGN PERUT APPLICATION The applicant hereby applies for a permit for the work indicated or as shc.rn -1 the accompanyi,ng plans and specifications. STCV LOCAT''ON ADDRESS: - 1 I -7y5 A67)0�---_ q'!ZONT14G NAME OF BTISTNESq: s5y 1 �l!�l ;_'C' APPLICANT.'/AGENT: COMPANY: ��i ��/ PHONE: _�� The City of Tigard impnsa5 an annual Business Tax which must be. kept cur-rent on all persons doing business in the City. Do ycu presently have a current business tax? SCIS ( ) NO ( ) U.L. I abel # -_-• PROPOSED SIGN: (Check as many as apply) — PERMANENT" (�) FREF--,FINDING ( 3 FRFEVAY ( ) TENMRAR•Y ( ) WALL, ( ) ELF-CINL)NIC ( ) OTHER ( ) BIUBOARD ( ) BALLCON ( ) SIGN DBMM;SIONS: �2 ��' _fir_ EXPIRATT iN DKIE TOTAL SIGN ARL-A (Sq. Ft-.) : WALL, AREA (Sq. Ft.) : W.1, FACE: =GRT (Ft) PPDJE=ON FRCAM WALL: _ P1 4 ZT ATION: YES ( Xj N6 ( ) TYPE: CI)PY: =,1 �' 1-}i l /�Q 7 I -( G°l�),I,( l ` MATERIALS: 'r C-• EXISTING SIGNS: AEMINIS'IWf,'_VE EXCEPTION: N/A ( �} APPROVED ( ) HOW MLUI � ARTA ( ) HEIGHT ( ) QY`II�1dT'S PL WING Dal _ All sign permits must be accxmpan ed by a scale '? t FES^ � �Q drawing and plot plait. If work authorize i under Receipt No: �1-��_6 /6 a sign permit has not been ompleted within ninety Ajjn-m eg : days after the issuance of the permit, the permit Datelbecr" gull and void. E1J3CIRICFIL PMUT I CER= THAT THE RECORDED CATER OF THE YES ( LY 1VO ( ) PRGP= OR AN ENI'XnJORIZED BY THE MMR. BUff'ISING PErfi ( x,(,'11 L7 l SIRED: 'ES (-J'NO ( ) (-ApplicantO s S ignature – ---- Address Telephone ' N:\WC.,RD\r-LWDEV\ 1 J N R. U R N S & A '' S S Q C I A T E S A R C H f'T E C T U R IE & P L A. N N I N G R26 ,0 - '.•\,' / F�U!IDiNG . . .QP��` F' ~I leg? C7R.4fVT I OVERHANG G�y,P� WITHIFI EON T0• 'OEPAT. CONNECTI Z1 ' BLDG. Q.t GONG. (Ul � 91D�WAbK W ; -.. . •�. M A Z? /ROPGRJ ]' - ---ACGE55 AGF EEMENT p- .1 AREA PER OD.O.T. STATE REVIEW q SEE ATTAC"r"ENT A S ATED 5-3-S4 ti EXISTING CURB i I �• Get 1E L I -I'LON ICN � � Q i TFL ONE BOOTH /- .; � 0030 446' 11 10 1 bila 'S ;. CHORD: N 59'25'48" rE , PROTEc�`T �1- �_- DATE S0 PAGE '_E P— —•9 4 F R I 1 3 1 Z: H R FC A t,4114 E'r' E � CA - tt AA-? 4-1 .ST F S W�, G ,-9�B z �1 r my M 2.3�x? J -V j 0 77--, Oita oM _ DATE LU _ SHEET NO. �L�._ I � E:P- -4. FR 1 1 3 : 13 P4 R K rE N N r=Y ENGRG MAX ORttsoM O�Z DATE IL '108 NO. SHEET N 0. NGINEEF) .LNSPECPION NOTICE )<�-�.GV�'� ' City N of Tigard. Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-o-Phone)s 639-4175 Business Phones 639-4171 Inspections-�� Footing Plbg. Underalab Mach. Rough-in Appr/Sdwlk ouj ) Plbg. Top Out Gas Line FINALt Post/Beam Struct. San. Sewer Framing -Bldg. Post/Ream Meeh. Rain Drain Insulation -Plumb. Plbg. Underfloor hater Line Gyp. Bd. -Meeh. Data Requested: Time: _!_AM PN ` ,(# �< Address: Permit Builder:THE FOLLOWING CORRECPIONO ARE REQUIRED: Inspector: ,( APPROVRD DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. Construction inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPOfT OF 6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tiyard,Oregon 97281 Test Methods: ASTM C172/C1231/C31/C39/C1064/C143 Phone(503)684-3460 FAX 41684-0954 Date Molded: 09/13 , 19- 94 Job No. 94-1590 Permit No: — Client: WESTWOOD CORPORATION — JERRY FOY Project: HOMELIFE FURNITURE STORE Address: TIGARD OR Contractor: _— WESTWOOD CORPORATION Gub Contractor: -- ---- Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 204 ".-Ticket No. _ T-4 65759 Cast By: H .P . MURPHY _ --Cu.Yds. 11 ._Load No.1 --- ` Weather. --- SUNNY Temp.Nigh: _75_Temp.Low: 48 - INTERIOR FLOOR SLAB @ REAR DOCK Location of Placement: C Test Time: 11 '5 - Concrete Temp: 6 Strength Requirement: --- 3500 PSI 0 28 days Slump - -- Cement Type - - 3710B 3/4" Mix No./No.Sacks - —Air Content -- Max.Aggregate --— Admix.Amount: Branca. -- Admix.Amount: Brand: Set Test® Register Date Date Total AUnit Re ort Tested Area,No. Days Number Rec'd Test Load PSI No. By 7 7202 09/14 09/20 100,550 28.35 3550 27 JB 28 7202 09/14 10/11 28 7202 09/14 10/11 Remarks: CC.CITY OF TIGARD _ WESTWOOD CORPORATION — BETTY WOLLAM JON JURGENS & ASSOCIATES Information contalned herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection & Related Tests Inc.Carlson Testing, Geotechnical Consulting REPORT OF 6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 -� Tigard,Oregon 97261 Test Methods: ASTM C172/C1231/C31/C39/C1O64/C143 _ Phone(503)684-3460 - — FAX#684-0954 Date Molded: 09/13 19 94 Job No. 94-1590 Permit No: ------- Client: ._WESTWOOD CORPORATION - JERRY FOY Project: _ HOMELIFE FURNITURE STORE -"___ - - T I G AR D O R — --- ------- "— Addr�ss: -- ---- Contractor: -- WESTWOOD CORPORATION -Sub Contractor: �- -- ------ ------- Concrete Supplier: — ROSS ISLAND SAND & GRAVEL Truck No. _ 204 Ticket No. r-4 65759 ��-- H Cast By: .P . MURPHY Cu.Yds. — 1 1-- - --Load No.1—_ ---- — --- SUNNY Temn.High: _75 Temp.Lo, _- 48 ---- Weather: - INTERIOR FLOOR SLAB 0 REAR DOCK ��catinn of Placement: - -- —""-- 11 = 55 _ Test Time: -- - - ---Concrete Temp: -- 350026 � �� I Strength Requirement: ---- - ---- PSI a -- days Slump J -- ---Cement Type ----- 371063/4 " Mix No./No,Sacks Air Content ------ - - Max.Aggregate - - Admix.Amount: — Brand: _Admix.Amount: ___Brand: Set Test Register Date Date Total Area Unit Report Tested No. Days Number Recd 'rest Load _- PSI No. By 7 7202 09/14 09/2C 100,550 28.35 3550 27 JB 20 7202 09/14 10/11 117,260 28.35 4140 36 JB 28 7202 09/14 10/11 118,170 28.35 4170 36 JB Remarks: cC:CITY OF TIGARD WESTWOOD CORPORATION - t3ET?Y WOLLAM JON J1,RGENS & ASSOCIATES Infnrmation contained herein Is not to be reproduced,except in full,without prior authorization from th";office. INSPECTION NOTICE .Z 1 City of Tigard Building Department 13125 sw Ball Blvd_ Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: ----- Footing Plbg. Un erelab Hoch. Rough-in Appr/Sdwlk Found. Iibg. Top Out Gas Line QINAL: Poet/Beam Struct. San. Sewer Framing -Bldg Past/Beam Hach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. Date Requested:—,�1 p _Time: AH PH Address- 1_—__ �C-�" Permit #s i Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED. Inspector: f _ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _ Call For Reinep. --- - --- ;�y Asc.oc ates. Inc. September S. 1994 C: (DFIY, r. Kenneth L. Butts. Architect 124 Stage Coach Rd. Bell Canyon, CA 91307 Re: Homelife (Interior Only) -Plan Check#3-5.'.0 11745 SW Pacific Highway Sears,`T•igard, Oregon BAI IgbNo 94Q6 Dear Kort: At your direction, we have modified these drawings to answer the concerns of Tigard'• Plan Examiner, Nlar- Burrows. as expressed in his letter to you of 2 September 1994. Specifically, we have: -- -- 1 Called for all wood in contact with concrete to be pressure treated. Sze Drawing A-1, General gore 9 as well as details on Drawings A-5 and .�\-i 2. We have provided n�'o-inch high edge protection for ramps at Mom's C,& I I-'N and Leather Gallery 111 C. See details 6A/A-5. 3. The only controls which are installed under this contract are a few light s«itches and wall telephones on the selling floor. These am. installed @ 48" .AFF and 54" AFF respectively (see Symbols Legend on Drawing :x-41. All other controls and devices are the work of the landlord's contractor. 4. Detail 6A/A-5 has been added and Detail S/A-ti has been modified to show how the ramps will be constructed. 5, k11 ramps arc covered with carpet which is a slip resistant surface. We have clouded the changes described above and noted them Delta 4. Three new �- sets of drawings are attached for your use. Please call with any further questions. Very truly yours. Sai 3ue1 S. Hurd Protect Manager i V Enclosures Stromr:c: [1 atic Loeffler (RCS) �- �125LC'90;9�.SHC) =a,J'7 339 399' INSPECTION NO'I_ICE � C!/ city of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 _ (v ine,>action Line (Rec-O-Phone)s 639-4175 Buainean Phone: 639-4171 11 `-'C - �C C.--- Inixpection:_ �� Routing Plbg. Underelab Mach. Rougt:-Sn Appr/Sdwlk Found. Plh�g. Top Out Gas Line FINAL: Past/Beam Strvct. aB n. Sewer^�3 Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mach. Date Requeated t �y �L 7 —Time• _ AMS/_ PM A-ldrese: �r7(i_�'Lc � TTTPermit #: 51T Builder: Z U �� U T141 FOI.I.OWING CORRLrTI04S ARE REQUIRED: Inepec ----Y Date:_ t.or: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVF: -___Call For Reinap, INSPECTION NOTICE_ �- City of Tigard Building Department- / 13125 BW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Ree-O-Phone): 639-4175 Business Phone: 639-4171 Inspection•---______ �- -----_1 .(�� • _ Footing Plbg. Underslab Mach. Rough-in Appr/;6.1k Pound. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing --Bldg. Poet/Ream Me— Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. Date Requested: , Time: _AM PM Address /- �_�.��_� ermit Builder-: THE FOLLOWING CORRECTIONS ARE REQUIRED: Ina -ctor: APPROVED UISAP?ROVED APPROVED 4t}FljLrrP To ASM - call For Rninnp Inc. nstructinn Inspection Lig Related'Pests Carlson Testing ilC• Geotechnical Consulting P.O. Box 23814 September 7 , 1994 Tigard, Oregon 97281 94-1590 Phone(503)684-3460 FAX#684-0954 FIELD INSPECTION REPORT DATES COVERED: September 6 , 1994 PROJECT: Homelife Furniture Store ADDRESS . Tigard, OR INSPECTOR: S . Stoner #611 09-06-94 : CTI representati�.e S . Stoner performed special inspection of grouting of the first 4 ' lift of the retaining wall type 1 and two sections and single 80" li-ft of the type 3 section. Rebar placed as per plans and specification. Grout was reconsolidated by mechanical vibration. CTI renr_esenLative took sample at masonry Contractor' s request for a set of three half block prisms . Our reports pertain to the ii�ateri.al tested/inspected only. Information contained herein is noi_ to be reproduced, except in full, without prior authorization prom this office . If_ there are any further quesLiors regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTING, I Douglas Leach President SS/ecp cc; : Westwood Corporation - Jerry Foy Westwood Corporation - Betty Wollam City of Tigard Jon Jurgens & Associates - Vernon Lee Construction Inspection&Related Tests Inc.Carlson Testing, Geoteel"cal Consulting P.O. Box 23814 Tigard, Oregon 97281 Phone(503)684-3460 September 6, 1994 FAX#684-0954 94-1590 FIELD INSPECTION REPORT DATES COVERED: September 6 , 1994 PROJECT: Homelife Furniture Store ADDRESS : Tigard, OR INSPECTOR: C. Stasch #485 09-06-94 : CTT representative inspected reinforcing for first 4 ' of 2' CMU retaining wall . All reinforcing appeared to conform to plans , except 47 8" on center, which mason said he would wet set because there is no place to tie them to. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior —thorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CP.RLSON TESTING, NC. Douglas Leach President CS/ecp cc : Westwood Corporation Jerry Foy Westwood Corporation Betty Wollam City of Tigard Jon Jurgens & Associates - Vernon Lee Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORTOF8X8X16 PRISMS TEST SPECIMENS P.O. Box,^_3814 _-- Tigard, Oreqnn 97281 Test Methods: UBC: 24-26 __ Phone(503)684-3460 — FAX#684-0954 Date Molded: 09/06 _, 19 94 Job No. 94-1590 Permit No: -- --- ---- -- - Client: .-___IJF.`:)TWOOD CORPORATION - JERRY FOY -_. Project: HOMELIFE FURNITURE STORE _.-__-- Address• T I GARD OR -- Contractor: WESTWOOD CORPORATION --Sub Contractor Concrete Supplier: WILSONVILLE CONCRETE P" joO U�' Truck No. __---j_ —_Ticket No. D-03669 Cast By: S . STONER Cu. Yds. — 40i---------Load No Weather: SUNNY Temp.High: 90 --Temp.Low: 56 FIRST 4 ' LIFT OF RETAINING WALL. TYPE 1 & 2 SECTIONS , SO" LIFT Location of Plarement: OF TYPE 3 WALL SECTIONS 11. : 15 79 Time: ----_ConcrF)te Temp: 2.500 28 FLOWABLE I Stiength Requirement: - PSI ® _ -_---days Slump - .-.-Cement Type 8 SK KURTZ '/6" Mix No./No.Sacks .—-Air Content - --- Max.Aggregate -- —.- -- — Admix.Amount: .---Brand: -- Admix.Amount: -- Set Test® Register Date Date Total Unit Re.ort Tested No. Days Number RecdArea Test Load _PSI ffo: By 7 7119 09/08 09/13 153,770 66.71 2310 26 JB 28 7119 09/08 10/04 190,430 66.71 2860 35 JB 28 7119 09/03 10/04 188,690 66.71 2830 35 JB Remarks: cc:CITY OF TIGARD STWOOD CORPORATION - BETTY WOLLAM JON JURGENS & ASSOCIATES Inr„nnaNrn crotMinad herein is not to be renroducee,except in full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT 0F8X£3X 16 PRI SMS TEST SPECIMENS P.O. Box 23014 Tigard,Oregon 97281 Test Methods: UBC 24-26 _ Phone(503)684-3460 FAX#684-0954 Date Molded- 09/06 19-y�i� Job No. 94-1590 Permit Ne: .--- ---.--- - Client: -____-WESTWOOD CORPORATION - JERRY FOY Project: __ tiOMELIFE FURNITURE STORE __- Address: TIGARD OR Contractor: WESTWOOD CORPORATION ___Sub Contractor: _ -------------- Concrete Supplier: _ WILSONVILLE CONCRE'i E PRODUC Truck No. — 33 Ticket No. D-03669JT Cast By: S . STONER Cu.Yds. 40-t'.— Load No? Weather: _. SUNNY Temp.High: 90 Temp.Low: _ 56 FIRST 4 ' LIFT OF RETAINING WALL TYPE 1 & 2 SECTIONS , 80" LIFT Location of Placement: OF TYPE 3 WALL SECTIONS 7.1 : 15 79 Test Tlme: _--Concrete Temp: 2500 28 FLOWABLF I Strength Requirement: — --PSI 0 — days Slump -- - —Cement Type --_ 8 SK KURTZ j/W' Mix NoJNo.Sacks - Air Content Max.Aggregate —_-.. -- —_------- -- Admix.Amount: Brand: Admix.Amount: —___Brand: Set Test® Register Date Date Total AUnit Report Tested No. Days Number RecdArea Test Load PSI No. By 7 7119 09/O8 09/.13 153,770 66.71 2310 26 JB 28 71.19 09/08 10/04 28 7119 09/08 10/04 Remarks: cc:CITY OF TIGARD iG1E�,T&lr)UG CORPORATION - UETTY WOLLAM JON JURGEM� & ASSOCIATES tr,tr,nnntinn rnntninad hnrnin is not to he renrodtired excont 0 fult,without prior nuthnrization from this oftire. e��ttt� ,t Construction In-pection &Related Tests Carlson Testing' Inc. Geotechnical Consulting REPORT OF 6X 12 CONCRETE TEST SPECIMEN-1a P.O. Box 23814 -- Tigard,Oregon 97281 Test Methods: qSTM C172/C1231/C31/C39/C1064/CI43 _- Phone(503# 3460 FAX 684- Date Molded: - 09/02 , 19 94 Job No. 94-1590 _ Permit No: -- - - Client: WESTWOOD CORPORATION - JERRY FUY Project: - 1-,OMELIFE FURNITURE: STORE Address: T I GARD OR Contractor: - WESTWOOD CORPORATION Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVELTruck No. =U1 Ticket No. T-4 64910 Cast By: _ 11 • LARSON ___._—Cu.Yds. — 1 1 --___ Load No.2 -- Weather- UVLRCA` l Temp.High: 80 Temp.Low: — 54 -- �_-- RETAINING WALL FOOTING SOUTH HALF , 6 CANOPY FOOTINGS AT -_ Location of Placement: — ENTRANCE TO BUILDING Test Timo: I---- _-_-_Concrete Temp: -- 3000 Strength Requirement: —PSI R ----days Slump - - - Cement Type — Mix NoJNo.Sacks 30108 Air Content -- —— Max.Aggregate --- -- — Admix.Amount: — __Brand: _Admix.Amount: ---.— Set Test® Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load _ _ PSI No. By 7 7048 09/06 09/0v- 79,991 28.33. 2830 25 JB 2..!3 7046 09/06 09/3 28 7048 09/06 09/3 HOLD 7048 09/06I JL -- Remarks: CC:CITY OF TIGARD - WESTWOOD CORPORATION - BET1Y WOL.LAM JUIV ,iUE:GGNS & ASSOCIATES _ - -- _-- 1nfn nfinn rr Lunpd harpin IS not to hp rnnrodur-ed,excer I in full,without prior authorization from this office. • Construction Inspection & Related Tests Carlson 'resting, Inc. ,Seotechnical Consulting REPURTOF6X12 CONCRETE TESTSPECIMENS P.O,Box 23$'14 97281 Test Methods: ASTM C172/C1231/C31/C39/C1064/Q143 hone, 03)68regon -3460 Phone(503)6$4-3460 FAX#684-0954 fate Molded: p' September 2, 1994 CITY OF TIGARD Kenneth L. Butts Architec` 124 Stagecoach Road OREGON Bell Canyon, CA 91307 Project: Homelife (interior oi_�y) - Plan Check #8-52C 11745 SW Pacific Highway Subject: Building Plan Review (1991 UBC with Oregon Amendments) The planE for this project were re—iewed for conformity with applicable codes . Please submit the following items for completion of the plan review process at your earliest convenience: 1. All wood in contact with concrete to be pressure treated or equivalent (aection 2516 (f) 1B) . 2. Provi de two-inch high edge protection for ramps at Mom,s Caf4p 112N and Leather Gallery 111C or add verticle rails between handrail support poets (section 3109 (d)6 and figure 17) . 3 . The highest operable part of environmental and other controls, dispensers, receptacles and other operable equipment shall be within at least one of the reach ranges specified in Section 3109 (b) , and not less than 36 inches above the floor (section 3109 (c) 2) . 4. Submit details of how the ramps will be constructed. 5. Ramps on accessible routes shall have slip-resistant coverings with a static coefficient of friction of 0.8 (section 3109 (g) 7) Please make these corrections on the appropriate pages of the drawings and resubmit 3 copies of each page to the City of Tigard for. review. This plan review does not include electrical or plumbing plan reviews. Electrical concerns can be directed to Washington County at 640-3470 and plumb4ng concerns to Mike Sheehan at the City of Tigard at 639-4171 extension 312 . If you have any questions or con-erns, please do not hesitate to call. Sincerely, Mark Burrows Plans Examiner FAX (503) 684-7297 sib/pc#A-5a doc 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 — I�PFCTION NOTICE City of Tigard Huildinq Department 13125 sW Ball Blvd. Tigard, Oregon 97223 Inspectl.on Line (Aec-O-Phone): 639-4175 Business Phone: 639-417 1 Inspection: Footing- //�,�� Plb9. Underelab Mech. Rough-in Appr/Sdwlk Found. ! "` Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing --Bldg Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line / Gyp. Bd. -Mech. c Date Requested: �.__.__T + _ PN Address:L t /, �C.[�� ! Permit f srLJ Bulkier• C' THE FOLLOWING CORRECTIONS ARE REQUIRED: /' i ��-,• Com_ _. .—_._._ —�� r�_.. 'Pt`- rrl Inspector APrROVED DISAPPROVED APPROVED SUR.IF.CT TO ABOVE--- Call For Reinnp. INSPECTION NOTICE City of Tigard Building Departaent 13125 Sit Ball Blvd. Tigard, Orer 3 97223 Inspection Li,ie (Rec-O-Pho ): 639-4175 Business Phone: 639-4171 Inspection:_ r Footing Plug. UnPerslab Mech. Rough-in ApFr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. S.,n. Sewer Framing --Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. <4Z2 ' Dxte Requestedr_ _ __Time: _ AM PH AddreP6:L .L1 :1L J U-e —_ Permit #: Bui)ders____ 'l THE FOLXOWING CORRECTIONS ARE REQUIRED: Inspectors-_- ,! - --- -Date: 51 Ile, - - - — - - ^_.APPRnVED �_ nisArpROVED _ X APPROVED SUBJECT TO ABOVE )I'-Call Forl'R`eiinsp. Construction Inspection&Related Tests Carlson Testing, Inc• Geoteelinical Consulting P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684.3460 August 31 , 1994 FAX a 684-0954 94- 1590 FIELD INSPECTION REPORT DATES COVERED: August 30 , 1994 PROJECT: Homelife Furniture Store ADDRESS: Tigard, OR INSPECTOR: J. Woolf 4486 & M. Larson #625 08-30-94 : CTI representative J. Woolf checked rebar for 9 ' 'sigh wall footing per Detail #3/RC-3 . Cast one set of (4) 6x12 concrete test cylinder for 60+ cubic yards of Ross Island mix 430108 placed this date . Also checked rebar for slab on grade Lire C--E west of Line 2 . CTI representative M. Larson checked rebar .in 8" CMU wall to top, except top 32" , 1 Line, B. 5 to C, where block will be placed later. All rebar appeared to be to plans and specifications . Cast one set of (3) grouted prisms and one set of ungrouted. Approximately 20 yards of Wilsonville 7 sack 3/8" mix with intrusion aid was placed in B" CMU wall to top in the following areas : 2 Line, C to C. 5 ; C Line, 1 to 2; 1 Line, A to C; °).nd A Line, 1 to 2. Grout was mechanically vibrated and block outs were used for approved high lift procedure. Our reports pertain to the material tested/inspected only. information contained herein is not to be reproduced, except in full., without prior authorization from this office . If there are any further questions regarding this mat-er, please do not hesitate to contact this office. Respectfully submitted, CARLSO TESTING, NC. r\ j Douglas W. Leach President JW/ML/ecp cc : Westwood Corporation - Je,-ry Foy Westwood Corporation - Beaty Wollam City of 'Tigard Jon Jur_gens & Associates - Vernon Lee Construction blspection & Related Tests Carl Son Testing, Inc, Geotechnical Consulting REPORTOFC1 X 12 CONCRETE TEST SPECIMENS P.O. Box 7_;3814 Tigaid, Oregon 97281 Test Methods: ASTM C1.72/G121/C31/C39/C1U��A/C:143/C?_'31 Phone(503)684-3460 FAX#664-0954 Date Molded: UB/30 —, 19_�4 Job No. 94 _..1..>`30 Permit No: --- -- --- — Client: _ Wf-STWOOD CORPORATION - JERRY FOY Project: HOMELIFE FURNITURE: STORE Address: T TGARD OR Contractor: _— WE5 1 WOCID CORPORAI I ON __Sub Contractor. - - ConcretoSupplier: ISLAND SAND AND—LIR—AVE,I_ Truck No. ____Ticket No. _''"_'_._I Cast By: —____ I'1 . l_AR`=,Cll'I Cu.Yds. 7 _Load No.i. -- SUNHY Weather. _..__ Temp.High Temp.Low: _ LOADING DOCK SIDEWALK WEST Nl-: )k 2, L_ I:NE. Location of Placement: -- -- ------ ,. ---Test Time: Concrete Temp: Strength Requirement: 3000 - PSI 0 -----days Slumn _ I Cement Type i ----- -- Mix No./No.Sacks Air Content - Mix.Aggregate - Admix.Amount: __.Brand: _. _--admix.Amount: __ _ __._Brand: --__— Set Test@ Register Date Date Total Area Unit Re ort 'tested No. Days Number Rec'd Test Load PSI oBy — 1 1 7 6976 08/3.1. 09/"'- 69,609 28.31 2460 23 JD 2>+ 6976 08i; ) rt<a HOLD 697(., 08/31 (.. : :CITY OF TIGARD — I W(N-0 (_ww(iRA I i on Sr_ r1Y WOLL,art .Jll}1t;LNti & ASSOCIAHS Infnrmminr rnntninad hRrpin is not to he renroduced.(went in full without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting R"YORTOF6 X 12 CONCRETE_ TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 TrstMethods, ASTM C172/C1231/C31/C39/C1O64/C143 _ Phone(503)684-3460 FAX#68 t•0954 Date Molded: -- 08/30 . 19 94 Job No. 94-1.590 -- Permit No: — Client: __- IAI. StWC1OD (:ORPORf,T1UN - JERRY FOY -_...... ___ -__ ._...._....__ Project: — HOME_LIFF FURNITURE: STORE -- ------------- Address: ` 1 f(BARD OR Contractor: - WES TWOOD (ClNVOR!1 T 10N --Sub Contractor: — --- Concrete Supplier: RO`'S L�)LAIVU SAND & GRAVEL. 7 No. I Ticket No. A-1. ='3307 Cast By: _—.— J . W`7OLI' Cu.Yds. .t Load No:'� — SUNNti' Weather. _ Temp.High: $2 Temp.Low: 5' Location of Placement. W T HIGH WALL. FOOTING PER DEwToIL. ---_--J-- - _ Test Time: -- --Concrete Temp: _ -- :3000 2}3 Strength Requirement: --- PSI® - days Slump Cement Type — 01.JA ,/4 Mir No./No.Sacks — — -Ali Content ---- — Max.Aggregate --- Admix.Amount: Brand: __ _ Admix.Amount: .. ____.—Bray u: — ------ Set Test® Register Date Date Total Area Unit 9eport Tested No. Days Number nec'd Test Load PSI No. By 83,551 29.31 2950 22 JB 08/31 Vit+ C�97/ 08/:31 QI_E.) E� 7i' U8/a1. Remarks: c +: -CI1 Y OF T 1GARD UI F,_7, I-57 , ,)I 'I 11,UN - ktL• I I1 hICII..I-.F'+h1 WN Int--firm rnnralnarl haraln is not to he rPnroduced.except In full,without prior authorization from'his office. Carlson Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF(' X 12 f 1INCRE T L _ !TEST SPECIMENS F.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASI M ( 1.?2/C 1231./C31/(_ V-)/C1064/C143/C231, _ Phone(503)684-3460 FAX ff 684-0954 Date Molded: pE;i 3p 18 �..1 Job No. 94"-1b90 Permit No: - --- - - - - ----- Client: _ WESTWOOD i:URPORAT ION - JERRY FCIY Proiect: _ 1-i0MEL TF1= FURNITURE STORE Address: .T T(iA11U OR Contractor: -_ WESTWOOD CORPORA'[ ION —Sub Contractor: -- Concrete Supplier: ROSS ISLAND `.,AND AND (-;RAVEL Truck No. _Ticket No. A--1 `_,331.5 Cast By: _.___ I`1 . I_Ahs�nl i _ —_ Cu.Yds. 7 _ Load No.11 Weather: — _SONNY ---. Temp.High: 82 Temp.Low: 55 I..tIADTNC, DOCK SIDEWALK WEST SIDE , NEAR 2 L 1 NE Location of Placement: 1.5 - — — --_- _ — Test Time: -- Concrete Temp. — 3000 s, I Strength Requirement: _--PSI - -- -_--- days Slump -_-- Cement Type 301013 , Mix NoJNo.Sacks Air Content ---- --- -- Max.Aggregate - --------- Admix.Amount: _y_L_ — Brand: ------Admix.Amount: --_____ Brand: Set Test® Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By — 1 1 7 69/6 08/"31 09/06 69,609 28.31 2460 23 JB ji 697(, 081:31 09127 89,285 28.30 3160 1 31 JB 28 059/6 UB/:31. U'-4/27 91,568 28.30 3240 31 JB HOLD 28 6976 08/31 09/27 90,332 28.30 3190 31 JB Remarks: cc. :CITY OF TIGARD ' W-�:_TPHUD C010'LIr1AI I ON BErIY WOLLAM .10V JURGENS & ASSOCIATES irfnrmation cr,ntainwrt hwrein is not to be reproduced.except in full,without prior authorization from this office. Gwrstrueticm lnspectirni & Related Tests Carlson Testing, Inc. Geotechnical Consulting 3EPORT OF 8X8X 16 PRISMS TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 'est Methods: UBC 24-26 _ _ _-_—_ __--_ Phone(503)684-3460 FAX#684-0954 )ate Molded: 08/30 , 19 `74! Job No. 94-1590 _--.-- Permit Na -- - - -- ---- - ;dent: _ WESTWOOD CORPORATION - JERRY FOY 3roiect: HOMELIFE FURNITURE STORE - - - - address: _ T I GARD OR --- - WESTWOOD CORPORATION Sub onraor: 'ontractor: Ctct - ---- - -- - Concrote Supplier: WILSONVILLE CONCRETE PRODUC_TruckNo. tJ. - __. Tic:ketNo. D-03510 •— Cast By: --__- M . LARSON Cu.Yds. Load No.1-- 55 Weather: SUNNY-- ---Temp.High: 82 Temp.Low: — 8" CMU WALLS TO FULL HEIGHT EXCEPT 1 LINE ( B .5 TO C ); 2 LIN( i Location of Placement: — ( C TO C .5 ); C LINE ( 1 TO 2 ); 1 LINE ( A TO C ); A LINE ( 1 TO 2 ) - 3:30 Fj`1 Test Time: _-__.Concrete Temp: -- ----..--- 28 F-LOWABLE r Strength Requirement 2000/1500 PSI® --days Slump _ Cement Type 7 SACK Max.Aggregate 3/8 - - Mix No./No.Sacks - Air Content — - Admix.Amount: INTRUSION AID Brand: -_Admix.Amount: Brand: -- Set Test Register Date Date Total Area Unit Report Tested No. Days Number Recd Test^ Load _ PSI No. By GROUPED 7 7066 09/06 09/0E 80,595 53.38 1510 24 JB 28 7066 09/06 09/2" 118,960 53.38 2230 32 _JB- ?_8 7066 09/06 09/27 120,370 53.38 2270 32 JB JNGROUTED 7 7067 09/06 09/06 60,743 39.76 1530 24 JB 28 7067 09/06 09/27 95,649 39.76 2410 32 JB 28 7067 09/06 09/22 97,832 39.76 2460 32 JB Remnrks: cc_CITY OF TIGARD 1 WESTWOOD CORPORATION - BETTY WOLLAM .JON JURGENS & ASSOCIATES —_ GORDON NELSON MASONRY nfnrmnlinn rnntnined herein Is not to he reproduced,except in full,without prior authorization from this office. Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF 8X8X 16 PRISMS TEST S?ECIMEN,$ P.O. Box 23814 Tigard,Oregon 97281 Test Methods: UBC 24-26 _ -- Phone(503)684-3460 FAX#664-0954 Date Molded: — 08/30 , 1g 94 Job No. 94-Z- 590 Permit No: -- - Client: WESTWOOD CORPORATION ._ JERRY FO'f -- ---- - Prclect: . HOMEL:FE FURNITURE STORE -- AddrFss: TIGARD OR Contractor. - — WESTWOOD CORPORATION Sub Contractor: GORDON NELSON MASONRY _ --— ---- Concrete Supplier: -- WILSONVILLE CONCRETE PRODUC TnjckNO. — 41 Ticket No. D-03510 -- Cast By: M . LARSON --_Cu.Yds. Load No.1 SUNNY Weather: _.__ -------Temp.High, —f3L Temp.Low: _ 8" CMU WALLS TO FULL HEIGHT EXCEPT 1 LINE ( B .b TO C ); 2 LICE Location of Placement: -- ( C TO C .5 ); C LINE ( 1 TO 2 ); 1 LINE" ( A TO C ); A LINE ( 1 TO 2 ) - — =ia -Test Time: 3:30 — Concrete Temp: — -- FLOWAR Strength Requirement: _ 2000/1500 —_ — PSI 0 days Slump ---Cement Type — 7 SACKi/8 Mix No./No.Sacks -- -- Air Content ----- ---- - Max.Aggregate —— — Admix.Amount: INTRUSION AID.—Brand: _--.---Admix.Amount: — —Brand: Set Test@ Register Date Date Total Area !Jnii Report Tested No. Days Number - Rec'd Test - Load G — No. By — GR UTED 7 7066 09/06 09/0 80,595 53.38 1510 24 JB 28 7066 09/0(, 09/2- 28 7066 09/06 09/2 JNGROU'TED 7 7067 09/06 09/06 60,743 39.76 1530 24 .7B 28 7067 09/06 09/2 28 7067 09/06 09/2- Remarks: cc:CITY OF TIGARD —_---WETWOOD COWORATION - BETTY WOLLAM JUN JURG!=NS_& ASSOCIATES - --- — GORDON NELSON MA�4)NRY infnrmntinn r4vftlnod herein is not to br reproduced,except in full,without prior authorization from this office. C Construction Inspection & Related Tests Carlson Testing, Inc. - Geotechnical Consulting REPORTOF6 X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97231 IestMethods: ASTM C172/C1.231/C31/C39/C1064/C143 Phone(503)684-3460 FAX#684-0954 Pate Molded: — 08/'30 . 19 94 Job No. 94-159Q Permit No: - - ruent: WE.STWOOD CORPORATION - JERRY FOY —_--_-- - -- --- Project: _-- HOMELIFE FURNITURE STORE ----- -- -- -- - - -- Address: T I GARD OR __— - Contractor: WESTWOOD CORPORA f 10h1 —Sub Contractor. -----.---- -- — ---- ROSS ISLAND SAND & GRAVEL. __Truck No. -. "i _______.__---Ticket No. A -1 'b 13C 7 Concrett: .upplier: �- Cast By: J . WOUi LI ---Cu.Yds. —. (,O --Load No.•'.--- --- SUNNY _Temp.High: 82 1'erop.Low: 55 'heather: ---- 9FT HIGH WALL FOOTING PER DETAIL. 03/RC-3 -oration of Placement: --- —` Tess Time' Concrete Temp: - -- -—-- pPSI® - 28 das Slump.3 1/` Cement Type I ---- Strength Requirement: 301 OP Mix No./No.Sacks ---Air Content --- Max.Aggregate ----- --- --— Admix.Amount: — _Brand: ---..- Admix.Amount __--Brand: -- Test® Register --- Set Date Date Total Unit Report Tested Area p No. Days Number — Rec'd test Load _ PSI No. - By i 6977 08/31 09/06 83,551 28.31 2950 22 JR ;;fin 6977 08/31 09/27 111,230 28.30 3930 30 JB 28 6977 08/31 09121 114,280 28.30 4040 30 JB 1101.-U 28 6977 08/31 09/27 113,060 28.30 4000 30 — JB Remarks: CITY OF TIGAR4 _ __-- U -STI,J000 (_UkPOHAT ION -- HET TY W01—LAM .JON Jt_IRGE_N5 & ASSOCIATES, Infn"Wirin rnnfainad hnroln Ic not to he renmduced.excent In full,without pn,)r authorization from this office. r INSPECTION NOTICE P ev- A,,l City of Tigard Building Depart sent u,r,/y1.0- J 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone`: 639-4175 Business Phone: 639-4171 Inspection: ootingi Plbg. Undersla / Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out ,as Line FINAL- Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line r.yp. Bd. -Mech. Q I)ai:9 Requeet:eds—� u Times _AN _ PN Addroee: It 7 Ll�i bL6t,�� r L rmit f:Aq Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: oe Inspector:—._,/ — Date:� _�U� APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. I� M I- I I I I INN 1" RN It[ Itil-111; I. I IM 11- PIN POYMENI 1'111 lit VIN Id it t I,, I 10L.)1' .111- 04 y IN 1 PIA 1.1) s Construction Inspection tic Related'I'esLS Inc. Geotechnical Cois Carlson Testing, ultin � P.O. Box 23814 Tiqard, Oregon 97281 Phone(503)684:3460 August 29 , 1994 FAX N 684 0954 94-1590 FIELD INSPECTION REPORT DATES COVERED: August 26 , 1994 PROJECT: Homelife Furniture Store ADERE:SS : Tigard, OR INSPECTOR: E. Busch 08-26-94 : CTI representative witnessed all in-:erier columns inside of building have been grouted - a total. of 16 colurins . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full., without: prior authorization from this office . If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON ,TFSTING Ir Douglas W. Leach President EB/acp cc : Westwood Corporation - Jerry Foy Westwood Corporation - Betty Wollam City of Tigard Jon Jurgens & Associates - Vernon 1.,ee ('onstruction Inspection tit Related'rests Carlson Testing, Inc. (,cotechnivul C',mulling P.O. Box 23814 Tigard, Oregon 97281 Phone(503)684-3460 August 26 , 1994 FAX #6840954 94- 1590 FIELD INSPECTION REPORT DATES COVERED: August 2.5 , 1994 PROJECT: Homelife Furniture Store ADDRESS : Tigard, OR INSPECTOR: H. P. Murphy 08-25-94 : CTI representative verified size and placement of rebar for concrete pour of dock laveler pit with sides and adjacent dock bumper. All appears to be per plans and specifications . CTI representative obtained sample , took. temperature and slump and cast one set of (4) 6x12 test cylinders of pour, approximately 4 yards . CTI representative also checked progress of 8" CMU walls under construction. All rebar in place and cells are clean . Grid Line 1 , from A to S and Lite A, from 1 to 2. CTI representative made a second visit to site and continued checking progress of 8" CMU wall construction on project. All rebar verified for size and placement and cells checked for cleanline:�; . NOTE: Walls of receiving area filled with insulation, except at bond beam and vertical rebar cells . Walls are full height at Grid Line 1 , from A to A. 5 and on A, from 1 to 1 . 5 . Also, mason has finishQd wall on Grid Line 2, form C to C . 5 . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. Tf there are any further questions regarding* this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON TE:",TIN II 6. DouglasvW. Leach President HPM/ecp cc : Westwood Corporation - Jerry Foy Westwocd Corporation - Petty Woli.am City of Tigard Jori Jurgens & Associates - Vernon .,ee CConstnietion Inspection 6 Related Tests arlson. Testing, Inc. Geotechnical Consulting HLPORTOF6 X 12 CONCRETE _ TESTSPECIMENS P.O. Box 23814 Tigard,Oregon 97281 TestMethodsa: ASTM C1.72/C1.231./C31/C39/C1064/C143 — _ Phone(503)684-3460 FAX#684-0954 Date Molded: 08/26 Ig 94 Job No. 94-1.590 Permit No: _ ._ — ------------- — Client: _ WF S rWOOD CORPORATION - JERRY FOY _ Protect _ ---------____-- HOMELIFE FURNi rURE STORE -----------..-----.---- _-- - Address: - T I GARD OR Contractor: WE ST WOOD CORPORATION — —Sub contractor: — — ROSS ISLAND SAND AND GRAVFL_ i'7 V-v, 5:3211. concrete Supplier: Truck No. __ Ticket No. _ Cast way: ED BUSCH�__. — -. ----- "U.Yds. �� ) --Load NO. -- Weather: Tramp.High: .._—Temp.Low: — - RETAINING WAL-L KEY Location of Placement: - Test Time: _.—--— _- Concreta Tamp: 3000 2 { 1 Strength Requirement: —PSI O days Slump ----. .---Cement Type - a010R z A, Mix , Mix No./No.Sacks -Air Content - - Max.Aggregate ------.----- -- - — Admix.Amount: ---- _Eraed: —_J Admix.Amount: Set Test® Registe, Date Date Total AUnit Report Tested Area No. Days Number Rec'd Test Load PSI No. By 7 6894 08/219 09102 91,263 28.35 3220 20 JB 28 6894 08./29 09/23 120,430 28..29 4260 29 JB H01._C� 28 6894 08/29 09/2.3 119,850 28.29 4240 29 JB cc .CITY OF TIGAR4 Remarks: G7E7'MC' UU L''UHI-10RA I I ON - UETTT W of I AT°T--- - JON JURGENS & ASSOCIATFc, REBAR WAS PLACED AT TIME OF FOUR Inforrnal,on c-xrtained herein Is not to be reprodu^ed,except 0 full,without prior authorization from this office. Carlson Construction Inspection &Related Tests Carlson Testing, Inc. GeotechnicalConte REPORT 0F6 X 12 CONCRETE - TEST SPECIMENS P.O. Box 23814 ASTM C172/C?-231/C31/C39/C1064/C143 Tigar�i3Oregon 97281 Tett Methods: _ _ Phone(503)684-3460 FAX#984-0954 Date Molded: - 08/26 _ ' 19 94 Job No. 94 `1590 — Permit Na ----- -- - Client: — -- WE:.STWOOD CORPORATION — JERRY FOY — --- ------...-- ---- ---- ---_...- Project: HOMELIFE FURNITURE STORE --- _ --__---------- _--- _ Address: _-- T I GARD OR _. ------ WESTWOOD CORPORATION Contractor. cubContrartor: ---- --- ROSS ISLAND SAND AND GRAVE' 7% V-5 5?211 Concrete Supplier: --_Truck No. —_..__ .Ticket No. _ ED RUSCH Cu.Yds. — �' _--- Load No.1 — Gast By: _� -- SUNNY 55 Weather: —.-- ---- - --- Temp.High: __ Temp.Low: RETAINING WALL KEY _ Lnr:ation of Placement: ----- - Test Time: ---- --_ —..Concrete Temp: 3000 •£i Strength Requirement: PSI a ------.--- days Slump ------ — Cement type ------ 3O1.08 /,1 Mix No./No.Sacks Air Contant — ---------- Max.Aggregate --- -- ----- Admix.Amount: — Brand: _Admix.Amount: rand: Set Test Test® Register Date Date Total Unit Report Tested No. Days Number Rec'd Test Load Area PSI No_ By - 7 6894 08/29 0'x/02 91,263 28.35 320 20- - JB—_ 28 6894 08!"19 09!2 HOLD 6894 7F3/29 Remarks: cc ,CITY OF TIGAR4 -- —`—'-- r_ JON JURGENS & AS50CIATF- RFFEAR WAS PLACED AT TIME OF POUR _— Inlnrmatlon cmMlned nereln is not to be reproduced,except In full,without prior authorization hom this office. JNSPECTIUN NOTICE City of. Tigard Building Department / 13125 S11 Ball Blvd. Tigard, Oregon 97223 i Inspection Line (Re -0-Phone)! 639-4175 Business Phone: 639-4171 Inspection: -- tin;"�� ; ) Plb7. Underalab Mech. Rough.-in Appr/Sdwlk I round. Plbg. Top Out Gas Line FINAL: Post/Bram Struct. San. Sewer. Framing -Bldg. Post/Beam Mech. Rain Droit, Insulation -Plumb. Plbg. Underfloor Water Lina Gyp. ed. -Hoch. Date 3equested:— �1 cl�v _�__—Time: AN --_—PN Address: f 5 /ra- t:: �.� mit tr'2 zezl Builder:' THE FOLLOWING CORRECTIONS ARE REQUIRED• , I Inspector: v Dater APPROVED DISTPPROlMn APPROVED SUBJECT 710 ApovE 1 �� Call For Reinep. Carlson Testing, Inc. COf1StructtO" Inspection &Related Tests Geotechnical C-onaulting REPORT OFF' X 12 CONCRETE TEST SEECIM�ENS. P.O.Box 23814 �� ASTM C172/C1231iC31/C39/C1064/Ci.43 Tigard,Oregon 97281 Jest Methods: Phone(60b 6843460 FAX C84-0964 08/25 94 94-159y Date Molded: _, 19 Job No. Permit No: Client: WESTWOOD CORPORATION -- JERRY FOY Project: HOMELIFE FURNITURE STORE TIGARU OR Address: WESTWOOD CORPORATION __Sub Contractor: Contractor. — �- Concrete Supplier: LONE STAR NORTHWEST Truck No. 115 Ticket No. 233715 Cas.By: H.P . MURPHY Cu.Yds. r _Load No.1/1 �_.-- __ SUNNY 82 54 Weather: ---- Temp.High: Temp.Low: DOCK LEVELER PIT & SIDES & DOCK BUMPER Location of Placement: — 7:25 76 —Test Time: _..._____Concrete Temp: 4000 28 �° I Strength Requirement: — _P016 —• days Slump -- Cement Type — 242 3 �t Mix NoJNo.Sacks -- Air Content Max.Aggregate --• — Admix.Amount: Brand: Admix.Amount: —Brand: Set Test® Register Date Date Total Area Unit Report Tested No. Days Number Recd Test `—Load PSI No. By — 7 6895 08/29 0 a/01 106,780 28.36 3780 19 JB 7 6895 08/29 09%01 109,550 28.36 3870 19 JF1 28 6895 08/29 09/2 ' 144,450 28.31 5100 28 JB 2.8 6895 08/29 09/22 146,170 28.31 5160 28 JB cc: Y OF TIGARD 1 Remarks: — BE — JON JURGENS & ASSOCIATES M�otnm harain I4 not M ha Mnrrxttt-01.oycoat In ft&without brlor authorisation from this office. Construction Inspection & Related Tests Inc.Carlson Testing, Geotechnical Consulting RI. SORT OFr' X 1`, i-IONCRE TE TEST SPECIMENS P.O. Box 23814 - Tigard, Oregon 972.81 Test Methods: AS f M C172/C1231/C31/C39/C1064/C143 - -_ Phone (503)684-3460 FAX H 684-0954 � Date Molded: OB/`5 ' 19 94 94--I S90 Job No. Permit No: - ------ ----------- Client: WES WOOD CORPORATION - JERRY FOY Project: fIOMEL'IFC FURNITURE STORE Address: — 11 GARD OR __-_- --_-_-- - �-- —� -- Contractor. — — WESTWOOD CORPORATTON cub Contractor. --.---- ---- - 1 1 5 :'33715 LONE STAR NORTHWEST _Truck No. _Ticket No. Concrete Supplier: —H .P . MURPHY Cast Cly: Cu.Yds. 4 Load No. SUNNI, 82 54 Weather: -- Temp.High: Temp.Low: --- DOCK t-cvt_l-ER PTT & STDES R DOCK BUMPER Location c`Placement: 7:25 --------Test Time: Concrete Temp: —_ 4000 2R 3, I Strength Requirement: -.-- - ----P a - --days Slump — Cement Type -- --- Mix No./No.Sacks --.-.--Air Content - -- ----------Max.Aggregate - --- -- Admix.Amount: - --_-_ __-_-Brand: _-_Admix.Amount: _----. -----Brand: _- Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Read Test -Load _ —_ PSI No. By 7 r,0 r1- 08/29 09/01 106,780 28.36 3780 19 JB 7 6895 08 01 109,550 28.36 3870 19 JB ?1`1 6895 08/2.'? 09 28 6895 08/29 0P!? ; cc- :CITY OF TTGARD Remarks: t r r 7 1.I.!., --- -- 1ON 11 iRt rN• . ASSOC TATE Infnimntinn enntninnd herein is not to he reproduced,except in full,without prior authorization from this office. Const.ruction Inspection tic Related"r'csui Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 Tigard, Oregon 97281 Phone(503)684-3460 August 23 , 1994 FAX M 684-0954 94- 1590 FIELD INSPECTION REPORT DATES COVERED: August 23 , 1994 PROJECT: Homelife Furniture Store ADDRESS : Tigard, OR INSPECTOR: H . P . Murphy 08-23-94 : CTI representative verified size and placement of rebar in progress construction of 8" CMU wall on 1 Line , from A to C and A Line, from 1 to 2, up 1st 4 ' lift. All appears to be per plans arid specifications . Cells are clean and rebar positioners are being utilized. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARL,SON TESTING, INC. Oe �(tea Douglas ch President HPM/ecp cc : Westwood Corporation Jerry Foy Westwood Corporation - Betty Wollam City of 'Pigard Jon Jurgens & Associates -- Ve-non Lee Constniction Inspection he Related tests Carlson Testing, Inc. Geotceh,ttcal Cmnsulting P.O. Box 23814 Tigard, Oregon 97'%81 Phone(503)684-3460 FAX M 684-0954 August 2.3 , 1994 94- 1590 FIELD INSPECTION REPORT DATES COVERED: August 22, 1994 PROJECT: Homelife F,,.rniture Store ADDRESS : Tigard, 0.1 INSPECTOR: H. P. Murphy 08-22,-94 : CTI representative witnessed grouting of 8" CMU walls previously verified for rebar placement, etc . Walls grouted today: 1 . E Line, from 7 . 25 to 6 . 5 full height. 2 . E Line, from 4 . 5 to 2. 0 full height. 3 . 2 Line, from E io C. 5 - tull hei3ht. Mason used vibrator during pour. Evidence of grout present at clean outs and verticals and bond beams (dampness on face of block) . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are P.ny further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTING, NX. Douglas W. Leach President HPM/ecp cc : Westwood Corporation - Jerry Foy Westwood Corporation - Betty Wollam City of Tigard Jon Jurgens & Associates - Vernon Lee INSPECTION NOTICE City of •.igard Building Depactsesst 13125 SW BaI1 Blvd_ Tiga[d, oreclon 97223 Inspection Line (Rec-O--Phos.e): 639-4175 Business Phone: 639-4111 AA , Inspection: 3 _CiC�il-') --_-_--- i Footing Plbg. Underslab Meeh. Rough-in Appr/Sdwlk Found. Plbg Top Out Gas Line 7INALs Poet/Beam Struck. stlf. Bew9 Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Rd. -Mech. Date Requested: 1 z _ Times AM !_PM Address Permit - Builders- THE FOLLOWING CORK MONS ARE REQUIRED: ,�Z � �4 •-_ __-- Inspector.- L-��-' - ,�— Dates_--- --� /� 4- ROVED �- DISAPPROVED -� APPROVED SUB.IECT 71, ABOVw -Call For Rei-nnp. e Constellon hispecticm & Rc1Wvd"lcels Inc. ru (ieotcscl„��ctl „stdtinK Carlen Testing, P.O. Box 23814 Tigard, Oregon 97281 Ohone(503)684-3460 FAX #684-0954 August 19 , 1994 94- 1590 FIELD INS?ECTION REPORT DATES COVERED: August 16 , 1994 PROJECT: Homelife Furniture Store ADDRESS : Tigard, OR INSPECTOR: J. Woolf 4486 08-16-94 : CTI representative checked placement of 4 cubic yards grout. (7 sack Kurtz mix) from Wilsonville Ready Mix. Section of 8” CMU wall_ grouted: Line E/7 . 25-6 . 3 to 13 ' -4" off finish floor. No samples taken. Mechanical vibrator used. Rebar checked per pian. Also grouted to finish floor elevation on A/1-2 and or: 1/A-C . NOTE: Contractor notified prior to grouting at C/1 that corner rebar connection missing per Note #12. This wall has maximum height of 5 ' for only 22 1/2" . Contractor plans to connect two 44 bond beam bars into concrete wall by drilling at finish floor elevation. 8" CMU wall corner will- be tied together for remaining height of wall . ' Our / repo,-ts pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter, please do nor- hesitate to contact this office . Respectfully submitted, CARLSON TEST N6� INC . Dougj4p W. Leach President JW/ecp cc : Westw000 Corporation - Jerry Foy Westwood Corporation - Betty Wollarrl City of Tigard Jon Jurgans & Associates - Vernon Lee T ( onst.ructiorn Inspection$W--lated'lerts Carlson 'I'esting, inc. Geotc�hnical ConsullinK P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 August 19 , 1994 FAX #684-0954 94- 1590 FIELD INSPECTION REPORT DATES COVERED: August 19 , 1994 PROJECT: Homelife Furniture Store ADDRESS : Tigard, OR INSPECTOR: H. P . Murphy 08-19-94 : CTI representative verified size and placement of rebar, cleanliness of cells and witnessed grouting of 8" CMU walls today. Walls grouted ( 12' 8" high) : Grids 3 . 5 to 4 . 5 on E Line. Walls completed (full height) : Grids 2 to 3 . 5 on E Line and C. 5 to E on 2 Line. Mason used vibrator during pour. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior author.izaticn f-r;!m this office. If there a--e any further questions regarding this matter, please do not hez;_t.ate to contact this office . Respectfully submitted, CARLSON ESTINGJC. n Douglas Leach Pr.eside.nt HPM/ecp cc : Westwood Corporation - Jerry Foy Westwood Corporation - Betty Woll.am City of Tigard Jon Jurgens & Associates - Vernon Lee Inc. onstruction Inspect.ion& Related'rests Carlson Testing, nc. Geotechnical Consulting P.O. Box 23814 i igard, Oregon 97281 AUgUSt 16, 1994 Phone(503)684-3460 FAX 0 684.0954 y4-1590 SHOP INSPECTION ® T&L Manufacturing DATES COVERED: August 15 , 1994 PROJECT: Homelife Furniture Store ADDRESS : Tigard, OR INSPECTOR: E. Day 4584 08-15-94 : CTI representative performed inspections at T&L Manufacturing, Clackamas , OR. Visual inspection of welds installed on the following items reveals that items have been painted, weld sizes and profiles generally are in conformance with shop drawings and specifications . The one exception to this : at glu-lam bucket, side plates weld is less than. 3/16" specified on columns 2A (2 each) . Columns : lA (2 each) ; 1B (2 each) ; 1C (2 each) ; 1D (3 each) ; 1E; 1G; 1F; 1H (2 each) ; 3B; 2A (2 each) ; and 3A. Engineer has approved adding at 3/1.6" fillet weld to inside of side plate on columns 2A. This has been done . Attached are copies of welders certifications fnr welders : 1 . Tarmo Lahtinen, FLAW, 1G and 2G. 2 . Matthew T. Meyer , FCAW, 1G and 2G. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully subm.i'�ted, CARLSO TESTI G, INC. DW. Leach President ED/ecp attachment cc : Westwood Corporation - Jerry Foy Westwood Corporation - Betty Wollam City of Ti_gerO Jon Jurgon�: & ".ssociates - Vernon Lee � 2 � ® � � � f i E - / � � 7 $ � K k 2 § § � i [ k ) 2 k � § � �� / k � ( U � \ � � 2 2p A ! 2 § !W k4 > e « . . a ��} � �7 f w vj ¢ � , @ p $ ® � ■ 9' , 9 k § t3 kD vo z 0 rK ƒ ��k � � � i � \ § � g 1iw i Li� o ,3 kj • CA! t INSPECTION NOTICE � City of Tigard Building Dvpartaent 131.25 SW Ball Blvd. Tigard, (h-ego 97223 Irnsl3ction Line (Rec-O-Phone n639-4175 Susi71;;4n one: 639--4171 Inspection: f �" L „ /f Footing Plbg. Undarslab Mach Pough-in Appr/3dwlk Found. Plbg.. Top Out G Line FINAL: Poet/Beam Struct. �Al_n, Saxer Framing -Bldg. Poet/Beam M--ch. �R><ln Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Rd. -Mach. Date Requested: ��1 � �— Timet AM ^__PM Address: _ 7 Permit f:/ -lCl v Builder- THE FOLLOWING CORRECTIOIIS ARE REQUIRED: Inspector _ Date �� / -APPROVED - DISAPPROVED ��"PRoVRD SUBJL,CT To FBC"_ Call For Reinov. Inc ('orist.nrction Inspection tic ltelatcri Tests Carlson Testing, i • Geotechnical CortsultinK P.O. Box 23814 Tigard, Oregon 97281 Phone(503)684-3460 FAX tt 684-0954 August: 15 , 1994 94- 1.590 FIELD INSPECTION REPORT DATES COVERED: August 12 , 1994 PROJECT, Homelife Furniture Store ADDRESS : Tigard, OR INSPECTOR: H. P . Murphy 08- 12-94 : CTI representative witnessed grouting of walls (8" CMU) constructed thus far. Procedure was to pour in 6 -8 ' lifts and then vibrate vertical cells to full depth of length of vibrator. . Evidence of dampness on vertical cells , bond beams and cut out plugs could be seen. Limits of grout placement: 1 . Rear wall , ful-1 height, from Grid Line 6 to 8 , on "A" Line . 2 . East wall, full height, on Grid Line 8 , from A to E, including 4 ' to 1st expansion joint on front wall . (4 ' 0" from corner. at E/8) . Our reports pertain to the material tested/inspected only. Information contai.ied herein is not to be reproduced, except in full , without prior authorization morn this office. If there are ary further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC . Dougla Leac President HPM/ecp cc : Westwood Corporation - Jerry Foy Westwood Corporation - Betty Wollam City of Tigard Jon Jurgens & Associates - Vernon Lee s ('onstivetion Inspection tip Related Tcsts Carlson Testings Inc. ('�cotecl„ricalro„Sulo„ P-O. Box 23814 Tigard, Oregon 97231 Phone(503)684-3460 FAX#684-0954 August 12, 1994 94--1590 FIELD INSPECTION REPORT DATES COVERED: August 11 , 1994 PROJECT: Home.life Furniture Store ADDRESS: Tigard, OR INSPECTOR: H. P . Murphy 08-- 10-94 : CTI representative verified size and placement of rebar and cleanliness of cells for progressive construction of 8” CMU walls . All appears to be per plans and specifications . Areas of walls verified were full. height on Grid Tine 8, from A to A. 5 (above door) and B. 5 to C. 5 , Grid Line A, from 6 to 7 and Grid Line E, from 6 . 5 to 8 . NOTE: All rebar positioners in place , top end of verticals tied off to horizontal steel rebar and steel rebar and mason using vacuum at clean outs . Our reports pertain to the material. tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding tY,is matter, please do not hesitate to contact this office . Respectfully submitted, A ON TES �NG, INC. o glas W. Leach r;i dent HPM/ecp cc : Westwood Corporation - Jerry Foy Westwood Corporation Betty Wol-lam City of Tigard Jon Jsrgens & Associates - Vernon Lee A"I'LICATION --- STREET IMPROVEMENT/EXCAVATICA COPY TO: dl (WHITE)-FILE ORDINANCE NO. 74 14 9 S� (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) �, (PLINK) L3IIN E)-OTHER) APPLICANT NGY-rf],�C] APPROVED 11 APPLICATION NO.: NOT APPROVED ❑ CII}• 01 IIGARD, OREGON FEE AMT.: :(',3&1640 PENDING FEE. PMT. ❑ CITY HALL RFCEIP Q.: Irl_ -'y5y+y PENDING SECURITY Q PUB LIC WORKSDEPARTMENT BY_ = DATE PENDING AGENCY ''OK" ❑ \pplicalion and Progrss Record MAINTENANCE BOND M_ FENDING INFORMATION D FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED ANNUAL PENDING VARIANCE ❑ EXPIRATI N DATE: — PERMIT NO.: _4 7_1 `�)i_ DATE ISSUED: .__ 1 Zf 9� BY: 1 ( APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND IQ I&TIN4i- TO THE PU._1JIG :JINITARY. SEWFI� AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT _T_W L. Millar Living_Tcwt 3030 SW Moody Ave. Portland, LR 97201-4897 222-2000 NAME ADDRESS CITU PHONE CONTRACTOR_ Wes twOod Corp. --- sail- as above --- - -- ----- NAME. ADORE-6S CITE— PHONE FLANS BY "}fir' City Standarda and Specifications „— NAME ADDRESS CITY PRONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S _ 4W•W DOLLARS FOR OFFIC E MIN. (2) EXCAVATION DATA: a04_X f �_. s__ 16• 00 I _ _ STREET DESCRIPTION _ PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CLIT MATERIAL INSTALLED ITEM DATE REMARKS/YYPE BY —� TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY _ S-PEET OPENED INSPEC- Pacific E►i ilway -- gee 3tLachcd - R E TION _-- O -- - U _ -- ESrIMA"F_D STREET OPENING DA'rE: S — _ -- L3TIMATED STREET CLOSING DATE; _ L D (3) SECURITY NO. _-_- SECURITY AMT: S . M !00 STREET CLOSED _ _— SURETY CO.: FINAL CHECK X1 CASH ❑ SONO C INv;PEC. (4) PLOT PLAN: INDICATE SITF PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS. FF_ATURES; EXCAVATION LOCATION AND EXTENT. SITE: 11745 SW - e $te attaches+ details _ �,Ltllwk arra Cv.A,e.\k` G 1 to A permit from the State —_Highway Dept. is a:equuilyed. (UP8 71 W IC HWY,---- --- —- - a - - i _ _ _ _ _ _ _ _ _ tland) 17-1 I N I ) ($) NOTE: TIAL CITY OF TIGARD DOES NOT, HEREBY, C RANT PERMISSION TO AP^LICANTS TO CONDUCT WORK WHERE RIGHT-CF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIY THE RE'JUIPED SECURITIFS, TO COMPLY WITH ALL. PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT ro CONDUCT OF THE WORK, AND TC, SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY IN.IURv OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE: DATE Special Conditions/Provisions: 1 . All work shall conform to City of Tigard, Oregon, Standards and Specifications. Note the attached Detail Drawings (U.S.A # '300, 350, 360, and Tigard # S-2) applicable hereto. 2. Notify City Inspector Letha Thumas (4639-4171) 24 hours before starting any work. 3. The attached Traffic Control General Requirements applicable hereto. Also, access-to and egress-from parcels of !and adjacent to the work area shall be maintained at all times. Pedestrian safety shall be provid 3d for by the contractor at all times. 4. Removal/replacement work and damage repair work shall be promptly initiated and completed to the City's satisfaction. No work shall be considered complete until it is accepted by the City. The City reserves the right to cause testing and certification of work or repairs to be performed, to the City's satisfaction, at permittee's expense. 5. Erosion control shall be provided for by the contractor. 6. URS 757.541-571 applies (pre-notification for location of underground facilities, etc.). 7. A Sanitary sewer connection permit is required to be obtained from the City's Building Division before connecting to the City's sanitary sewer system. dj'sreccon.sop r,un ' I rn 1 8225 --II— s.w. s N ILn Z 11 � 6t I 175 of � 9a 0 0 N ac 7 a S � 1 74 t ► W 60 w 0, m 11744 Uu .'. 5 t 8000 AVE— LA cin . u, ''' W 0, n i U. to cr tr '9 3 5 cn 7920 /S W — AVE�1� 79th U = y N W e 7980 w N O O O \ I 791h __ AVF_ \ 11711 11705 \ 'A uo I I 7805 m I ° Lr, C In I 7825 I T I 11701 (� 46 'o - I w N .I I O m 11685 C C��i' 7 7 7 5 I 7745 60 11675 .ol1167 B 7'7 05 IX1674 \ 11670 I 0 I + X166 11665 I I I I i `\6g2 `u a(O C', 11643 i ' 1163 � 116 11640 _ I , 5L I/ t1. 541 bb TU HL-LNT ui ; I LUh.ULL 3 > WASHING7 SE CON E INITIAL POINT NQIQ J.WURZ fNIEN0LY ACRE3 (- _._._ NE C 0 N C.NrPiAfFLNW CON. PFAFFLE C.R T sb942G•C ..... T- n1`+ •`y`�•I I IJ T HAMMER 642.72 To NM' COF C.H. Pi AFFLL 04 ' h laoo1II hh NWorvl/ nA N 04. 4022- 5 aaN1WV. 9 � 100 I Is 2.le 129 oe.6& 500 401 130.03 .34 Ac. 300 200 600 68Ac. .74Ac. .87Ac. 06 Ac. �1 n 100 n O bi ° N 0% n ° d 0.42 O ».9 129.92 I vt i ` 152.16 1000 IR nI .96, 121.06 2.35 Ac. ,. Ic; NI n6.2 1300 I r I A9 N 13 91 I 4L93 in In 1�f• 130.0! I2L7130.0! _ -- 42.03 e v e -�T - ne,26'r _ 5s �o �e I 110 0 l o `ob. 72 A C. I N b`po �o v W oil A W f• / N U1 r�I `�' N ^ 0 m I x 11 ✓ .� 1001 A-1 e I s e9 S'cr 1001 66 Ac. NG c `Cj qs` e 1 ° Y 0 1 ` `off A °, c1 GS 100rr�ll � b /� eb rl;lllrr �eti o SEE MAP of,. tt`� Irk Pi. / Cl 5�` Qt* ?5 2?00 ISI 36C Cc�dr�ri�e `ice Ilrrl' N 5 C00 rlrll I-to " r"19 I I 2 4 e r a Nee016.20 E 10 - a2400 "1e 141.36 2500 t itNAw--S �� d +I7 Ies.95 2600 ► r I BUIU)ING SEWER PIPE, SIZE AS SPECIFIED PLANT FABRICATED TEE FITTING ON SEWERS 18" AND SMALLER, (GAINV ACKFILL 2X4 FIELD TAP ON EXISTING SEWERS PLUG TD ANU NEW SEWERS LARGER THAN I PREVENT PLUG THAN 18 . I BLOWOFF a SECURE 2X4 IN PLACE WITH /TRENCH BACKFILL. SEWI_R MaN APLAN R LATERAL 1 E;:l END AT LEAST GROUND 12"ArANI SURFACE SURFACE MINtMIJU SLOPE FOR 1 6 PIPE= 0,010, FOR 4"PIPE e 0.020, �---- 3177VIG£ CONNECTION MARKER : MAGNETY: TAPE GREEN w/13LACK LETTERS (WASTEWATER) GREEN./BLACX LETTERS (57ORM DRAIN) --_PLUG /rte�-- —= r•. ��—� 3/4"-0 PIPE ZONE MATERIAL AS F SUPPORT TEE WITH SPECIFIEDBE)OING GRAVEL, 114mmUM Z.0- wl0f Sl DE BUILDING SEWER yo Un14*d Sowso Ap4--i1 1 of W A ghi44hxt • • PVC SADDLE (TEE) I � I STRAP RETAINER RIDGES I i L I I RUBBER GASKET SEWER P I P E i STA' Nt.ESS STEEL STRAP * PVC SADDLE SHALL. BE ASTM 3034 SDR 35 * PVC COMPOUNDS SHALL BE ASTM D1784 WITH CELL CLASS OF 12454-B/C OR 12364-C * ALL ELASTOMERIC SEALS (RUBBER GASKETS) SHALL BE ASTM F47T ■ STAINLESS STEEL BANDS SHALL BE 300 SERIES. FULL 9/16' WIDTH BAND, 5/16 ' SHOULDERED HEX HEAP, SLOTTED SCREW AND 13 CADIUM PLATED, CARBON STEEL. * INSERTION HOLE SHALL BE CORE DRILLED. PVC GASKETED uraW I SADDLE ager DRAWING N0. 350 UfA COMPLETE RUBBER SLEEVE (ASTM 'C-4431 INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN PLACE. 2. STAINLESS STEEL BAND (9/ 16" SERIES 300) C SECURES UPPER HALF OF RUBBER SLEEVE TC THE PVC HUB. ' 3. PVC HUB (ASTM 3034 SDR 35) DRIVE INTO CENTER OF RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE. i 3 = CONCRETE PIPE NOTE: ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED. unified NSERTA — TEEsewerageUf(4 (j agency DRAWING NO. 360 JZESUZ :Nu Kv-A I STREET AREAS I OUT OF STREET AREAS SAW Cllr --- , EXISTING _ —77 RESURFACING,ECTIaN RESURFACING llqCLASS A �• BACKFILL o � � ' o f}.. CLASS 8 3/4=O GRANULAR Q i QACKFILL 0 - LA- Q) LO .♦ o •' v ' � ' l l4iJ U a7 r4 —CL- 4D n a f z c5.'. o. ••o I o a O /� Lu V o •. o - 0 a] e .•• a PIPE [3e.SE flAG`CFfLL_IN 3T[7F_ AR[A3 � �E.SUt�FAG1JC� SNkt-l. L IF:T/W 13 AGAINST CURB, FILL ROC;t TO IC BACK OF 3/w W IT A Th4E 2.If 3/w IS NOT AUAlN3rCURP, F;LL ROCK �jZ1►`T 1-�v�'��C-'pT', M►'T 2'BACK FROM CUR[T GITY"OF TIFARD PIPE 1 BEDDI NG � AN D BACKFILL DETAILS UREcora Dc51GN �Y - APPFZ'T✓EEO 13r rvAWN �Y GA C7ATE DEW ING NO. NTS 8;'301 S- TRAFEIC CONTROL GENERAL REQUIREMENTS 1 . The City' s Standard specification for traffic control is "Manual on Uniform Traffic Control. Devices for Streets and :highways" , U. S . Department of Transportation, F .H.A. , 1988 Ed. 2 . Traffic control shall be provided for, as illustrated, at all time during work prosecution . No work shall be permitted during the hours of darkness, nor between darkness to 8 :30 a .m. , nor 4 : 30 p .m. to darkness . 3 . Traffic control. devices, flagpersons (etc. ) shall be in place prior to initiation of construction work and shall, at all times, be effectively maintained. 4 . The roadway shall not be closed to through traffic . The contractor shall notify emergency services (fire, police, etc . ) , School District, and Tri-Met 72 hours (minimum) prior to initiation of construction work. Advance warning of imminent traffic disruption shall be provided to the general motoring public by placement of an advance notification sign at each end of the ccnstruction area 72 hours (minimum) before initiation of construction work. S . The City Inspector shall be notified 24 hours prior to initiation of work (# 639--4171) . 6 . The work area shall be maintained in a clean condition, free from obstructions and hazards . Effective erosion control measures shall be provided for. 7 . A temporary hard-surface patch shall be placed on all. trenches within the roadway at the end of each days work . 8 . Minimum travel-lane width shall be twelve (121 ) feet; pedestrian travel shall also be provided for . 9 . T-ie City reserves the righL to restrict construction activities during holidays and periods of high traffic levels,. The City reserves the right to add to or modify these requirements as may be necessary to endeavor to more effectively control traffic and to assure public safety; such action shall not relieve the contractor cif responsibility . d /en doc\masters\tc � 1 r�c�ulre.�d ;t Srre� e— ��a►t�ON Z� �-�L11�rC.vKC►��S . " ROAD coMsrnuena T 0 1 GENERA'_ NOTES ,oa Nµ I 1. TRAFFIC SIGNS TO BE 48" X 48" ONE"NE 0 I BLACK ON ORANGE. ROAD AWAO 2. NO ROAD CLOSURES. uk ILAr:;CA AMGD O I . 'AZO-7A 100 u" 3. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL FuccERI ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HI-HWAYS", ,oa• U.S. DEPT. OF TRANSPORTATION, Uri, s 1° 1, F.H.A., 1988 EDITION. 4. ACTUAL SIGN PLACEMENT,TO BE ADJUSTED IN FIELD. DO NOT REDUCE to —{ BELOW MINIMUMS WITHOUT CITY n I APPROVAL. 0 100 w". Em 5. THE CITY RESERVES THE RIGHT TO ADD TO ctAccEA OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC 100. YIN, SAFETY. Q Rao"MEAD W20-7A �• LEGFND um. 0 a,I LME TRAFFIC SIGN ROAD AMEAO W20-4 100, ® CONSTRUCTION ZONE a TRAFFIC CONES OR APPROPRIATE DELINEATION Q MUZcaMs>rtucna, DEVICE. TRAFFIC CONTROL " TYPICAL _DETAIL _ DESIGPi BY APPROVED BY ORAWN B1' CITY OF TIGARD _ _ CAB OREGON SCALE DATE DRAWING_N0. N.T.S. 4-6-92 � • T Construction Inspection& :gelated'Pests �,arlson Testing, Inc• Crcotechni-.:nl Consulting P.O. Box 23814 Tigard, Oregon 97281 Phone(503) 684.3460 FAX #684-0954 August 10, 1994 94-1590 FIELD INSPECTION REPORT DATES COVERED: August 9, 1994 a PROJECT: Homelife Furniture Store ADDRESS: Tigard, OR INSPECTOR: H.P. Murphy 08-09-94 : CTT representative verified size and placement of rebar and cleanliness of cells for 8" CMU wall progressive construction. All appears to be per plans and specifications . Area of: wall verified was on Grid Line 8, from C.5 to E (corner) top-out ( full height) , including proper placement of beam seat at 8/D, Detail 16 and 17/S4 . CTI representative also checked rebar for dock edge wall and stem walls for elevated walkway (ramp) at dock. All appears to be per plans and specifications (Details 12., 13 and 131:/53) . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, withoxit. prior authorization from this cffi..ce. If there are ary further questions regarding this matter, please do not hesitate to contact this office. Respectfully su fitted, C R O TTI , INC. �/7 Dg. .as W.' Leach P s ident HPM/ecp cc: Wesi.wood Corporation - Jerry Foy Westwood Corporation - Betty Wollam City of Tigard ;ion Jurgens & Associates - Vernon Lee C'onst.ruct.ion Inspk-ctioii & Related lcsts Carlson Testing, Inc. (=cotcclmical Cvnrultitig P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX#684-0954 August 9, X994 94-1590 FIELD INSPECTION REPORT DATES COVERED: August 8, 1994 PROJECT: Homelife Furniture Store ADDRESS: Tigard, OR INSPECTOR: H.P. Murphy 08-08-94: CTI .representative verified size and placement of rebar and cleanliness of cells for 8" CMU walls being erected on project. All. appears to be per plans and specifications. Progress walls to date: 8' high (2nd bond beam) Grid Line 8/B to C and C. 5 to E. Our reports pertain to the material tested/inspected only. Information contained he• ain is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do iiot hesitate to contact this office. Respectfully submitted, CA S0 TESTI10, INC. Do las W Leach P ident HPM/ecp cc: Westwood Corporation - Jerry Foy Wistwood Corporation - Betty Wollam City of Tigard Jon Jurgens & Aspociates -- Vernon Lee Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting REPOBT OF6 X 12 CONCRETE _ TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C31/C39 Phc Tigard (03) Test Methods: 684-3460 - FAX N 684-095d Date Molded: — 08/09 . 19 94 Job No. 94-1590 permit No: -- Client. _ WES1'WOOD CORPORATION - JERRY FOY Project: . HOMELIFE FURNITURE STORE -_- - TIGARD OR Address: — — - --- --- - ubContractor: - Contractor: WESTWOOD CORPORATION- -- ----- Concrete Supplier: —Truck No. ________.- _Tirket No. Cast By: _ _ ___.—_ — Cu.Yds. _ -_--.-.--Load No. SUNNY 81 52 Weather: --- --- - ---Temp.High: _ Temp.Low: Location of Placement: -- --- - --- —___ _-- _-_ Test Time: --- Concrete Temp: - 21 8 T Strength Requirement: PSI 41 days Slump Cement Type -- 3;4 ° Mix No./No.Sacks --- -- —Air Content Max.Aggregate - Admix.Amount: - _ -- -_.Brand: ____-- -- Admix.Amount _----Brand: Set Test® Register Date Date Total Area Unit Report Tested No. Days Number Rec'd -rest Load PSI No. By 7 6635 08/16 08/1( 67,829 28.32 2400 10 JS 28 6635 08/16 09/0 28 6635 08/16 09/0 HOLD 6635 08/16 cc:CITY OF TIGARD Remarks: --- �J-11.701JL) (LIU PURA I I UN _ T3ETTY-TaTJCL Pf JON JURGENS & ASSOCIATES Informntinn cxxHnined herein is not to be reproduced,except in full,without prior nuthorization from this office. Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF 6 X_ 12 CONCRETE TEST SPECIMENS P.O. Box 23814 — Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C31/C39 —,_____"_ - Phone(503) FAX if 684-0954 Date Molded: 08/09 119 94 Job No, 94-1590 Permit No: -- Client: WESTWOOD CORPORATION - JERRY FOY Project: HOMELIFE FURNITURE STORE TIGARD OR Address: ----------- WESTWOOD CORPORATION Contractor: ------Sub Contractor: - ----- .— ---- — Concrete Supplier: — ROSS ISLAND Truck No. —_ricket No. _ T4-62646 Cast By: CONTRACPOR Cu.Yds. 14 ---Load No. — _ SUNNY 81 52 Weather: — Temp.High: ---- .---Temp.Low: ------ LOADING DOCK RETAINING WALLS Location of Placement: Test Time: 11:00 AM - Concrete Temp: �------ -- _ - 28 I Strength Requirement: PSI ft - -days Slump -_--Cement Type 3/4" Mlx No.1No.Sacks MIX# 3010A Alr Content - - - Max.Aggregate Admix.Amount: —grand: _ _—.Admix.Amount: ___ _--Brand: S4 it Test® Register Date Date Total Area Unit Report Tested No Days Number Rec'd Test Load PSI No. By 7 6635 08/16 08/1 67,829 28.32 2400 10 JB 28 6635 08/16 09/0 85,539 28.37 3020 21 JB 28 6635 08/1.6 09/06 86,229 28.37 3040 21 JB HOLD 28 6635 08/16 09/06 85,989 28.37 3030 21 JB cc:CITY OF TIGARD Remarks: WuuuT CURPURFtTIUN _ --- JON JURGENS & ASSOCIATES infnrmaNnn rontainad herAin is not to he renrodurod,except in furl,without fAnr authorization from this office. Construction Ins C(•t Inc. ection & Related Tests arlson Testing, Geotechnical Consulting RLPORT OF 6 X 12 CONCRETE TEST SPECIMENS _ F.O. Box 23814 Tigard. Oregon 97281 Test Methods: ASTM C172/C1231/C31/C3'7 - Phone(503)684-3460 FAX#684-0954 Date Molded: 08/09 119_2A_ Job No. 94--1590 __. Permit No: Client: WLSTWOOD CORPORATION - :JERRY FOY Project: HOMELIFE FURNITURE STORE TIGARD OR Address: - — -_ - - Contractor. - WESTWOOD CORPORATION -__—Sub Contractor: ---- - ------ Concrete Supplier: TSS ISLAND_ ___-_Ticket No. T4--62646 _ -_- Truck No. -.- Cast By. CONTRACIOR Cu.Yds. — 14 _ Load No. - 1 2 -- --- SUNNY 81 52 Weather. _--_-- _ _---- Temp.High: --_ Temp.Low: IDADING DUCK RETAINING WALLS Location of Placement: Test Time: 11:00 AM Concrete Temp: -- 21_i I Strength Requirement: 3000— - PSI a --- days Slump ---Cement Type -- MIX# 30108 j/4 Mix No./No.Sacks -- — ---Air Content --- ---- Max.Aggregate ---.---- -- Admix.Amount: _- Brand: __ Admix.Amount: _ ___— --_.Brand: Sot Testi Register Date Date Total Area Unit Report Tested No. Days Number Recd Test _ Load - — PSI No. By 7 6635 08/16 08/1 F 67,829 28.3? 2400 10 JB 28 6635 08/1.6 09/0 28 6635 O8/16 09/0 HOLD 6635 OB/16 cc:CITY OF TIGARD Remarks: lots I W0017) ,_ — JON .JURGENS & ASSOCIATES intnrmntim contained herein Is not to be reproduced,except in full,without prior authorization from th's office. INSPECTION NOTICE City of Tigard Building Departsent 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line Rec-O-Pnone): 639-4175 Business Pnone: 639-4171 Inapection:� Footing Plbg. Underslab Mach. Hough-in Appr/Sdwlk nand. ) Plbg. Top Out Gas bine FINAL& Post/beam struct. San. Sews, Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Wat r �Lne Gyp. Bd. -MFch. Date Requesteds_— Time: ,X_AM PM Address:-1�// ! 4S -' qPer:bit �:.1 �'�� . Builder:_ Li - - - --- THE FOLLOWING ociRperIONS ARE REQUIRED: m •r All Inspector: -- ` -� ------- - -- - Date:_�--G-�� i AT'rROV6D DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. Constsvct.ion Inspection& Related TesL Carson 'Testlllg, 1nc• Geotechnical Consulting w P.U. Box 23814 Tigard, Oregon 97281 Phone(503)684-3460 FAX #664-0954 August 5, 1994 94-1590 FIELD INSPECTION REPORT DATES COVERED: August 2, 1994 PROJECT: Homelife Furniture Store ADDRESS: Tigard, OR INSPECTOR: J. Woolf #486 08-02-94 : CTI representative provided special inspection for placement of 1.1 cubic yards of 7 sack Kurtz inix from Wilsonville Transit Mix Co. in 8" CMU wall on Line A/2-5 from finish floor elevation to top of wall . CTI representative filled (3) 8x16xF solid prisms and covered them in bags for appropriate initial cure.. Also prepared (3) non-filled prisms . Contractor used mechanical vibration to consolidate grout in cells . Contractor_ also added intrusion aid per specifications . Also note: Clean outs and vertical bars checked out okay. Also, roof line bolts installed in wall prior to grout process . Job Engineer notified by phone this date to determine whether mason may stop grout pours before topping out from expansion joint Lo ;pint. Walls must be poured monolithically. It must be topped out. Our reports pertain to the material tested/inspected only. Information contained herein Is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, 41 CA LXON TEST , INC. uglas Leach �esident ii JW/ecp cc: Westwood Corporation - ,Terry Foy Westwood Corporation - Betty Wollam City of Tigard Jon Jurgens & Associates - Vernon Lee Inc. Construction Inspection&Ca 1Cl5o11 Testing, 1 Relulecllest Gcotec�hnical Consulting P.U. Box 23814 Tigard, Oregon 97281 Phone(503)684-3460 FAX #684-0954 August 5, 1994 94-1590 FIELD INSPECTION REPORT DATES COVERED: August 4, 1994 PROJECT: Homelife Furniture Store ADDRESS: Tigard, OR INSPECTOR: H.P. Murphy 08-04-94 • CTI representative obtained sample of concrete, took slump ( 3 1/2 " ) , temperature ( 760 ) and cast one set of (4) 6x12 test cylinders of today's pour. Limits of placement: All spread footings west of Grid Line 2, including ones for elevated walkway at dock. CTI representative verified size and placement of rebar and cleanliness of cells for 8" CMU walls constructed thus far. Al_1 except 1st 4 ' of wall on "8" Line, from A to E is missing some clean outs at bottom of wall at verticals . Otherwise, walls meet. plans and specifications . NOTE. Mason has used rebar positioners throughout construction of walls and has tied off verticals to two horizontals at top out of wall in between. Walls visually inspected are on "A" Line, from 7 to 8 full height and 1st 4 ' of wall on 8 Line, from A to E. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further quest ions regarding this matter, please do not hesitate to contact this office. Respectfully bmi.tted, CAEST G, INC. � C i D ylas Leach sident HPM/ecp cc: Westwood Corporation - Jerry Foy Westwood Corporation - Betty Wollarn City of Tigard Jon Jurgens & Associates - Vernon Lee Construction Inspcetion& Related 1csts Carlson Testing, I tic. Geotechnical Consulting P.O. B)x 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX #684-0954 August. 4, 1994 94-1590 FIELD INSPECTION REPORT DATES COVERED. August 3, 1994 PROJECT: Homelife Furniture Store ADDRESS: Tigard, OR INSPECTOR: H.P. Murphy 08-03-94 : C'TI representative verified size 'and/placement of r car. and cleanliness of cells for 8" CMU wall o `"A' Line from 5 to 6 . All appears to be per plans and specificat orrg r -s, NOTE:,. All rebar in place, except tyerticals in this section. Our reports pertain to the material tested/inspected gray.. Information contained herein is not- to be reprod .+~rri.,- t in full, without prior authorization from this office. If there are any further questions regarding this mattey please do not hesitate to contact this office. Respectfully submitted, C SON TEST G, INC. D blas W/ Leach r sident HPM/ecp cc: Westwood Corporation - Jerry Foy Westwood Corporation - Betty Wollam City of Tigard Jon. Jurgens & Associates - Vernon Lee Construction Inspection & Related Tests Carlson ToInc.Testing, Geotechnical Consulting REP RT OF6 X 12 CONCRETE _ - TEST SPECIMENS P.O. Box 23814 ASTM C172/C 1231/C 31/C39/C1064/C143 Tigard,Oregon 97281 Test Methods: _ _ Phone(503)684-3460 FAX#684-0954 Date Molded: 08/04 19-94 Job No. 94-1590 -- Permit No: - Client: WESTWOOD CORPORATION - JERRY FOY Project: HOMELIFE FURNITURE STORE Address: T I GARD OR ----- - .—Sub Contractor: — Contractor: WESTWOOD CORPORATION -- - Concrete Supplier: ROSS ISLAND SAND AND GRAVEL Truck No. 203 Ticket No. T-4 62596 Cast By: I1 •F' •--MURPHY Cu.Yds. 11 -- Load No 1 -- - r OVERCAST 80 54 Weather: - -- Temp.High: — Temp.Low: SPREAD FOOTINGS FOR RETAINING WALLS Ut- DOCK & BUILDING Location of Placement: FOUNDATION GRIDS 1 TO 2 ON A , 1 FROM A TO C @ DOCK 1 TO 2 ON C 3: 10 76 Test Time: - __Concrete Temp: - 3000 28 3 1/2" I Strength Requirement: ----- - PSI @ - days Slump — Cement Type 32108 3/4 " Mix No./No.Sacks —Air Content — Max.Aggregate --- -- Admix.Amount: —Brand: _Admix.Amount: — Brand: — Set TestO Registor Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By 7 6460 08/05 08/11 60,196 28.31 2.130 9 JB 7 6460 08/05 08/11 63,451 28.31 2240 9 JB 28 6460 08/05 09/01 28 6460 08/05 09/01 Remarks: cc :CITY OF TIGARD —_ WESTQODD CORPORATION - BETTY WOLLAM JON JURGFNS & ASSOCIATES Infonnetkfn centainxl herein Is not to be reproduced,except In full,without prl,)r authorization from this office. Construction Inspection & Related"Iests Inc. Geotecluucal consulting Carlson 'besting, P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX #684-0954 August 3, 1994 94-1590 FIELD INSPECTION REPORT DATES COVERED: August 1, 1994 PROJECT: Homel-ife Furniture Store ADDRESS: Tigard, OR INSPECTOR: J. Woolf #486 08-01-94 : CTI representative followed up on 8" CMU wall construction from 10, elevation on Line A/2-5. Previous report indicated Some question regarding horizontal lap not being visible. CTI .representative discussed situation with Contractor and it was made known that lap is meeting or exceeding job requirements . Block laid up to 16 ' elevation. CTT representative observed two #6 horizontals at roof Line per roof plan note. CTI representative also measured next lift of vertical bars for proper lap. Bars appear to be cut to proper :size. Verticals from 1.0 ' elevation to top of wall not yet installed and clean outs not yet cleaned. Wall construction appears to be proceeding per specifications. Discussed prisms with masonry foreman. 1500 sq. ft. of wall. is estimated for this building. Three or four_ sets of (6) prisms are required per code. Roof line bolts not yet .installed. Clean outs okay on Line A/2--5, except Cells #7, 9 and 12 from Line 2 - Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, N/T1ESTI , INC. _. i D}Eiu las Leach ¢r sident. JW/ecp cc: Westwood Corporation - Jerry Foy Westwood Corporation - Betty Wollam City of Tigard Jon Jurgens & Associates - Vernon Lee v • � .. :.X1_1, .•- - ill �. Few- MY •+ ..• l � �r. y.•an �., a•1:.r 11 ., � � 1 .•. 40 y , _ w•. • 1,• +� bia ;• f AW • r • i► I M •'1 I i r• ! fill �� INSPECTION NOTICE City of Tigard Building Department 13125 SH Ball Blvd. Tigard, Oregon 97223 Inspection Line (\Rec-o-Phone): 639-4175 Business Phone: 639-4171 Inspection: C'__ 'L X-l.. - ----------- cPlbg. Undersl.ab Mech. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. Sari. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor water LinGyp. Bd. -Hoch. �Date Roquested: ` 3_g 1Lj Timesw AM r ' PH Address s 1 11 (j C-- PaC1 :_ Q w P emit i, L Ll Builder: IAJF�� Lo(�U �` p C, cf0`- l a y THE FOI.I.OWINO CORRECTIONS ARE REQUIRED: Y Inspector:/ —_ —__ Datet�"� /—APPROVED—APPROVED DISAPPROVED APP..OVED SUPOECT TO ABOVE Call For Reinap. Construction Insptetion & Related Tests Carlson Testing, In.e. Geotechnical Consulting a SX8X16 PRISM TEST.SPECIMENS P.O. Box 23814 3EPORT F — --- Tigard,Oregon 97281 Fest Methods: UBC 24-26 Phone(503)6.94-3460 FAX#684-095 y . Permit Na _ -- )ate Molded: 08/02_ — , 19 94 Job No. -y4-1 ,tient, WESTWOOD CORPORATION-— JERRY FOY - 'roject: HOMELTFE_-FURNITURE STORE --- address: _.- ----- T IGARD OR ----_ --- —•- ---- _ WE$TWOOD CORPORA TION GORDAN NELSON MASONRY lontractor, ._----------- --•----•— — Sub Contractor: — WII_SONVILLF CONCRETE PRODUC - 47 Ticket No. _ D02533 'oncrate Supplier: _-� ---. Truck No. —_— J . WOOLF/GORDAN NELSONCu.Yds. __ 12 Load No.t ;ast By: __---- -------.a._ ----�.^� g 6 5 4 SUN,JY Neather --•------ - -- — --Temp.High: Ternp.Low LINE A/2 .5 FINISH FLOOR ELEVATION TO TOP OF N" CMU WALL - _ocation of Placement: --- --- - -- - 12:45 85 _Test Time: —-- ---Concrete Temp: 1500 28 FLUID I Strength Requirement: -- -- - PSI ® ------days Slump ------Cement Type — 7 SK KURTZ 3/8" Mix No./No.Sacks Air Content -.—Max.Aggregate 4 OZ/SK CEMENT Admlx.Amount: ---Brand: - Admix.Amount: _--Brand Set Test@ Register Date Date Total Area —Unit Report Tested No. Days Number Recd Test Load PSI No. By SOLID 28 6510 08/08 08/:30 120,050 53.39 2250 17 JB 28 6510 08/08 08/30 119,640 53.39 2240 17 JB 28 6510 08/08 0t3/30 123,590 53.39 2320 17 .7$ ON SOLJn 28 6511 08/08 08/30 90,750 39.74 2280 17 JB 213 65).1 08/08 08/30 92,538 39.74 2330 17 JB 28 6511 08/08 08/30 93,649 39.74 2360 17 JB rc :CITY OF TIGARD _ Remarks: TUI' -I3ET TY�r^TOiT�Pf T--- JON JURGEN3 & ASSOC:IATES �--- _ 1 -- Carlson Testing, Isle• C'onst=Yietio=i I11 Geotec�li weal C nsi I1 ng P.O. Box 238 14 Tigard, C rogon 97261 Phone(503)684-3460 FAX #684.0954 August 1, 1994 94-1590 FIELD INSPECTION REPORT DATES COVERED: July 29, 1994 PROJECT: Homelife Furniture Store ADDRESS: Tigard, OR INSPECTOR: J. Woolf #486 07-29-94 : CTI representative arrived at jobsite to provide continuation of intermittent reinforced masonry inspection. Block laid to 10 feet off finish floor on north wall. °nr three expansion joint wall Line A/2-5, Section 1, Line A/5-8 . Remainder of north wall laid up to 4 foot elevation Line A/5-8. Vertical #5 bar - 10 '5" placed in each cell to be grouted at 4 ' on center with -erticals at end cells also. Horizontals appear_ to be two #4 at V on center. Lap is difficult to determine for vertical bars at 8- 10' elevations since next verticals not yet in place. CMU containing rebar vertically appear to line up leaving proper opening dimension and bar positioners found in place. Verticals dropped in center of wall. through bar positioners. Horizontal lap riot observed at this inspection, though no indication that proper lap has not been maintained. Two #4 horizontaLs not yet in place for CMU placed to 4 ' elevation. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding chis matter, please do not hesitate to contact this office. Respectfully submitted, CARLSONTESTIN , C. Douglas W. Leach President ,PiJ/ecp cc: Westwood Corporation City of Tigard kze STRUCTURAL CALCULATIONS FOR 1VMELIFE RETAINING WALL -...._.. ............................... ' � 3�RL)L1�1G► Job . :;:: Cjij nt._M-13S'Y'V1 OOD J T"i 91COPPOI MED Date _ _. BY ___ Sheet Kb' . MISS MaILER ST Pc=.AND. OR 97202. 5M.231(1717, FAX 73`0418 :u_1—dip-1?:•� ._ 1tJ ^UI'� ZEF-,P' Ili'L,L.fn. I,YtN L � �i, -- � pct-71 GM'J tAl�d.l. � US�J PI'-mC�+c�h�n MOHa� TX (eAS rr Ice �=� �fna�c~� _-� ,�Cy� 12. (21,�S��Q�c�!!'S��-• ,,� ttJ aa� z p,SU � WI'f11 gPG��n•�., u.r �iG.► wM�(„ Ft�R '�C PGF G�.GK 9kC�°'ti'�- �C.�rJF ��l E?'N �21G �� DI,,(,p�.J,AIc►' � � reit ��"�'�_ fz�l►Jf~ �Q ��, h�TUP�, P�.rX bre •ro t4�- � o !`Wfti- x /) ,t 1✓''K-�Nt C�LlT � �.��1�.S FtDM Lid+ R�74 41K)S- 1AAtG BERRY-NORDLING Job ENGINEERS Client WMTV=O —Job No. ° ! INCORPORATED Date �qd By Sheet No. �.._ 701 S E MILLER ST. PORTLAND, OR 97202. 503.231-0711,FAX 231.071 A 11 EEFF) tICIPELPiG -7 -770"70 P.04 -R'Y-NOP01 I.N6 ENGTNIES:=.S - ',�Nr:- r-(OMELIFE E E T I STP' RTLP-NI), :IREGON 5 02 a q e of "271--7717 Job #i 14-2ei4 2-v S W Date: 7/20/q4 2:-1-071S l.Fr 4 Pj, L P., p HOMELIFE.RPF "VP P -TA IN TNLFj WALL.L L D 5 F.,T C-:-rJ Pa I of 2 ADJ�ED VERTICAL LOADS -------- tl I I.cl wa 6 1 z Sear ri a v a Axial DL on Stom 7 ns.+ 4)x i.-2.1 i-L on tem pl+ Sl_las Ac�-.-;' "L Q. Q wS us+ . . Ev: L-,+t of Stam C.1- 00 1 n Preas I-inut is N A r:.S+ 9-1.traharge over Toe . Active 1 0 0S+ P.k+i 11 1 S 1f-P 1. "Ve I 0: :1. ever Heel 0 cuf p'RxSxvm I-ai-vral USi "10 SLIf"char-am to rastst S cl i 1 C,CA F I S i : 10. Q Dc overtt.trn i nq H S%La I Yes Fbi I Ht avar T041 C) :r1 Tacp 3 yps ADDED LATEPOL L.0 A.1)S ------- wOCITING ---------- Lord Acq::.ra V;RrT:2,c:.Rj 1.0ad 0 olf t - C.), QC) or) in w) I'mtsm f4bu-P ScO Lis Er-c. (Tom mi dr + I Footing Width (m.ero) 01) +t Add I -:.'kcral L=ad 0 Fact? Tor Lc Fta. CL= (:)C) +t att'n -F 1;m,%,.- 4)bc)ve/9elc't-j Sail i'itnqht L,:.s 5t4rt Q .9t: At Wall Fcmcc I 0 OQ ft FootifIQ T'YLI.? Li nop WALL & FOOTIENG DATA Rt"t A-i med Hifi art S. 17 ;t ISAY 'roe W j.d t.11 7.Z Z -F W,Q.I. I H-I- . ':"-,-0 Ii, .5 i Q. Of) f9_ ftgUjot, Howl Width :3.00 +t T'r-Ital :4.111 Heiarit T 1S. II; -C t ------- a,v 1)Lu D t h. - ;2. C)Q Total Width = 10.33 +t W). 12. 0 C, i c k m Rs Si 2. 1.n4. 00 i,;; I-r-s Toe C31 ()(:)C*l f t SUjjM0F,"y F-'rT3I3Ur'E .]b Toe 72.C,1-a i)s+ Factorte �3f Sa-fc;p+:y, @ 6,6 c,--+ I q Ts .1.Oma,`' r v j.m A 11 owa-0-.1.1,p Sher C)a i Fna�,:.r TofT !,Jntve: Nat '-:-:-eii SL`:. .. F r f I,tu. --Wev Shear Wool, IC:'..I 7r. Tot L-A',.eril F,-)r a e 91,4. C.,i I (ii T'Li r_ KI r_.1.•• I IC H Pa sz.i v e --'r vs r ;,.t r 4,7T..;, ^ # 1 .!32 Fri c:tiom 4."?4. 1 11)d d ' I Force i act INIQ DEISIGN ''j mu �I c't c 1.--- ACI '-?. I Presaurrj-a m 96 fns+ Fri 40,0.CIO asi Mt) !.Iuward 55.bb's _!,I 7 A t-# 'Ur3wArd 101-1. Zi-VIS., USed On hDal Mu Downward = j 4:;' i .?:t RC46ar C-1-loicas Mu Design = 4,(:), ,"'3 4., ! 44. 4t-# Toe (b-t Hrawi (top ) O'c" 72 1 r Not Rpqd I r, v19. :'.74- ('Z i." Na* Revd !.r *E 6 f) pl U 5. 7- 1 n Not Read in q t)A t- To Edam :71. rc7 2.7- J.r. 0 7 11 7. E30 i ri Not Read n a u t:t' f: r_5 IL 0 c7 t.rt Not Rfm qd R-U 'J" MLU't,d`2 I. I I . Ir? *9 11 .1.3.C) r, Not Pgad i n Min. ',;2bar 0 0 in Not Read in OL Job 7 (D P7 4 --(,,7 J.-S Rpt.-.-i r 7. E( k c 1794 F j. I R HOMEL I FE.PPF --------------------- c.,w n i r c 0 r cr a 1:e t rn. m S in-n F .Iqnn 2 ,?scer*.(.jtr,,u Stem Le-fL Stern CC3mSt! L!Ctl'-,"; Hi al"'lest (USET =vIum.-= F,-c-.)rn left to right) r-ESIGN HT.. APCVE !.2. Cii-D 1. `7 4. C'!.00 ft WC4 TIM.'"! W'f0VF- HT. Masan'--/ t,4,p s c r, 4 S a I'l-v. Masonry 'Cloncrete a. o(D 16. t)f) Orl n a r c bk i 7 7 41* 7 ik Rebar :-L)ac 00 0. (.0 8.Q0 In PP a r P7, a r v i4a• Edam Edap fE d to e Edoe d 9 S OA !'A I . . . . . . . . . . . . .. . . . . . . . . . . . . . . 940 10.62-7 S F's 2 995 a ""46 0 Ht 1564 �: 14 .1 9^!) 1 1,5 2 .5,/, '. 7 . 52!r! � t 4. 106 T,0.6 4.5 4-*t :tQs 310,74'� c-,wa b 11.0-7 6 1 ::. 476 'x1 . 82 mai P 110 1.9-76 76 7 a 7 Z 971. 11. psi 1 . 75,D 30 12. 62 C-.mbw-c!ma-n';-- Length Relic d 27. !'(, -1 &.1. i. La 1.cj -3. c) 7=. ':' 1.64. 64, 11 ard rt L)M Ci 5 C5. "7 1. "T, 0:' 17-,cdc.) 1 r. 'L 4 In MASONRY DATA. . . . . . . . . . . . . . . . . . . . . . fn m i •SOO 1, f)t') 1 1:00 psi '24 -1 )q:) 24.;:)o(:) 22 4 0 0 Q 24,010C.) CS1 a .j r rl t: I.-I c F Ll U I I �i.i tie c:i.ct.J. "r,sp Pc t i on Na IUa Nr, y ev S ri , E iz ,' E 7 ti 7!!, 7 6 271 -7 S 2-5 7F3 Short Tzrm I QCI CONCRETE OAT?. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-IMMARV rr FORCE= MOMENTS ------------ I - ----------- Cv e r t u r m-.L I a M o m r?11 Resistirlo Momn-Its. S'. {1_- $a d' h r t ---- ----- --------- Acti ve ---wsn. tQ 6. )'79. 1. 40 71.7.24 9. 5,(.! 1 3 615 7or „der 0 6 2 955 S'l -Jved I la Heel, 0 0. t rz C�- Load (D QC ("I Q Cl 1 (K) Q or, WAI 0 Lopdi Wall .1. = f:) A v e r A-a ad S't-M,fil W t 9 ti,C_ _ '175 7. 03 r!'Arth 41^r� 8 4 154 A Cl Ll&d a.t!fir 31 I.-Q-4 r! C) Fact%fig, We-'aht 16 t',106 8. 150 4,077 Q0 3.943 41*l.630 i'' 7 7,5 713,7971 --------- --------- --------- --------- 1,ota. s usLad 4 or Sui I Preasu.., e Y F Not I mc ludedm 7715, /S. *797, I Ila INC. -C-NELIFE '12,-LV-' :TTREET -:-nr,l*! AND. 2PRE :r1j\j 977110.t" Pa,a Le of Job ii: a Z?Y.". ?Wk'. Date: 7/27/94 RetpinPr,-n 77. ,.C� (C) 1994. FJ, k=: H0MEL1FE.R'PF WALI- DES 113N Pa i of is SO.T.L DATA 4-�01'.)EXN VERTICAL LOADS -------- A 1.owah I v Eq(.Par i no A)oal 701L on Stm. m 01+ LA+ cm Stem a 'A C t%, v e a-f Lfz-ft a+ St Rom CL Q. 00 1n A c t i. %ry 9 1-:1.m 1. t A 05+ 3L.1rC-.M;Arr..j'? c,ver Toe = C). 0 os� P- f i 11, 511 00 rx- (0=1.a v/m 3L(rChZtf-r-,Z ovpr Heel 0.0 ps+ Pacitwuve (.4t.gral 230 Cc-f UZ1.71rj to resist S c,11 =%e I'l 1!5,1 1,Y 110. f'; 0 C:t Oyer t.ur I'l 1-1 L, Cr, HP(PI I Yes Sri 1. H-6- --ver 7-ne r) 11 roe I Yes ........ W.MED ;-ArEERAL LOADS .'DPCENT FOOT TING Load Acting load 01-F Cin Stem AU,uvri? Scil Toe e S--t d a Q.()C) V1 Width 0 Q C) ft ,:314 Face Too ',*-ta?m to F-1--c. CL= Q.cjc;t ft Q 00 ;t 7-tr?- .*7i,1RrvCp AbuVe/Below :210il tc s-lart = t:) cjC, .6 t At 1.4 A- 11 P7,-.3 c r.z C+ Q ou +t F70otina rvoe Line WALL. I F0C,r,,,!,;0 DATA R e.t a I i",ed H eJ.a h t 1Z At. Ili�S e Width 5. 75 +t ',q A- 11 NI_..: -;*bc-,ye sui 1 Q, 00 ;t AM00419COWN0041=01H e p I Width .3.00 +t natal Wail Hrvicht I e."). 1. "; 41-- - - A e Y D C L�T -.7 Q n -�-i 7'r.1 , w I Li t 11 = 2. t a v wj.dthjf.n p a F 00 r).t I.1.) To,r-, 5 750 +'t SUMMARY r,o!-.2-:!c;,M ",.I e r-t rZ 0-C-:U S 4R M t V @ HiaHie]. C ra 1 . 94 11. :3 t q i.,d-3 11 e F I r S1 4.d, 1 -050 L-R!V{. L i T 1.s Shoal- 76. .';:7 =5;i t W.1 fi IS i It" . '12 C? 7. U W a v 1:4 h(-2 1:•r. 9 Toe te6 Not Used +:)e- SG 1. 1. P- Shear !--I cm 1 -7. 1 osi =-.:--=.A tz-w-9 w M W.- -9 T M RS 9- =.========= LL_IDIN13 ------ =4-0/Soil Friction 0.4t:)tD Tot Lnterml P o j-.:9*1 . S.932.9 it Wot Urme7d n ;k q;%.I,v? Pr-'a'41sure 7,4 4 0,1 # 1!!,. 4 0 I f ta t Y ol, Pdd ' i. Frjrc* Rpo 'd 0 4. 7COT INC DESIGN .'Us).na nni AGI may. i Prpssurfe �5 2 t) 61 pe-f F Y 40.1:101C, psi MU Uloward f.--o. 1-!C)wA-r-J so:. I ore, - kosed nn heel Mu Unwnw*rd = U 679 ".':-9F? R^b.arf.'110jCq:= -------- Mu Desiul') x7 5.C`87 -F t--.* Tog r b t -el (t He -op) '.,Jru-Wav r3hnmr: #4 @ C. ^h in Not P:ead in 4.,','. 6:2 1,' psi JC! @ 4- 4177?, in Nc)t read in 7�. 03 6. 217 ,n Not Ropqd x n 2 R-!-:, tf,b e� Rebar. CL "'Ll F-dtjR- %Z !1(:1 2. 70 j.M 07 13? r", in Not Rend in 0(rath tc I 14, Qtj 175. 00 1n 1*8 f, t in N4j-t R es C3 C1 in Ru 49 @ 14. 29 1 n Not Rpqd i n Min. RL-b lk t RAt i U 1:1, 0000 0 11) (a i S. 1.4 1n Not R es a d, in "--ill tEPP, 4iPrLln6 -,:1 07 E 14 G I 1\1 E E R S riti.e* LOMEL,IrE STj:'EET D ra c r F. g so CA 1 1 -64 64 B y C3W K Date: 7/2_,/94 RatiunPrr !:. I .:,:, I - 9T4 Fj. I,9iHOMELIFE. rF'F v 1.1.4m 3,1 Z Descanding Stqm HichQst La-ft Hi rjhcp%4-. CUSe COIUMMS from _-Pp.;Ch 1r1• ID 1", a 4. 67 4- (iBLIVE HT. Masonry m a S c.'r, s o ri r v Mascrir y Malksonry ri_)m t.n a Z 8.00 11.). 0C) 16. 0,.:) :16.0(:1 16. 00 a. # Ib 0 6 # 7 0 7 # 9 PC LR C.:111 LI 1.6.C"o lob. C)(:) E3. (Do 8. (:.,Q F3. Uv ).m =I t Edue Faye Edda- Edam Edge Ttl. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. Q7(-,, 5CC)()::, 9L *0 . 86.-, d tO I)qrl.ar, Ht _,64 991 I .OR 7 C) Zglz- 4.a I .. . . . . A ct u a I i 152 7.6E:7 7 725, 14. 06 :::),978 t-# .G,7 7 7 -7 6 9 14.61 ;'-8.91, C) I twat?1. q :7. 36 1.9. Z6 1.'7, '6 :7.9. 73msi Z7.Q Q 27.o(.) I . 70 :719 9 1,64. t:) 164. 0 164. t7 164. 0 c s* 13. UO h d -6 1:5 1 QQ 1:'.,. 0() . . . . . . . . . . . . . . . . . . . . . . . . . 0 1 0 . . . . . . . . . . . . . -7'4 0 0 24!usi 24.00C) 1 P i. ri r r -i rc c 1 o m No hjo NtS Yps c5 27. 78 75.. 7F3 1!! 7 E31Z^. 11 rn C7 I-PRs(z = 1. . OQ 1, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LI S nF =CRCES & MCMENTS; ----------------------- Mommr.t s 662 T.,. SSE ZI7 7Q9 7.r 271 3 1 e m t C7 I-a L c)a 00 ='r7P'IP f� �Wce Tue 00 W441 1 Wall C30-C, -;I:em Wt%. 7 . 11 e 6. Z:,4 - 13,432 450 6. 715 03 4 t = I , -69 4.72 :mi cHt b Z5 2 *TF C.. 4p B'ra'e. ---------- 4 --------- 7-6? 27.32C, S 57.9 52 .F387 ---------- --------- r_lssed 4c- Suil Polossure, P'v Nut Trcludeld- E3 313,? S2 .3,8 7 J, ;41JG-08-1994 IT:10 F:=C.11 EEPPY 110RDLIH15 TO =7-Qu .': °.03 r,-NGTNr:.'!ZRc:', Title: HOMEL I FE S. E. MILLER STREET m-7LAND. :.)REOON 97202 F'agw of ,3) ZZI --(1717 job ft: 94-864 lik v i LAW K Date: 7/18/94 50T) 231-Q71.S o? Rtai nPro O. 1 B(c) 19q4 Fx 1.e i HOMEL I FE.RPF . ------------------------------------------- "ANTILEVER'ED Rr!FT4,TN1NG VIALL DES113NI -"7 1 of 2 ------------------------------------------------------------------ SOIL DATA ------ ADDED VERTICAI.- L.C)ADS -------- f 3 w-a.b I e 1-4 P a r i.r i q 2 1 00c) Ps-F A x-L at 1 I)I_ on <*t e rp. C)I+ ie 1..atera.). EFF' Z0. Q psf Ax i al 1._L nn Stem P ,,f . . . .Slope Active 0. 0 P 1;- , . Ecc Left 1.3+ Stam CL o(y In 4activq Precss Limit. NIA ns* Sorcharge over Toe 0. 0 psf Bk+ill Sloce (O-level ) - 0.05 burcharge over Heal = 0. 0 0s+ POSSIVO Lateral MR 210 oci Using SUrcharge to }-psis!_ Soil Density Uk 11 Cc+ ovsr-turn i rip @ Heal 'yq% Soi I JQ ovmw Toe MR 12. 0 1 n @ 1,oe i Yes ADDED LATERM- I-OADS, -------- AI)JA(79NT ROOTING ---------- Lateral Load Acting Vertical load o pl-f On S-kem Above Soil 00 p C; . . . 1-::cc, (Tfna side +) = 0. (X) in Footing Width fpero) 0. 00 +t oc,fd ' l 1...ateral o n I « Fac:tz Too Stem to F+-.q. C:,L= 0. 0 tv Stop 1), )('.) 4 t Ftg. Base Abavp/Rel ow Soil . . . height to start L:!.(:)Q ft At Wal I F.,ace r,-J-/-] O. 00 ft Focoti.nq Tyrpe Line ---------------------------- WACL I vOCTING DATA Retai.ned Height 1 a. 13 f t9.�3'5 T m e W1.d t`+ 4. 25 ft Wall Pt . Abovip 1. ('w') Heel Width = 7..('.)(.) ft Total Wall Height = 14. 1*' + L r-'ey Venth ------- I 10 Z5. 0 T m o t a I Wi d t h 7, 25 +t Kr2y Width = 12. 00 in Thirknress 1.6. 00 in to for- MR 4. ;t SUMMARY P-essurm 9 Top = ,962 psi Rectors of Safety: Pressure @ HReI 0 Psf Overturning = ! . QZ 11 Allowable Press. 2,000 pof slidimp m 1 .50 : 1 n t r-I.a.x t V MR 14. 12 inn q! lowabim Sham- 16. 03 vmi 1 Resultant OutsiLe Middle Third 1-Wav Shmar 0 Ne - = 7 psi Note- P,, Nat Used for Soil P-mm. I -Way Shear 9 HeN - 23. 3 mai --------------------------------- I-r"i -I D I NG 0 ECK ---------------------------------- t q/S'v 1 :1. r-;,",i C t i ren T,.,.i 11: L LA t e r a I F a r-c w (-i . '.= !!- ,','�7. 6 # Soi I @ Toy: Not Used 00 in f-) Pammvp Pressor"e. em Zj47e. 1 .0 Toator ni Safmty = i . 50 Fr t ct i on = .2.@,�4. :L is Add ' I. Fci-zw Req d ZZ f). FOOTING DZS'1('-)N tUping ACT Factorm -Tom- --Heel-- VC r 2.900 asi PCT ;. I Pressure = 2,572 0 mef FY 40,000 ON Mu Uowerd %J 21 ,2S2 439 4t-0 Upward soil ores. owmd an Heel MU J)0W11VJ8rC-J -,Tr? 4 .912 +t-* -------- R m- h A r C,in o I c 9 s -------- MU NOSIg-1 16. 7' 7. 4.473 4t-# Tow(bot ) marl (top) On*-Wav SnT3r! 04 ,Y 1. '7 7-7 i.r. 1�. 60 1.r, vLk 40. 69 2 3, 2 6 it t". (a er. 78 in 24. ]. i in vn-2 (f 'c) 1,/Z*. 63- 76. Q3• 76. 07 osi 06 @ e. 21 in 34. :1 in Rqbar- LL To Edge - 3. 30 :7. 50 in 07 @ 11 . 19 in 46. 7v in Depth to steel m 12. 00 13. 00 in 08 @ 14. 74 i m 48. 00 in Ru -- Mu/bd^2 MR 129. () 721, 4 #C? CCJ 16. 66 in 48. 00 in Mir,. Rebar Rptia MR 0000 #10 23. 69 in 49. 00 to J - ------ - rnui4 ntrn u�rruL r{lu UcaU r. c:l�tJ J, I ,� � ��^��• �.Y.t.1 Q G�1 `�{7, cam'T.�L _ dao � 1 1 , 24" b . 8 u-+-u -�r-ANIS" QtYAG�). r� d S4 I P � ,� ,�;1�Imo,i , ,t~-- '. �:...+ , ...-� � .�.,.... . ..__..e•w. ' .. - .... Arlt"'^,'; 1rr •'r +R;REl1 ......7 n.r ^'w....y.... .........- +n:, uw.ep ��yy rrJJ r �Ir{11 1�' 9�f11�� 1i,�„ MVRI•l �{1� ;11�r1 l 111:: I i- t t�'T-� •tIQ ++ if �jANN, r� 1••fjt� 11 i�� T '1'I �'iV�'PMMI/Rii1-' �{.%m; ly t 1 1 A kx tlTl n: �i+��.:. r - ..,. ...,uu ,, .. .. �W�.t.�'�.IfN �'�T'�:+P�M►l��'�.77;dtt�it��,.1'1T ,'i'jrr11` 1;... ' (1m14±illn.....,.. .aJ-7--.J'7�L��•'1 i.• �: rr_iri tcrr.i .nJr.u�..,_, _ ._ :u�� lLj 24 10 / a Ire CMU UJr .I 05N 411 W Aw • .. ': -- - ' -_ aMUY•NORDUNG Jab 4�F"�frla R,I��N II•.Y3' Vs1l4t.�... �� .' - SNS Chen# V�1lT1�t�0 ... Jab No. • 1NCOOORATED date, `q4 By Sheet No. 701 S.E. MILLER ST.. PORTLAND. OR P7902. 503-131.0717. FAX 931.0715 �_ lb r'RUhI zEKR, f0-IRLILirlu I , Y , I s i I _ — h{Lr-fit Tj I -lG ri � • r •� p -0 I. c� ^ BR�Y�NottD �tGi sc : Hutu t VNIO*i r waR.c� ,.lob No. °�`�' {jt iNcaRPo ►T n Date 6Y W_ sheet No: 761 S.E. MILLER ST.. PORTLAND,OR 97202. 503.231-071?. FAX 231.0718 Huu-06-11�Q-4 15:16 r=C:t EEPP, hi-IREILIH6 _ OC, 1.. OVTFA PAC* 04 Ptxt(r. N V� KA o tL�}On • i n _, .....+........t ..... .r. ....r........_ Ire-•__-__.. .. .. _ ..__... _.._.. .. .. .........__ __._._._ _ __ Z -. +, ;MMYiNORDI.ING Job K1G7 ►tdtl WMA "�'' Nt�Ir188R�' Cltent V� 'i'OItk7�i� Job No. i :. INCORPORATED► pclte �► �y , Sheet No. ., 701 S.E. MII. IR ST., PO HAND,09 97902, 503-231-0717, FAX 231.0716 • nVU-Uo-.lT7�-1 �:� i� -r'JI'I ccrR.i f�iJrL'L1i IU _ c�.)tJ`�kl l-+ , y /G 1dvrC ��-q .....mow �� •'-V i k Nt1" ' BM Y}NORDUNG Iob C S! ClientWlAoTV�C O o. — Job N . 1NCC)"09ATED Date ►... ��4 By . ?!AAIO Sheet No.•:.�;;,_ 701 3,E. FILLER ST, PORTLAND. OR 97202, 503-231-0717, FAX 231.0710 4JG-08-1994 1IT:17 FROM BERRY tl0PDi_IrG Ti-D :7:0220 F,14 MASONRY WALL SEE FDN.MAN i r N CONT.FTG. y 3 - -- REINF• CLR. 2 • Al F ` d DOWELS TO MATCH '1 FQO71N0 P,EINF• 2 0 2-0 3/4"m l'- O.ur�w F-E-ST,FTG.-20 TOTAL P.14 xN&PL�(,TION NOTICE city of Tigard Building Department 13115 SN Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171 ,Cl_� _ inspection: �_ J_"r 1(r"\ Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Fain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Hoch. Date Requested: - Time: AM PM Address- �! Lt OL ` Permit Builder: ' moo THE FOLLOW!NG CORRECTIONS ARP REQUIRED: Inspector: —-—_ Date:_ 2 APPROVED DISAPPROVED APPROVED SORJRCT TO ABOVE Call For Re(nep., Constniclion Inspection&Related Testti Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 Tigard, Oregon 97281 Phone(503)6134-3460 July 28, 1994 FAX#684-0954 94-1590 FIELD INSPECTION REPORT DATES COVERED: July 28, 1994 PROJECT: Homelife Furniture Store ADDRESS: Tigard, OR INSPECTOR: H.P. Murphy 07-28-94: CTI representative verified size and placement of rebar for 8" CMU wall on "A" Line, from 2 to 6, 1st 4 ' lift. All appears to be per pians and specifications. Mason has used rebar positioners on verticals and wire mesh at 4 ' bond beams with two #5 rebar. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. if there a:.e any further questions regarding this matter. , please do not hesitate to contact this office. Respectfully sub cited, C 0 ATE TIN �NC. D uglas W.YPch re ident HPM/ecp cc: Westwood Corporation City of Tigard INSPECTION NOTICE City of Tigard Building Department 13125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phones 639-41.71 Inspection: Y�_ !� Vy-'e C AL Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Round. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer ) Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -Plumb. a Plbg. Underfloor Water Line Gyp. Bd. -Mech. C� ,�f✓ ` Date Requested: / - 1� _TLmes AN �y(J�PH Addreea:_11 ' Per- it 'is l L 00 Builder.: P _ 1 F tL7l) to doC --+--- TRF F01J.OWING CORRECTIONS ARE REQUIRED: � UT InspectorcDates 1 APPROVE D DISAPPROVED _ APPROVED SU IT TO ABOVE Cal] For Reinsp. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF COWRFT17 TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 T M (7 17 2 IT L.':`: 1, Phone(503)684-3460 Test Methods. FAX#684-0954 0 7 Permit No: Date Molded- Job No. — Client r'ttl' ON URN I Project: r- Address: C) F'r Contractor: Sub Contractor. Goncrete Supplier: r Truck No. -----Ticket No. I --_Load No. 14 Cast By: Cu.Yds. Weather: Temp.High- ---Temp.Low: 17 C Location of Placement: Test Time: Concrete Temp: ' Strength Requirement: PSI a days Slump Cement Type I Mix No./No.Sacks Air Content Max. Aggregate Admix.Amount: Brand: ----Admix. ".mount: ---Brand: Set Test@ Register Date Date notal Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By Irl 83,254 28.29 2940 7 JB Remarks: -CITY OF TIGARD, 1nfnrmnfinn em mind harain Is not to be renroduced,except in full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting 6 X 12 CONCRETE TEST SPECIMENS REPORT OF . P.O. Box 23814 Tigard,Oregon 972.81 Test Methods: ASTM C172/C1231./C31/C39/C1064/C143 __ - Phone(503)684-3460 FAX#684-0954 Date Molded: 07/2/ 19 `�4 Job No. 94-15900 Permit No: --- - -- .- — WESTWOOD CORPORATION Client: --- -- - - — HOMELIFE FURNITURE STORE -____-- Project: -- TIGARD OR ---. -- Address: - -- - �--- WESTWOOD CORPORATION -Sub Contractor: -. Contractor: — ROSS ISLAND SAND AND GRAVEL Ticket No. T-4 62962 Concrete Supplier: Truck No. Cast By: M . LARSON Cu.Yds. — 1 1 - Load No.7_- -- ---- SUNNY 98 r ' Weather: _.- Temp.High: Temp.Low: SLAB ON GRADE B TO C , D TO E ( 2 TO 8 ) LrN-,ation of Placement: - -- - - --_ 7 : 15 8 0 Test Time: - ----Concrete Temp: --- 3000 2A i „ j Strength Requirement: -- - ____-_ PSI a - -- -days Slump ------ --Cernent Type - 30108 3/4 Mix No./No.Sacks - —Air Content - ----- ---- Max.Aggregate ---- — Admix.Amount: -Brand: ___-.---Admix Amount: ------ Brand: Set Test® Register I Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By I 7 6243 07/27 08/02 79,497 28.28 2810 6 JB -- --�'8 6243 07!27 08/2 -- 28 6243 07/27 08/2 IiULD 6243 07/27 cc CITY OF TMID Remarks: - Ininrmntimt arntMined herein Is not to be reproduced,except In full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consuiting REPORT OF A' X 12 CONCRETE TEST SPECIMEN P.O. Box 23814 A`�.TM C172/C1231/C31/r 3C1 1 064-/C1 Tigard,Oregon 97281 Test Methods: _ _ _ Phone(503)684--346346 0 FAX#684-0954 07/26 ` 4 94....1 r��.() Date Molded: , 19 Job No. Permit No: -- ----- ---- Client: W[: .TI,JCu1f.:t CORF,C)RAT T Oil Project: 11t71v1( ! TI'r r1-1RN1 TUPU 51 CIRF' Address: - _-- Contractor: pub Contractor: - ----- - -- - - I I Fllul -,'ah'I ial�lf! (il Truck No. _—Ticket No. -- Concrete Supplier: - -- i I- F7Tti` C)l�i I I - Cast By: _ Cu.Yds. Load No. _ - ------ •-,11nirIY , Weather: -- - Temp.High: Temp.Low: i fill %r .I r r i Location of Placement: - - - i' Test Time: -- -- Conr.rete Temp: X00 Strength Requirement" ___—_- ----- -- PSIa -- --days Slump I 1 Cement Type Mix NoJNo.Sacks — Air Content -- Max.Aggregate --- Admix.Amount: Brand: -_Admix.Amount: _-___-_ Brand: _- Set Test® Register Date Date Total Area Unit Report I Tested No. Days Number Rec'd Test Load PSI No. By 83,254 28.29 2940 7 JB II -- 113,410 I28.37 4000 16 JB 112,750 23.37 3970 16 JB 28 08/23 114,520 28.37 4040 16 JB .CITY OF TIGARD Remarks: infnmwNnn r ordained herein is not to he reproduced,except in hull.without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting 6 X 12 CONCRETE REPORT OF _.______TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C31/C39/C1064/C143 Tigard,Oregon 97281 Test Methods: _ -__ Phone(503)684-3460 FAX#684-0954 Date Molded: -- . 07/26 _' 19 94 . Job No. 94-1590 Permit No: ---- Client: _— WESTWOOD CORPORATION Proiect HOME:LIFE FURNITURE STORE TIGARD OR Address: WESTWOOD CORPORATION LEC. REDFERN Contractor. ---- -- ------------Sub Contractor: -----. - Concrete Supplier: ROSS ISLAND SAND AND GRAVEL_ Truck No. __ 210 _. .. Ticket No. T--1 6 91-A) M . CARSON Cast By: _Cu.Yds. ---I -_ __ Load No.�' —�- SUNNY 98 55 We ether. ___.___ Temp.High: —.---Temp.Low: SLAB ON GRADE-_' B TO C & r) TO E ( 2 TO 8 ; Location of Plecement: - - - __ Test 1-ime: _- ----_—_._.Concrete Temp: -_ —�. 3000 28 /1i " r Strongth Requirement: --- --- PSI 0 days Slump ---- Cement Type -- 30108 q " Mix No./No.Sacks __ - Alr Content Max.Aggregate Admix.Amount —__-- - Brand: .—- _—Admix.Admix.Amount: _______ —Brand: Set -rest® Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By 1 ? 6202 07/27 08/0 75,739 28.28 2680 5 JB — 28 6242 07/27 08, 2 100,260 28.37 3530 14 JB 28 6242 07/27 08/:, 101,590 28.37 3580 14 JB HOLD 28 6242 07/27 08/23 102,030 28.37 3600 14 JB Remarks: cc :CITY OF TIGARD - --- ---- -- - - ------------— ----- Infnmwtinn cnnfelned hereln Is not to be reproduced.except In full,without poor authorization from this office. Carlson TostiD.g ��1e construction Inspection &Related Tests Geotechnical Consulting REPORTOF6 X 12 CONCRETE TEST SPECIMENS --- P.O. Box 23814 Test Methods: ASTM C172/C1231/C31/C39/CJ064/CJ.43 _ 281 Phonei 1)684-on 1'460 FAX H 684-0954 Date Molded: 07/26 , 1991.. Job No. 941-1590 Permit No: — - Client: '.4ESTWOOD CORPORATION _.�� —--.. -- Protect: HOMELIFE FURNITURE 7,TORE T I GAPD OR Address: — —— — - WESTWOOD CORPORATION Contractor: — --- --Sub Contractor. _ ROSS ISLAND SAND AND GRAVEL 210 T-4 6296' Concrete Supplier _ — -Truck No. Ticket No. _ M . LARSON 11 7 Casf By: _ _Cu.Yds. Load No. SUNNY 98 Weather: —. Temp.High: Temp.Low: SLAB ON GRADE B TO C , L) TO E ( ? To 8 ) Location of Placement: — --- — - x . 15 Test Time _ Concrete Temp 3000 3 t I Strength Requirement: PSI 0 ___-___ days Slump __ -_ _ Cement Type 3010BI " M:x No./No.Sacks Air Content Max.Aggregate Adndx.Amount: Brand: —.-_—___.Admix.Amount: _Brand: Set Test® Register Date Date Total Unit Report Tested No. Days Numbrir Recd Test Load Area PSI No. By ] 1 7 6243 07/27 08/02 79,497 28.20 2810 6 JB 28 6243 07/27 08/2" 99,865 28.37 3520 15 JB 28 6243 07/27 08/23 100,380 28.37 3540 15 JB HOLD 28 6243 07/27 08/23 102,240 28.37 3600 15 JB cc:CITY OF TIGARD Rwnarks: -- Infomiatkxi contained herein is not to be reproduced,except In full,without prior authorization from this office. Construction Inspection &Related Tesis Carlson Testing, Inc. Geotechnical Consulting REPORT OF6 X 12 CONCRETE TEST SPECIMENS -— P.O. Box 23814 ASTM C1.72/C1231/C31./C39/C1064/C143 Tigard, Oregon 97281 Test Methods: _—.- - Phone(_03)684-3460 FAX 0 684-0954 Date Molded: ___.. 07/26 , 19 94 Job No. 94-1590 Perrnit No: Client WESTWOOD CORPORATION _ -- ---- - Project: - HOMELIFE FURNITURE STORE TIGARD OR Address: WESTWOOD CORPORATION LEE REDFERN Contractor: -Sub Contractor- ROSS ROSS ISLAND SAND AND GRAVEL Truck No. __ 210 —Ticket No. T--4 62950 M . LARSON Cu.Yds. _ 1.1--_-__ ___Load No.Gast By: - SUNNY 'y:; 55 Weather: _ - -_-Temp.High: Temp.Low: SLAB 0H GRADE B TO C £x D TO E ( 2 TO 8 ) Location of Placement: -- - - - 5'45 7t Concrete Temp: 3000 28 6 1/4 " T Strength Requirement: ---.. PSI ai -----days Slump - __ _-- _- - Cement Type 3010B Mix No./No.Sacks - - Air Contant - --_ _- Max.Aggi agate ----- -- Admix.Amount _ -.- Brand. - Admix.Amount: Brand: -�_- Set Test+ Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By l 7 6242 07/27 08/0275,739 28.28 2680 5 JB 28 6242 07/27 08/23 28 6242 07/27 08/23 HOLD 6242 07/27 cc :CITY OF TIGARD clemarks _.__-- -- ---- - --- t rnfnrmntinn crx1fainart hMrain la not to ha renroduced.except in full,without prior authorization from this office. Construction Inspection &Related Tes`s Carlson Testing, In.e. Geotechnical Consulting 6 X 12 CONCRETE TEST SPECIMENS REPOR ALF -_ P.O.Box 23814 ASTM C172/C1231/C31/C39/C1064/C143 Tigard,Oregon 97281 Test Methods: -__ Phone(503)684-3460 FAX#684-0954 07/25 94 94-1590 Date Molded: - ---- , 19 Job No. Permit No: — --- WESTWOOD CORPORATION Client: - -- -- - -- --- ----- - HOMELIFE FURNITURE STORE Project: -— - - -- -- TIGARD OR Address: - - `— WESTWOOD CORPORATION LEE REDFERN Contractor: - — -Sub Contractor: ------ ROSS ISLAND SAND AND GRAVEL 70 T--4 6225.1 Concrete Supplier: — Truck No. -_ _Ticket No. --- M . LARSON 9 1 Cast By: - _—Cu.Yds. --_-- —Load No. - S NY S4 55 Weather: Temp.High: -----Temp.Low: ---- SLAB ON GRADE 2 TO 8 , C TO D & A TO B , 2 TO 8 Location of Placement: -- -- -- 6: ].5 _ Test Time Concrete l emp Strength Requirement: --- PSI a --days Slump Cement Tvpe 30108 3/4 ° Mix No./No.Sacks --- Air Content — Max.Aggregate -- Admix.Amount: Brand: ----Admix.Amount: __—Brand:Brand: ___ - Set Test Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By -- I 7 6208 0-7/26 08/01 83,056 28.32 3040 2 JB 28 6208 07/26 08/22 104,610 28.34 3690 11 JB 28 6208 07/26 08/2 105,540 28.34 3720 1.1 JB HOLD --�_-- — 6208 07/26 . 28 08/22 107,620 28.34 3800 11 JB cc:CITY OP TIGARD Remarks: — — — ,.,r,,...,.,Hr.n n..nlal.+nr1 hnrnln le nni in hn rnnrnrii irnri PYrPnt In fl III wltl�,,i it nrinr ai ithnri7stion from this nffine. Carlson Testing, Inc Construction Inspection & Related Tests Geotechnical Consulting 6 X 12 CONCRETE REPORT OF __ TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C31/C39/C1064/C143 Tigard, Oregon 97281 Test Methods: __ Phone(503)684-3460 FAX#684-0954 07/25 94 94-1590 Date Molded: 19---- Job No. - Permit No: - -------- -- WESTWOOD CORPORATION Client: - HOMELIFE FURNITURE STORE Project: TTGARD OR Address: - ---- -- - WESTWOOD CORPORATION LEE REDFERN Contractor: --Sub Gontractor: ---- - --- ROSS ISLAND SAND AND GRAVEL 82 T-4 62302 Concrete Supplier: ____Truck No. - .Ticket No. C . STASCH 9 OF 178 20 Cast By: Cu.Yds. _---___ ___Load rlo. _ SUNNY 84 5` Weather: -Temp.High: __Temp.Low: _— SLAB ON GRADE 2 TO 8 , C TO D & A TO 8 , 2 1.0 8 Location of Placement: - - - ---- - -- 10:39 8t _ Test Time: _— Concrete Temp: Strength Requirement: ---------PSI 0 -- --days Slump — -----Cement Type 30108 3/4" Mix NoJNo.Sacks Air Content Max.Aggmgah Admix.Amount: Brand: ------Admix.Amount: .__ _._-_Brand: __ Set Test® Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By III 7 6199 07/26 08/01 82,760 26.32 2920 4 JB 28 6199 07/26 08/22 101,750 28.33 3590 13 JE 28 6199 07/26 08/22 103,620 28.33 3660 13 )B HOLD 28 6199 07/26 Q8/22 100,950 28.33 3560 13 JB Remarks: cc:CITY OF TIGARI) Informatinn mxttslnr4 herein Is not to be reproduced,except In full,without prior authorization from this office. Carlson Corsstructum inspectimt &Related Tests Carlson Testing, Inc. Geotechnical Consulting 6 x 1.2 CONcr:ETF f REPORT OF TEST SPECIMENS P.O. Box 23814 it ASTM C172/C1231/C31/C39/C1064/C143 Tigard,Oregon 97281 Test Methods: —_ Phone(503)684-3460 FAX#684-0954 07/25 94 94-1590 Date Molded: - , 19. Job No. — Permit No: WESTWOOD CORPORATION Client: - --__ -- - — -- - -- - -- HOMELIFE FURNITURE STORE Project: . ----- — - _ TIGARD OR Address: ___ _ ---- -- ---- ------------- --- WESTWOOC CORPORATION LEE REDFERN Contractor: Sub Contractor. - - - - -- ROSS ISLAND SAND AND GRAVEL Concrete Supplier: Truck No, _ ___-_—_ _- _Ticket No. M . LAtPSON Cast By: _— Cu.Yds. _^ —_.__Load No. SUNNY 84 55 Weather: -----— — Temp.High: Temp.Low; SLAB ON GRADE 2 TO 8 , C TO D & A TO B Location of Placement: ---- --- ---. - - -- - — 7 : 50 79 Test Time: — Concrete Temp: St engih Requirement: - ----- -- - PSI U -----days Slump Cement Type -- 30108 3/4 Mix No/No.Socks --- -- Air Content - Max.Aggregate --- Admix Amount: Brand: -- - --Admix.Amount: ___ Brand: Set TestO Regisier Date Date I Total I Area Unit Report Tested No. Days Number Recd Test Load PSINo_ Fay I I 7 6198 07/26 08/0 82,680 28.32 2920 3 JB — 28 6198 07/26 08/2 _ 98,634 28.33 3480 12 JB 28 6198 07/26 08/2 106,890 _ 28.33 3770 .12 _ JB_ HOLD 28 6198 07/26 08/22 104,320 28.33 3680 12 JET cc:CITY OF TIGARD InfnrmaHnn onntalned herein Is. not to be renroduced,except in full•without pdo authorization from this office. Carlson Testing, Inc. Co„structi m Inspection &Related Tests Geotechnical Consulting 6 X 12 CONCRETERLPORT_OF TEST __.. SPECIMENS P.O. Box 23814 97281 AS':'M C172/C1231/C31/C39/C1064/C143 hone, 03)68regon -346 Test Methods: _ ___ — Phone(5X#684-3460 FAX!i 684-0954 07125 94 94-1590 ;late Molded: 19 Job No. — Permit No: - - ---- WESTWOOD CORPORATION Client -- -- --- - HOMEL.IFE FURNITURE STORE Project. -- - -- -- -- - TIGARD OR ^ddress: --- --- - - -- WESTWOOD CORPORATION LEE REDFERN Contractor: —Sub Contractor: ---- - - — ---- ROSS ISLAND SAND AND GRAVEL __Ticket No. Cor.rete Supplier: --- Truck No. _-- -M . L ARSON Cu.Yds. _----Loa-"Jo. _--Cast By -------- SUNNY 84 55 �Nenthor: - Temp.High: -Temp.Low: ------ SLAB ON GRADE 2 TO 8 , C TO D & A TO B i-ocation of Placement: --- ----' — 7:50 79 --Test Time: -Concrete Temp: ---- - ---- !_-' G Strength Requirement: ____ PSI a - days Slump - -Cement Type —.---- 3010B 3/4" Mix NoJNo.Sacks ---- Air Content --- Max.Aggregate -- Admix.Amount: —___ -Brand: - -----------Admix.Amount: ___-_Brand. .— Set Test Register Date Date Total Area Unit Report Tested No. Days _ Numbe._ Recd —Test Load PSI No. By I I 7 6198 07/26 08/01 82,680 28.32 2920 3 JB -i----28 6198 0>/26t 08/2" —. - ---- — 28 6198 07/26 08/2 HOLD 6198 07/26 cc:CITY OF TIGARD Remarks: - Irfnrtnntlnn enMeined herein Is not:o be reproduced,except in full,without prior authorization from this office. Constructicn Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting 6 X 12 CONCRETE REPORT OF_—�- TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C31/C39/C1064/C143 Tigard, Oregon 97281 lest Methods: Phone(503)684-3460 FAX#684-0954 07/25 94 94-1590 Date Molded: - -.__ 19 Job No. — - Permit No: -- --- WESTWOOD CORPORATION Client -- HOMELIFE FURNITURE STORE Project: -- TIGARD OR Address: WESTWOOD CORPORATION LEE REDFERN Contractor: Sub Contractor: ---- ROSS ISLAND SAND AND GRAVEL 82 T-4 62302 Concrete Supplier: _________---Truck No. _- _-Ticket No. _ C . STASCH 9 OF 178 20 Cast By: _ Cu.Yds. - Load No. --- SUNNY 84 55 Weather: —_— — .Temp.High: Temp.Low: - - -. SLAB ON GRADE 2 TO 8 , C TO D & A TO B , 2 TO 8 Location of Placement: ---- - -.__- 10:39 8/1 .lest Time: Concrete Temp: Strength Requirement. -- -PSI ® -- —days Slump Cement Type ---- 341OR Mix No./No.Sacks - -- ---Air Content ---Max.Aggregate -- ------- — Admix.Am„unt: ------Admix.Amount: — Set Test® Rngister Date Date Total Area Unit Rapport Tested No. Days Number Pec'd Test Load PSI No. By I [ I 7 6199 07/26 08/01 82,760 28.32 2920 4 JB —28 - - 6199- 07/26 08/2 28 6199 07/26 08/2 I;t71_D 6199 07/26 Remarks: -_cc_C11Y OF TIGARD i••r,.mneme,r,vdalnen horain la not to he renroduced.eycent in full.without prior authorizatlon from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting 6 X 12 CONCRETE REPORT OF _ TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C31/C39/C1064/C143 Tigard,Oregon 97281 Test Methods: — -----__ ______-_ _ _ Phone(503)684.3460 FAX#684-0954 07/25 94 94-1590 Date Molded: -- 19 Job No. -- Permit No: --- - --- -- - WESTWOOD CORPORATION Client: — HOMELiFE FURNITURE STORE Project: - -- --- TIGARD OR Address: __ -- — —- -- WESTWOOD CORPORATION LEE REDFERN Contractor: Sub Contractor: - - - ROS`; ISLAND SAND AND GRAVEL 70 T-4 62251 Concrete Supplier: _ Truck No. - Ticket No. M . LARSON 9 1 Cast By: Cu.Yds. _- Load No. ---_ -- ---- -" SUNNY 04 55 Weather: -- Temp.High: - -- Temp Low: -- SLAB ON GRADE 2 TO 8, C TO D & A TO B , 2 TO 8 Location of Placement: ---- - — ----- ---------- 6. 15 F3 4 Test Time: ___ Concrete Temp: Strength Requirement: -- --.. PSI a days Slump - -- -- Cement Type --- -- 30108 _ _ - 3/4 Mix No./No.Sacks — ---- Air Content - --- --- Max.Aggregate -- - -- - Admix.Amount: ---------Brand: - Admix.Amount: --_-_—Brand: Set Test® Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By I 7 Y 6208 07/26 08/01 83,056 28.32 3040 2 JB 28 6208 07/26 08/2 28 6208 07/26 08/2 '-TOLD 6208 07/26 cc:CITY OF TIGARD Remarks: — — 1nfnrmnfinn#4 vn1 lrwwl harpin knot to be reproduced,excent in full,without prior authorization from this office. INSPECTION NOTICE City of Tigard Building Department 1.3125 SII Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: `��C�1,I:t� 6 Y\ ' S� I- 6-4— Footing 4 -Footing Plbg. Underslab Nech. Rough-in Apyr/sdwlk Found. Plhg. Top Out Cas Line FINAL: Post/Beam Struct. San. Sewer nraming -Bldg. Post/Beam Hoch. Rain Disin Insulation -Plumb. Plbg. Underfloor Walter llLine Gyp. Bd. -Hoch. Date Requested: \/ d � ('' Timet AN PN y � .t� I f Addrena: 1 (I- _ t;'l _ Pirmit #I Builder: .` 1.L1�(�C� `,.� Y (� w THR FOLLOWING CORRECTIONS ARE REQUIRED: �7 c, Inspector:_ APPROVED DISAPPROVND APPROVED SUMIRCf TO ABOVE --call For Reinsp. MSPE(I_ION NOTICE City of Tigard Building Department 13125 SB Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rete'-IO-Phones 639--4175 BusineaR Phone; G3. 4177 Inspections_ ��I C'L YJ J''" CN Y C-Ckl_ - A "HCl1 I k__ Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlss Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Hoch. Date Raquested: t� ) -) - (-I Time: AM PM Address: \ \-I l! L�� j VIl��1�_ PermLl it i:_' C - 1� Builder: l '` l_ )•r THE FOLLOWING CORRECTIONS ARE REQUIRED- 0-0 -,,c 1-k - -- Inspector: �— Date: DISAPPROVED APPROVED SUBJECT TO ABOVE -- Call For Reinep. INSPECT_ ION NOTICE City of Tigard Building Department 13125 SW Ball Blve. Tigard, Oregon 972 0---,/ Inspection Line (Rec-O-Phone): 639-411/75 Business Phone: 639-4171 Inspection• -J J A c- L ,© ` - Y'--- _ Footing Mg. Onderslab Noah. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL- Post/Beam Struct. Ban. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Liq - 99 n�e `I Gyp. Bd. -Mech. -1 Date Requested: / I ` 9 -1 Time: _ AM (p,N Address: � '-1 1 w�_ Permit�: /~ _ oQ -1 Builder: C. 1 C n�QnC Y- U THE FOLLOWIN, , ORRECTIONS A" REQUIRED: Inspector: !� _—_ Date:_ —PROVED DISAPPROVED APPROVED SUBJECT TOA E ___Call For Reinep. INSPECTION NOTICE City of Tigard Building Department 13325 SW Hall Blvd- Tigard, Oregon 97223 Inspection LineRec-o-Phone): 639-4175 Buusiiness,Phonet 639-41//11,6071 Inspection:-.____`_. !/ ( � �L_-�i ( (/ I-0 1 .17 / N L )03�e L Footing .�bq. Underslab Mech. Rough-in Appr/sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struet. San. Sewer Framing -.Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. P)bg. Underfloor Water Line G� Gyp. Bd. -Nech. Date Requested':? / K 1 I .�1/ � Tiimot f[/ AM PN Address: I / 1//J PC/C l 1�1 /QZ /Permitl Builder: L�,��'5�L00t1rf (y ✓i-- 42 THE FOLLOWING CORRECTIONS ARE REQUIRED: rl O l 1 if Inspector: APPROM -i DISAPPROVED APPROVED SUBJECT TO Anow Call For Reinap. CITY OAF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223*8199 (503)639-4171 PILUMBING PERNIT 1-DE.RMI'T # P1_M')4 0097 �9 4171 DATE= ISSUED: 07/14/94 '_11TE ('iDDRESS. . . 11.745 5W POCIFIC 1AWY E-;LJBD I V P-3)I ON. . . . ZONING: C—P BLOCK. . . . . . . . . . . LO T. . . . . . . . . . . . . LLASS OF WORK. . NEW GARBAGE DISPOSALS. . MOBILE 1101YIE SPACES. 'rYP11 OF USE. . . . :C[im WASHING MACH. . . . . . . : BACKFLOW PRLVNTRS. . I OCCUPANCY GRP. . .BE.' FLOOR DRAINS. . . - - .. - TRAPS„ . . . . . . . . . . . . . STORIES. . . . . . . . : I WATER HEATERS. . . . . . .. I CATCH B1ISINS. . . . . . . FIXTURES—------- LAUNDRY TP?IYS. ., . . . . '. SF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . : 1 URINALS. . . . . . „ . . . . . : 1 GREASE' TRAPS. . . . . . . LAVOTOR11E.5. . . . . :4 OTHER FIXTURE--) : 7 TUB/SHOWERS. . . . : SEWER LINE : 150 WATER CLOSETS. . .-5 WATER LINE (ft ) . . . .. : DISHWASHERS. . . . RAIN DRAIN (ft ) . . . . : 100 Remar,ks . PUII...D A 32,, 380 SQUARE 1.1007 r:.,urRNIJURE RETAIL BUILDING - otl-iet, fixti-ii,es— r-oof drains, se:--vice sink, drinking foi.tntain, hose bibbs Owner: FEES WESTWOOD C,0RPCJRATION type amount Lf,, date t-e c:p t; 3r71,.-'t7l '7W MOODY OVENUL FIRM]" $ 55. 00 SW 0*7/ 14, 94 PILCK $ 63. 75 SW 07/14/94 P(Al:1TLAND OR 97c"Q71.1 5PCT $ 1 75 SW 01/14/94 1--.11-ione #: 221L'2-2000 11"ont r-act ov-.- BE()VE_RTON PLUMB INFi. INC,,. 13980 SW TUALATIN VALLEY HWY BEAVERTON OP 07005 Phone #: 643-7619 $ 331. 50 TOTAL Reg #, . : 12889 REUUIRET) INSPECTIONS Th'A pereit is isiued subject to the regulations contained in the Po1_tgh.--in Insp Tigard Municipal Code, State of Ore. Specialty Codes and ail other lop--ol-it Insp applicable laws. All work will be done in accordance with Rain Drain Insp approved pla;is. This pet-sit will expire if work is not started Mi sr2. Inspect ion within 180 days of issuance, or if work is susnended for sore Q t-i n k i n g F o 1.t n t a i than 180 days. RP/Backf 1.ow 17'r-ev F i rt a I I n s p e c!t i o ii I mi.t4,ee S i gnat.Im,e ci B ..................... C,a I I for inspection 639--4175 City Of Tigard PLUMBING PERMIT Planck/Rec. # — 13125 sw Mall Blvd. APPLICATION Permit Tigard, OR 97223 (503) 639-4171 imption 1yf,7! ORS 814-21-610a_- OTY PRIC AMT Jobw U/ P3(' l,J FIXTURES Address ,+n cf—� -' 7-50 vato(y ?qQ- u or-1 ub/'-q,,ower Comb. Shower s„. `— afar osetN-Ij- 7.50o r Owner i wa as ng Mactwne 7.50 F «gain— r > Water Heater 7.50 Occupant -- - aur ry ROOM ray - rna ��-- — -- + Other Fixtures pea — --- 1 r -G C"," n r S;LZ Contractor _ MISCELLANEOUS 140 r rsra- _--�'_— wer 1stlst 1bb�`� 30.00a `-�°— - Sewer-ea.Addit- - s Water Servire I st -T hee eby a55—�lk-cige thathave read this app icauon,tFiaT iii e— Water Service ea.Addit. 200' 15.00 information given is correct,that 1 am the owner or authorized agent of the owner,that plans submitted are in compliance with Stato laws,that I Storrs b Rain Drain Ist 100' 30.00 0 am registered with the Construction Contractor's Boa d,that the number Storm 3 Rain Drain Addit. 100' 15.00 given is correct (If exempt from Stade registration,please give eason 20,00 1 below) Mobile: Home Space 25.00 — — — --- Mac FMw Prevenwn -- Device or Anti-Pollution Device 7.50 �_IX-) y Trap or Waste Not -- Connected to a Fixture 7.50 iS�srn�wo7r c- new _ '!i j a teranon U repair�T Caich " 7.50 — to be done residential U nun-m-idential Q 40.00 Insp.of Ebst Plumbing per hr 40.00 Specialty Requested Inspections per hr Existing use of in_TTr_;u_n,single family tw Kng or property _ dwelling 15.00 ResidentialFac-Rflowprevention - devices 15.00 Proposed use cl building or property Lf� /GLct l��( �•5 U -�:�_S (Lxcepr ms1crent75TUa—ck775w Prevention devices) C NOTICE 'Minimum Fee$25.00 SUBTOTAL 5J G �• - PERMITS BECOME V00 IF WORK OR CONSTRUCTION 5%SURCHARGE 1-2 AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF — CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED j -7 FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK!S PLAN REVIEW 25%OF SUBTOTAL (U COMMENCED. TOTAL. Date issued by JUL--14-194 SAT 09:39 ID:EIEAV PI_8503643762000 #540 P01 P�STATE OF OREGON r-*LUMFIING) "fiCT I ON LIC.IREG.AS NO Y l-4 P D PLUMBING C014TRACTUR DBA BEAVERTON PLUMI�I NG INC 13980 SW TV HWY BEAVERTON OR 97005 ISSUED 06/24/911 EXPIRES 06/77.0/9? Permit Number.: P0M 940097 Job: Home Life Fax Number 684-7297 C I I y (If 'I 1(.4-11411 fill. I If i 11 OF PW(ml 1\1 1 10 � J 1 N( (. 111-1,K f-oll.,11101 -, 1 ''0 ItA) ivIII.I.A.11-4 I.IVINH FRIJIH 11111-J-1 [411,1111.1ml 4 o. 00 H?v Sq, i.,f I Y ryif 141 m:i I t 2 o A j V.1 0 1 V 1. :11111 PI IPPIi IY. : OV' PAYMFNT PI'l(II 1111 PIII :1 W. 1-:44vM11+11 Oml II-ill V V4 f D ISI 11141M,11) VIF RM 00 PljiN CHIJA 63, 75 101pil-.1 11-41, 11 i"1:.7 t;I'j ( I I f it. 0111 It JN I PA 11) INSPECTION NOTICE city of Tigard Building Departaent 1.3125 BW Ball Blvd_ Tigard, Oregon 9 7 Inspection Line (Rec-O-Phone): 639-4175 Businea P e. Inspection _— -- ---------- -- Fo,3ti.ng Plbg. Underalab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. v-Nech. Data Requestedt_ t' �t TimetAM PM Address: I l i"�C] 0./C 1 1 TTU Fie/m��t" h 0 7AE FOLLOWING CORRECTIONS ARE REQUIREDt 00, Inspector:._ ------ ---- ---- - - Date: / AP,"OVED DISAPPROVED APPROVED SUBJRCT TO ABOVE Call Por Reinnp. Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting 6 X 12 CONCRETE REPORT OF [TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C31/C39/C1064/C143 Tigard, Oregon 97281 Test Methods: -_- __ Phone(503)684-3460 FAX#684-0954 07/13 94 94-1590 Date Molded: __s_—_-- _—__ , 19- -. - Job No. - --- Permit No: - -- - WESTWOOD CORPORATION Client: ---- -- -------- - - HOMELIFE FURNITURE STORE -- - -Project: - -- ----- ---- -- TIGARD OR Address: — --- - - - WESTWOOD CORPORATION LEE REDFERN Contractor: - --Sub Contractor -- ----- - - ROSS ISLAND SAND AND GRAVEL 83 V-5 51695 Concrete Supplier: _ Truck No. Ticket No. 1 Cast By: C . STASCH_ — —_Cu.Yds. 9_ - _ Load N,). SUNNY 85 57 Weather: _ __ Temp.High: Temp.Low: _ ALL FOOTINGS Location of Placement: ---- 10=45 83 Test Time: - -- -_Concrete Temp: 1000 28 1 1/2 I-II Strength Requirement: days Slump Cement Type - - 30108 3/4 Mix No./No.Sacks --- -Air Content --.-- ------ Max.Aggregate --- - - -- Admix.Amount: __ Brand: __. __ Admix.Amount: ___Brand: --- Set Test® Register Date Date Total Area Unit Report i Tested No. Days Number Rec'ri Test Load PSI No. By - 7 6000 07/14 07/2 68 , 719 28. 37 2420 1 JB - 28 6000 07/14 TA 1 99,173 28.32 3500 8 JB - 28 6000 07/14 08/1 101, 140 28.32 3570 8 JB cc:CITY OF TIGARD Infrnnngdon contained herein Is not to be reproduced,except in full,without prior authorization from this office. _--- MECHANICAL Y CITY QF TIGARD F-ERM I T #. .. . . .. ...PERM iT . : ME.C94--0 130 COMMUNITYDEVELOPMENTDEPARTMENT DATE ISSUED: 07/13/94 13125 SW Hall Blvd,Tigard,Oregon 97223.8199 (503)539.4171 PARCEL: 1S136CD-01000 SITE ADDRESS— ;; 1 1745 SW PACIFIC HWY SUBDIVISION. . . . : ZONING: C--P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . : CLASS OF WORK. . :NEW FLOOR FURN. . . . ; E9AP COOLERS: TYPE OF USE.. . . . :COM UN IT HEATERS. . : VENT FANG. . . s2 OCCUPANCY GRP. . :B2 VENTS W/O APDL: VEN'r SYSTEMS: STORIES. . . . . . . . : 1 BOILERS/COMPRESSORS HOODS. . . . . . . : FUEL.. TYPES-------------- 0- HP. . . . : DOt1ES. I NC I N: : /GAS/ / / 3-15 HP. . . . :8 COMML. INCIN s MAX INPUT: BTU 15-30 HF-'. . . . : REPAIR UNITS:6 F I RE DAMPERS?. . : 30--50 HP. . . . WOODSTOVES. . : (WiS PRESSURE. . . : 50+ HP. . . . CLO URYE:RS. . : NO. OF UNITS----------- AIR HANDLING UN I TS OTHER UNITS. : I-URN ( 100K BTU: (-- 10000 cfm: GAS OUTLETS. :© F=URN ) =100K BTLI: > 10000 cfm : Remari(5 - BUILD A 32, 380 SQUARE FOOT F=URNITURE RETAIL BUI1._DING is Owner: __.__.-__.____.__..__.___.------__.____.____.-------__ _-----.__-- _____-- FEES WESTWOLII [CORPORATION type amar_rnt by date r-,ec,p 3030 SW MOODY AVENUE: PRMT $ 168•. 00 JG 07/13/94 PL.CK $ 4::'. 00 JG 07/13/94 - PORTLAND OR 97201 5PCT $ 8. 40 JG 07/13/94 Phone #: 2,22-•-2000 Contractor: --_-_.__._____..---__.._-----_-__...___.__.__._._..__... AMERICAN HE=ATING, INC. 1339 SE GIDEON PORTLAND OR 97202 Phone #: 239-4600 $ 21.0. 40 TOTAL. Req #. . . 331:5 __._____..... REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Gas Line Insp Tigard Municipal Code, State of Cre. -pecialty Codes and all other Mechanical Insp applicable laws. Rll work will be done in accordance with Heating Urrt Insp aoproveJ plans. This pernit will expire if work is not started Cooling Unt Insp within 180 days of issuance, or if work is suspended for more Dl.rct Inspect ion than 180days. Misc. Inspectior. F irjal InsF'er_t i.on P e r m i t t e e Si gnat _te(J B) : Call for inspection - x,39-4175 City of Tigard MECHANICAL PERMIT Planck/Rec. # 13125 �W Han Blvd. APPLICATION �, N Permit # rnPe 'lq'-D�s0 Tigard, OR 97223 (503) 639-4171 n escxhpUa� Table 3A"anical Code QTY PRICE AMT Job I I r)i C�d 1) Permit:eo -0- -0• :0.00 Address 2) Supplemental Permit 3.00 w a nrm -Umace t0 IT,63 1) incl.dues Q%ents 6.00 «. -umace 100,00o + Owner 2) incl.duds 8 vents 7.50 ». o oor un��anrrr 3) incl. vent 6.00 .... � Suspended healer.wall heater 4) or floor mounted heatoo 6.00 «. t� Vent not h in Occupant 5) appliance permit 3.00 ». zo Repair of heating, 6) cooling,absorption unit t r t . 6.00 .m. Diller or camp,heat pump,air cond. 7) to:'HP absorp unit to 100K BTU 6.00 ».o . Boiler or can T, aep at pump,air Gond. 5F .5 8) 3-15 HP absorp unit to 500K BTU �'_ 11.00 ContractorLrob� Boiler or comp,beat pump,air co t.\�3 e �, r ~r r 9) 15 30 HP absorp unit.5-1 mil 131 15.00 ! . »"� mor comp,heat pump,air cond. "?1.ff /"7'; 10) 30-50 HP absorp unit 1-1.75 mil BTU 22.50 ro by ac ow ge at aYe fda hs x oplication,that the i er or ohnp, haat pump,air cp information given is correct,that I am the owner or authorized agent 11) >FA HP absorp unit 1.75 mil BTU 31.50 of the owner,that plans subm;Red i.re in rompliance with State Auchan�uhgunit to laws,that I am registered with the Construction Contractor's Board, 12) 10,1100 CFM 4.50 I that the number given is correct. (If exempt from State registration, -- it hanclirxj unit – please give reason below.) 13) 10,000 CTM i 7.50 '—' Non portable 14) evapora.o cooler 4.50 enh fan connect- 15) to a single duct 1 3.00 —" – Ventilation system not 16) included in appliance permit 4.50 .... .. – o S_e 17) medhanical exhaust 4.50 srnbra work newa ithon a teratpn repar�j Commeraal or stria to be clone resid6 t0 noe-residential 18) type incinerator 30.00 Existing use o nr i.e.,ww�tovs e,water — -– building or property 19) heater,solar,dothes.'.vers,etc. 4.50 Proposed Ilse of 20) Gas pipi.g one to four outlets 2.00 building or pnprarty I f .� 21) More than 1-per outlet Type of fuel-of Q natural gas ab LPG Q 0.ctric Q — NOTICE fAinimum Fee$25.00 SUBTOTAL �c=1 PFRMITS 13ECOME VOID IF WORK OR CONSTRUCTION - AU111UR17ED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCHARGE ��yO IF CONSTRUCTION OR WORK IS SUSPENF ED OR -- A111\NDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL .. AFII n WORK IS COMMFNCFD –__ —' - TOTAL. Special Condition-, Date issued by iwC�?Inaf I., I y OF I J.I il-I I I Pf I I WI I)l I I1ve lyl k.N I 10.i'l 11,1 IA(J. f1mill,11\11 , 1JI., 40 0111."PlI -IN 11l.1i1' JNC 01111lit'ji lei, I/10 J.3319 FA- (.;J 1)1-.LIN 1-i T l.It I e lyll N 1 !1(-111. PORT1.0141), OR ':,)i i'I/1::, I lit [Itl'Ylql Ni it 114 1 PJ,4) I 'tl (41, PF I'll 1 ':a4 101 1A IA. f,'I 41 1 Will 1� I 'll-, 1 4", SW PAC1F-r-*(C; I 4W Y ;o 0M I I FF 1 11 11MU11111 1"11111) A 8,, •41,1 July 11, 1994 CITY OF TIGARD OREGON Jon R. Jurgens, Architect 15455 NW Greenbrier Pkwv Beaverton, OR NEW TRAFFIC IMPACT FEE FOR HOMELIFE - 1745 SW PACIFIC HWY. Effective July 1. 1994, the Traffic Impact Fee rates have been raised by 2.0 percent. The rates were increased by the Washington County Board of Commissioners to reflect the increase in the cost of construction. The Countywide Traffic Impact Fee Ordirance requires that all TIF assessments which were deferred to occupancy a;-iu not paid prior to July 1, 1994, rust be recalculated at the new rate. Our records show that your TIF assessment for this project was deferred until occupancy and is therefore subject to the increase. This re-calculation is not appealable. The traffic impact fee for this project is now $5,493.00. 1 am enclosing a copy of the worksheet which shows the new calculation. Please call me if you have any questions. I G Jerree Gaynor Permit Specialist c: TIF file Building file Ted Millar Living Trust 13125 SW Hall Blvd„ Tigard, OR 97223 (503) 639 4171 TDD (503) 684-2772 -- —. DATE: PLANS CHECK NO.: PROJECT TITLE: COUNTYWIDE TRAI FIC IMPACT FEE APPUCAN WORKSHEET 1 (FOR NIDN-SINGLE FAMILY USES) 'MAILING ADDRESS: 61 � CITY/ZIP/PHONE: RATE PERS �J I-ANQ USE CATEGORY TRIP TAX MAP NO.: RESIDENTIAL $155.00 / e, /2 Coe) BUSINESS AND COMMERCIAL $39.00 SITUS NO.ADDRESS OFFICE 143.00 7 c•� INDUSTRIAL $150.00 INSTITUTIONAL $64.00 PAYMENT METHOD: CREDIT INSTITUTIONAL ONLY: BANCROFT PROMISSORY N(LTU LAND USE CATEGORY ESCRIPTION OFUSE EEKOAY AVG. TRIP RA WEEKEND AVE TRIP RATE DEFER TO OCCUPANCY li `-- BASIS: CALCULATIONS: _ .5, y��3 , Z 7 PPOJECT TRIP GENERATION: FEE 5 ADDITIONAL NOTES: FOR ACCOUNTING PURPOSES ONLY: ROAD AMT.i `-) TRANSIT AMT.: - iYtt 55 j 1-!in PREPARED BY; i CCWASHINGTON COUNTY I TIF NOTEBOOK / V form tif10 A COUNTY w cDepartmqxtfLand Use&Transportation ELECTRICAL PERMIT ElectrirthInspection Section APPLICATION 155 North First Avenue,#350-12 Hillsboro,Oregg-in 97124 Information: 03)640.?470 Fax: (503) 69374412 PLEASE PRINT Pennit _ �� Please • sections, • • Nurnl,er E e-C'. 95 - 0 N Date _- 1. Location of installattop 4. Complete Fee Schedule below Address _1-l�y�_�• �• AC t E-- t C- Awl. Number of inspections per permit allowed Building Service included: Items Cost(ea.) Sum City I Suite No. Tenant Name <-- _ A. Residential-per unit (if commercial) - ---- 1000 sq,ft.of less S110.00 4 Map No. _ __ Tax Lot Each additional 500 sq.ft or portion thereof $25.00 - Limited Energy -_ - $25.00 1 Thomas Map Book: Pact Section: _ Each Manuf'd Home or Modular Directions _ _ Dwelling Service or Feeder -- - $66.00 r`� B. Services or Feeders Curnrnercial LV l Residential❑ Installation,alterations or relocation 200 amps or less _ $60.00 2 2a. Contractor installation only 201 amps to 400 amps __— $80.00 2 Electrira1 ontractor 1-�Wil_-I TL N la—L �ZIC_ 401 amps to 600 amps $120.00 2 601 amps to 1000 amps _ $180.00 2 Address _ .d. O �C�p�JOver 1000 amps or volts _. $340.00 ____--- 2 City W lt..Sc�n1Y LLLl-f_.. State.QR_ ZIP-!�'j"]0,-j U Reconnect only $50.00 - - Dates_ Job Number -OO y f„_S C Property Owner ._gEl�iJS—_J�0177�11�i: C. Temporary Services or Feeders Contractor's License No. _3-74a_C. Installation,ateratizn or relocation Contractor's Board Reg. No. 200 er"Ns_.(0.5 _ - less $5000 - - 201 amps to 4jC amps $-11-00 Si nature of Su r. Elec'n 401 amps to r Or amps $100.00 9 Over 600 atr.p to 1000 volts see"B"above License No,*3�t{o_83�. 5 Pone No. -2 � D. Branch .^Ircuits 2b. For owner installatio New,alteration :r extension per panel a) The fee for br.-1ch circuits with Print Owner's Pame - Phone No. purchase ofservics or feeder fee. Each branch circuit $5.00 mss b) The fee for branch circuits without _ purchase of service or fee er tee. it Mate Zin First branch circuit _ $35.0035 2 Each add'nl branch circuit_1—_ $5.00 __ 2 The installation is being made on property I own E. Miscellaneous(Service or Feeder not included) which is 1701 intended for sale, lease or rent. Each pump or irrigation circle ____ $40.00 _ 2 outlineEach sign or lighting Owner's Signature Signal circuit(s)or aim $40.00 2 limited _ energy panel,ateration 3. Plan Review section (if required) or extension - - $4000 2 Please check appropriate Item and enter fee in section 5B. F. Each additional Inspection over the allowable 4 or more residential units in one structure in any of the above - Per inspection $35.00 Service and feeder, 800 amps of more Per r,or,r $55.00 _ System over 600 volts nominal I in Plant $55.00 Classified area or structure containing special occupancy as described in N.E.C. Chapter 5 5. Fees Submit 2 sets of plans with application where ary of the A. Enter total of above fees $ above apply. Not required for temporary construction 5% Surcharge (.05 X total fees) $ 00 servicna. Subtotal $ rhis permit becomes null and void if the work authorized by the permit Is B. Enter 25% of line A for not commenced within 180 days from date of issuance of such permit or Plan Review if required (Section 3) $ - if the work authorized is suspended or abandoned at any time after work Subtotal $ Ll z Is commenced for a period of 180 days. Electrical Permits are nnn- refundable and non-transferable. [] Trust Account For Inspections call Balance Due $ 681-3699 or 681-3698 24-hour recorder, one working day In advance of need RI 211 3i95 "Y w• lr / s C I`f Y CIF T I GARD - RFIvE:I RT OF PAYMENT RFC F l r,T NO. i 95—P67'74R CHECK AMOUNT ; 42. 00 NAME ; TUAL.AT I N ELL-ECT R I C:: cAmi AMOUNT s 0. 00 i=if)i')FtF.4,5 s F•' , PAYMENT DATE 07/07/95 0 BOX (+:iF WIC..SnNVII_I._F, OR '31..IF�DIVI�',IFIN s 91070— PURPOSE. OF E'AYMF.NT AMC ON- RA I U PURL' SF OF E'A4'MFNT MOUNT PAID .._ . ........... 6L .PFRMIT �►0. m0 ST. HUILJI PER { • tr 11745 ,$W PAC I P'"I C; FiWY / SEARS HQMF'L.I F E T[)-[()I. PMCIUN•T PAID — - > 4•c• V10 i TUA'ATIN Vr1UP FIRE MAKWA.L Ofl%'s: APF -'U . . . . . . . . . . . . . . . . . . . I_.I CONDITION,ALLY APPROVE . . . . . . . APPROVAL nNa 19 N--)t AN ANPF-1OVAI-OF ^SI(11-03. N INFORMATIOfV DESIGN NAME DATE LOC ATl ON . =}�_ r.l--�vc Fac. _ � _/IT7�.� r ! LEE 2 BUILDING —1 •Rvi — SYSTEM NO. _ CONTRACTOR -_� �t07 —� CONTRACTNO. CALCULATED BY _LCI�'"'�L'�- ._—.__ ----- -- DRAWING NO. CONSTRUCTION:p� COMBUSTIBLE ❑ NON-COMBUSTIBLE CEILING HEIGHT _�� FT OCCUPANCY ■ NFPA 13: ❑ LT. HAZ. ORD, HAZ. GP. ❑ 1 ❑ 2 ❑ 3 ❑ EX. HAZ. Cl NFPA 231 rO NFPA 231C: FIGURE CURVE v ® OTHER (Specify) — N ❑ SPECIFIC RULING -- _— MADE BY _— DATE _— w 0 -- --- i AREA OF SPRINKLER OPERATION SYSTEM TYPE DENSITY PL _ ® WET ❑ DRY— ❑ DELUGE O PRE-ACTION ,} AREA PER SPRINKLER v .. SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE _ _.._.__ MAKE Rev MODEL HOSE ALLOWANCE GPM: OUTSIDE SIZE I'2 } '� 3;;: K-FACTOR RACK SPRINKLER ALLOWANCE _ TEMPERATURE RATING �IoS L�2 1 Z$Co CALCULATION GPM REQUIRED _En3 t 5d _ v._ PSI REQUIRED — �'S _— AT BASE OF RISER SUMMARY "C FACTOR USED: OVERHEAD — I -2 — UNDERGROUND —F WATER FLOW TEST PUMP DATA TANK OR RESERVOIR DATE & TIME �-- P Zi 191 RATED CAPACITY CAPAC TY— -- — j IL STATIC PSI $, _ _ AT PSI — ELEVATIONCL RESIDUAL PSI ELEVATION ¢ GPM FLOWING I(D 51 — WELL w ELEVATION PROOF FLOW GPM 3 LOCATION --- ,47`-i—114 PFCP47---- Of6176, -` - SOURCE OF INFORMATION COMMODITY _ — CLASS LOCATION w STORAGE HEIGHT _----___ _ AREA -- — — AISLE WIDTH 0 -- Q STORAGE METHOD:SOLID PILED PALLETIZED % RACKcc ❑ SINGLE ROW ❑ CONVENTIONAL PALLET ❑ AUTOMATIC STORAGE O ENCAPSULATED Ln r ❑ DOUBLE ROW ❑ SLAVE PALLET ❑ SOLID SHELVING O NON- E O MULTIPLE ROW O OPEN ENCAPSULATED a I FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING Cr LONGITUDINAL _ TRANSVERSE _ — -- FT_— IN. u HORIZONTAL BARRIERS PROVIDED C --_ ' W i$04fYD9 ISM I CONTRACT NO..----••••.._.........._.._..... Syaie4- : c Sh*ot..._.............. .. .. ...�+.. ...1..:��:;.._.I:.; .�..y_i__....::..I---�---•----i...:._: ._..;;_:_.�:.�:_.t..:_::^:-yam Ir ° cl i�__.� _::: _ . �..... .. '' - - -- - --- .......... ` - 00 ..�... .. .. __- , - _. .. ..1. i..- --1- LLI wlY �!_....�; ...._........ 1--i_ t. J ._i__.J.._........... ... _.�. .I. .�. ............... . .........i .. ...... ............ _ ..... .......... A .. ..... 0 777 LU T _ 11 ........ ...Y._ ....� _ - ._..�-._.. _... ....__........___...__. -` .__..�__J �5 a°- ?� ISd 3dfISS3Hd LOCATION FLOW PIPE FITTS LENS LOSS TOT NOTES SIZE /FT PRESS ------------------------------------------------------------------- 4. 4 16 . 46 K= 5 . 62 ARM-OVER E,T 7 .0 FT= 22 . 80 1 .049 11 .4 0 . 1658 1 .89 C= 120 3iS-321 ---------- - -•--- -------- ------------ -------------------------- 18. 35 K= 5 . 32 BRANCHLINE LOCATION FLOW PIPE FITTS LENS I-OSS TOT NOTES SIZE /FT PRESS ----------------------•--------------------------------------------- 4 . 1 16 .46 K= 5 . 62 ARM-OVER E,T 7 .0 FT= 22 .80 1 .049 11 . 1 0 . 1658 1 .84 120 - ---------- ------------------------------------------------ ------- 18. 30 K= 5 . 33 BRANCI(LINE LOCATION Ft_OW PIPE FITTS LENS LOSS TOT NOTES SIZE /FT PRESS ------------------------------------------------------------------- 4. 6 16.46 K= 5 . 62 ARM-OVER E,T 7 .0 FT= 322,32 22_80 1 .049 11 . 6 0. 1658 1 .92 C= 120 --- 18.36 K= 5. 32 BRANCHLINE LOCATION FLOW PIPE FITTS LFNS LOSS Tor NOTES SIZE /FT PRESS 9 . 6 12 . 60 K= 5 . 52 ARM-OVER Tj 10 . 0 FT= z 5 19 . 95 1 . 049 19 . 6 0 . 1295 2 . 54 C= 120 --_- 15 . 14 K= 5 . 13 BRANCHLINE LOCATION FLOW PIPE FITTS LENS LOSS TOT NOTES SIZE /FT PRESS 6 . 1 7 .00 K= 5 . 62 .ARM-OVER T j 10 . 0 FT= 3ZCr, 14 . 87 1 . 049 1 6 . 1 0 . 0752 1 . 21 C= 120 --_L- •------------------------------------- -------------------- 8. 21 K= 5 . 19 BRANCHLINE LOCATION FLOW PIPE FITTS LENS LOSS TOT NOTES SIZE /FT PRESS 4 . 6 16 . 46 K= 5 . 62 ARM-OVER E j 7 .0 FT= .tel _ 3✓o 22 . 80 1 . 049 11 . 5 0 . 1658 1 . 92 C= 120 ---------------------------------------------------------------- 18. 38 K= 5 . 32 BRANCHLINE 6SUC111TTTAL -3r-RT.AL NO-.245,11-1 -O'l 1)5'•31.- t'') POGE L flowelife Furnitul u 05 1.;*, - 19r),l 07 Sale s 14 r P,a g p fn (J v F�r 15 t)0 S T A T j C. --37 .W.", REC511: 1JAL Al P R U R L.- ,410 i.(-)13 L C (.1 1 1 5 G P11 .5 04 1-1 1 OF �..P P 1.N K 1.C P 0(,IIT L)W':3 ACT(JAL M IN TMUM CPIR F L.0 w FLOW K.-FAC:rOP. PRESSURE lot 27 .68 2'4 . 713 8.20 11 .39 102 27. 54 24 . 75 0.20 11 .20 103 27.82 24 . 75 8. 20 11 .51. 104 26.02 24. 75 8.20 10.07 105 25.89 24. 75 8.20 9.97 106 26. 15 24.75 8.20 10. 17 107 25. 55 24.75 8.20 9. 71 108 25.43 24. 75 8.20 9.61 109 25.68 24.75 3.20 9.81. 119 30.27 24. 75 8.20 13.63 120 28.42 24.75 8.20 12.01 121 29.96 24 . 75 8. 20 13.35 110 28.91 28.53 8.20 12.43 lit 29. 40 28.53 8.20 12.85 113 28.61 28.53 8.20 12. 18 114 21). J.0 28. 53 8.20 12.b0 116 28.53 28. 53 8.20 12. 1.1 1.17 28.83 28.53 8.20 12.36 122 29.23 2,13. 53 8.20 12. 71 123 28.95 213.53 x3. 20 1.2.4 7 1214 '_f3.1:30 28. 53 8.20 12 -1-13 1.25 28 . 7 1 2P,. 53 8.20 1 .-0 112 27.26 25. :)6 8.20 11 .05 115 26.4 1 25.')c, :3 .20 1.0. 1-1;11 .1:13 2(-,. 14 11-15 .174% 9.20 1 1>7 7 Q 1.1 T 1` ,I' IN I low " -sugivirrTAI.. '7D-.MAL 1\10:2454;1-09 05-31 1.994 PAGE 2 Hornet ile ; .jl*rll 07 : -:, At gpin nvkr F 11 0 M 10 (7 f(A F r 6 P11 11.1 P PC :r r r T 1:;1.31 i I'l R 7 3 .'l I..,() 0 F F J.o(, F.-1.: 0 .00 E3 hl r.';.L I" T i . .i8 j!.1: ().() ' I 10 1 i 3 f")Q 1. Od>7 1. 7 33s G 033-- PT 12 . 18 1 13 ) BM Fl F 26 34 11000 `29.'41 0617 L .80" 0 07 1.Z" F,T J 2.4,:1 ( 1.10 ) Q 86.05 Fz*r F 10.00 PE 0.00 BN 1:120 T 1.1 .38 PF 0.85 PT 13.29 ( 34 ) 122 123 1 .610 L 7.88 0.0320 P 12.47 (1.23) 28.95 F.:70 F 0.00 PE 0.00 BN 6120 T 7.88 PF 0.25 34 12211Q 2,) . 23 '2.067 L 6.00 0.0345 PT 12.72 (122) Q 58 . 19 F--T F 10.00 PE 0.00 BN 0120 'r 16.00 PF 0.55 14 34DQ 86.05 2.067 L 1 .00 0. 1.850 P*r 13.27 34) Q 144 .24 F=T F 10.00 PE 0.43 NRI C120 T 11 .00 PF 2.03 PT 15.73 14 .) 1;2y 120 1 .049 L 2-.33 0.2492 PT 12.01 (120) 1� '28.42 F=T F 5.00 PE 0.00 BN 0120 T 7. 33 PF 1 .83 PT 13.84 ( 3 2 L 7 . 17 0 , C,4,6 5 PT 10. 16 ( 1 18 ) Q 26 . tel F::.0 r 0. 00 PC 0.00 G1 '2') F 1.7 17,F 0. .Lh 5ow L . 17 0 .0')r;_, PT L 1,) 11 I t F : 05--31--1'-)q4 PAU 3 NJSMITTAL MIPIAL NO- '2454H--r)r4 I.:III I-,I i f LA Fr.rrl7i r.ur el 0.)--- L 13 1 07 1T : ,'_,s5 .0 gpm ova-r F f, rRC.?hl Tib I OW 1-)1.(1 lyl 05> .- r,I PL Pe.)T FT SUMMARY c) o,",4? P1 12 6 t 1 14 13N C1 i0 r 7.08 1'f 0 27 .51 1 1 .,11,9 t PT 1.2- F.1.8 1 Ll L 01*1 40 R 7 ""3 F -T F 10.Oc. PF. 0.00 61"1 C.I I t.L .8:3 ilF 0 . 8.7 PT 13. 75 35) 1.06 1011 1 380 L 6 .83 0 .0544 rT 81. 109.) '115.68 Fz;O F 0.00 PE 0.00 BN C120 T 61 .83 PF 0.ZJ7 103 1060(,,-J 26. 15 . X80 L. 6.83 0. 1.993 PT 10. 18 (1.06) Q 51 .84 1:7:10 F 0.00 PE 0.00 BN 0120 T 6.33 PF 1 .36 33 IOZDQ 27 .82 1 .610 L 4 .50 0.2083 PT 11 .54 (1.03) Q 79.65 FnT F 8.00 PE 0.00 BN 0120 T 12 .50 PF 2.60 PIT 14. 14 ( 33) 105 1 )e 1 .380 L 6.83 0.0534 PT 9.61 ( 108) Q 25. 43 F70 F 0.00 PE 0.00 BN 0120 T 6.83 PF 0.36 102 105DO 25.89 1 . 330 L 6.83 0. 1956 PT 9.97 (105) Q 51 .32 F=O F 0.00 PE 0.00 BN C120 T 6.83 PF 1 .34 ,S2 10209 27 .54 1. LO L. 4 . 50 0.2045 PT 11 . :51 ( 102) 0 7'-F. T F 8.00 PE 0.00 BN r L '. 50 PF 2. 56 D q 4," r,(,7 L. l. .t)0 L07o PT 1 .3.87 35 2) 0 NtI r 1. 11 .00 T 1. . .1.0 ter 15 . 4'3 1. rl 7 Cl F F)f7 r 11:1 I ?Or I FF 2-1 P T 14 .(-I,1 I SERTAI. NO:24541`1-09- 05-31-19q4 PAGE 4 Hama liPFS Furniture 05- 1 .-O* - 1994 07 . 1.2 : t-,13 sales Are-A Aq gpm uVer. 1500 wsq.. Ft . • ROM 1*9 r'L 0 w 01 P111 E Q I-1 I v r,- L 0 11:1)3 PV?ECISUR E F,ivi 1N PTPE I'S 1/i7 T :SUMMARY (j2 1 2 L n. 7 0.007.1, PT 1.•3.::5 .1 '211. 9 11 .1.3 F.' nO/"r F B.00 PE 0.00 01'. (''1 '_0 F 246 ,67 r F 1 . 75 52 62 L .380 L 1 .00 0.0123 PT 15. 10 6?) F::T F It", .00 PC 0.00 RN c:1,2 o 'r 7.00 PF 0.09 PT 15. 19 52) 1.29 1178 1 . 752 L 7 . 17 0.0002 PT 10. 52 (' 128) F=0 F 0.00 PE 0.00 13L ('120 T !.1 . 17 PF 0.00 64 129DQ 26.60 1 .752 L 21.6.04 0.0215 PT 10.52 ( 129) Q 29. 16 FzO/E, T r .1.5.00 PE 0.00 BL C120 T 231 .04 PF 4.97 54 64 1 .580 L 1 .00 0.0687 PT 15.49 64) 9 29. 1.6 F=T F 6.00 PE 0.00 RN C120 T 7 .00 PF 0.48 PT 15.97 54) 127 1.29 1 .752 L 7. 17 0.0150 PT 10.52 ( 128) Q 24.03 F=O F 0.00 PE 0.00 BL C120 T 7. 17 PF 0. 11 1.26 127r)LI 26.73 1 . 752 L 7. 17 0.0600 PT 10.63 (127) Q 50. 76 17=0 F 0.00 PE 0.00 8 L C120 T 7 . 17 PF 0.43 3(, L26[)Q 27 .25 J. 75 L. .3-46 1329 PT 11 .06 ( 126) Q 7A .0.1. r , c.. 17 J.1.5 .01) Pr- 0.00 1 '2 o T I ? 416 PF 2.45 1. 71f15 FIT 1 .:, 7, 1, ('10 P H 1 '.0 T 117 01) Pr 84 0 ,01.� III ( L25 ) f. 1 '10 5 124 L215 I. . 5?:' 7 .H319 0, P T 1".26 (125) 5 F., 0.00 PF. 0.00 120 T 7 .R8 FIF 0.07 , .18tlTTTAI- SCRTAL NO: 2454H---09 05-31--1994 PAGE 5 liolill'I LfiFurni I-w e 05- 13-1494 07 1.:':*8 los Area 9 ypill cave r 1 1 t r I-Ow E All t V c upltl 1N PI PC PS.1 i F V SUMMARY L VJ1/F r P3 .1.1 EY) 1 `14"%"1 L. 0 , 0! .4 Pl" 1M . 1.�A I Q4 I i: r I I Oo r 1.,3.00 PF 1 .41. 15 35D�1 37 .32 067 1. 3..00 0 . 1.'511 PIT L.3. 74 35 ) n. 12'x ,27 F T F 1.0 .00 P[ 0.43 I-IN I. o r 13.00 1-'F l .9 t) PT 1 J 3 ( 15 ) 9 1 . 542 L 239.6.7 0.0057 PT 13.E 11. Q 1.0. 13 F=O/T F 8.00 PE 0.00 BL C120 T 247 .67 PF 1 .41 51 61 1 . 380 L 1 .00 0.0097 PT 15.04 61 ) 9 10. 13 F=T F 6.00 PE 0.00 RN C120 T 7.00 PF 0.07 52 51 1 . 752 L 15.00 0.0030 PT 15. 11 51 ) 10. 1.3 F=O F 0.00 PE 0.00 CM2 C120 T 13.00 PF 0.04 53 52DQ 11 .48 1 . 752 L 15.00 0.0124 PT 15. 15 52) Q 2.1 .61 F=O F 0.00 PE 0.00 CM2 0120 T 15.00 PF 0. 19 54 53DO 15.57 1 .752 L 15.00 0.0337 PT 15.34 53) 9 37. 18 F=O F 0.00 PE 0.00 CM2 C1.20 T 15.00 Pr 0.51 55 54DQ 29. 16 1 . 752 L 11 . 50 0.0984 PT 15.85 54) (1) 66. 34 17=0 17 0.00 rE 0.00 CM2 ('120 T' 1 ) . 517) PF 1 . 13 56 =-H,Q --- 14 .64 1 . 752 L L1 . 50 0 .0620 PT 16.08 55) Q 51 (;9 F:--O 1 0 ,00 PF. 0.00 P F 0 . 71 1 "? 7 .1 7 5"1 0 Q 1 00 0. 0-376 r 7 17 '5 F 1, r I Q 171 SUBMITTAL SERTAL NO:'4454H-09 05 .3.. -1.')94 PAGE H oine 1. i f e F u t-il u, -- 05 1,17. V""-)•J 07 . 1 ':Z,---1 Sales Area . 19 pin over 1500 -iq . f rR(')rl I D f 1.1)w 101) f'i I,...1. I.,Fj 17. 17 N F.P V.. V.0111ARY L L iq,, i I P` I 1 0 0 P T 18.56 I t 51 C.1 0 C C, V I'Z 0 0 I,') 60 1 ,00 (1 . 00,.1B 11T I f3 1 0 . 5.4 F- T r (13.00 Pty 0.00 RN Q.00 1.')f7 70 1 .75? P.. 50 0.0039 PT 18 70) 11 . 54 F O/T F 10 .00 P1= O,00 BL 0120 T 48.50 PF 0. lca 329 330 1 . 752 L 1.0.00 0.0039 FIT 18.85 (330) Q 11 .54 F;:O F 0.00 PE 0.00 B1_ C120 T 10 .00 Pr 0.04 328 3k9 1 . 752 L 10.00 0.0039 FIT 18.89 (329) Q 11 . 54 F=O F 0 .00 PE 0.00 BL C120 T 10.00 PF 0.04 327 328 1 . 752 L 10.00 0.0039 PT 1B.93 (3218) Q 11 . 54 F=O F 0.00 PE 0.00 BL. 0120 T 10.00 PF 0.04 326 327 1 . 752 L 8.00 0.0039 PT 18.97 (327) Q 11 . 54 F=U F 0.00 PE 0.00 BL C120 T 8.00 PF 0.03 325 326 1 .752 1- 2.00 0.0039 PT 19.00 326) Q 11 . 54 F=O F 0.00 PC 0.00 i3L 0120 T 00 NF 0.01 3''•4 2') 1 . 752 1- 4.00 (7w. FIT 19.01 (:J25) C74 1, 1. 54 i� .00 FIE 0.00 I of,., PF 0.02 0 O. 1)T 19.03 PC 0. CW, IT 0 -2. Ou i 0 -1 1 1 .0r} PF 0.06. SUBMITTAL *-,EPTi)L NO- 2-15411 0 r)5-31. 1 ;q4- PAGE 7 H ome 1.i f:-3 F U V Ili. LLI 1"�-1 l)5 1.3 - 1 4 0 12 F, . 1�j (JPIII over 1.500 ;;�-J. f t. . i:F�o, i ro II-HIA r I 1..0 1)f v C t N Vh/1' F L '2 PT 20. ,.'.Q It L .00 0 . 0071, PT 16.63 59 1: f F 0 PE: 0.00 Pil C:1. 1 7.00 p F 0.015 61) 1514,21 L 68. 50 0.0041 PT 10 .7' 69 Q 8 . F=0/T' F 3.00 F1 E 0.00 BL C i 20 T 76 .50 PF 0.31 320 321 J . 1-7.42 L 10.00 0.0041, PT 19.04 (321 ) 0 F-11 . 55 F.-O F 0.00 PE 0.00 BL C120 T '10.00 PF 0.04 319 320 1 . 542 L 10.00 0.0041 PT 19.08 (320) 8. 55 F=O F 0.00 PE 0.00 BL 0120 T 10.00 PF 0.04 318 319 1 . 542 L 1.0.00 0.0041 P-r 1.9. 1.2 (mg) Q 8.55 F=O F 0.00 PE 0.00 BL C.120 T 10.00 PF 0.04 317 318 1 . 542 L 10.00 0.0041 PT 19. 1.6 ( 3LB) Q 8.55 F=O F 0.00 PE 0.00 BL C120 T 10.00 PF 0.04 31.6 317 1 . 542 L 10 .00 0.0041. Pr 19 .20 317) Q 8. 55 F=O F 0.00 PE 0.00 BL 01.20 T I C' .ov") PF 0.N 315 Z16 542 L. 1 C) 00 0. 0041 PT 19 .24 (316) Ci I 3UBMTrTA1- SERIAL N0-.2454H--OQ 05-3 L -I 9Q.4 PACE F1 11(:)meA0e Fljrnihurr.i 05. 1.3-- ITIel (17 : L.*? : 3`1 Siles Ore':t . 19 L500 ft' . r.lnm rc. 1,Ow AH G P Ill lhl 131 F,I' W- -I ./! I �'I) I I P`:>T I. . ll"o I. I .cicl o .c-oet.,1 rr 153 . 7)R) 0.).00 P c 0.00 J. r 7 .00 1.1 F 0 .Olt, I . .'x42 L 68. 50 0.004 7 PT I.S.61 68) 0 C)./T F 6.00 FIE 0 (:,0 UL 01.10 1' 7('. 50 PF 0. 36 13 31 -1 1 . 542 L 10.00 0 .00-47 Pr 119 7 3.14 Q 9. 11 FL-0 F 0.00 PE 0.00 BL 0120 T J.0.00 1.1 F 0.05 312 313 1 .542 L 10.00 0.0047 PT 19.02 (313) 9. 11 F=O F 0.00 PE 0.00 BL 0120 T 10.00 PF 0,05 311 312 1 .542 L 10.00 0.0047 PT 19.07 (312) 9. 11 F=O F 0.00 PE 0.00 BL C120 T 10.00 PF 0.05 310 311 1 . 542 L 10.00 0.0047 PT 19. 12 (311 ) 9. 11 F=O F 0.00 PE 0.00 BL 0120 T 10.00 PF 0.05 309 310 1 . 542 L 10.00 0.0047 PT 19. 17 (310) Q 9. 11 F=O F 0.00 PE 0.00 BL C1.20 f 10.00 PF 0.05 308 '3109 L . 542 1., 10.00 0.0047 PT 19.22 (309) Cl 9. 11 F-0 F 0.00 PC 0.00 RL 0120 T 10 .00 PF 0.05 40 37 0 S 1 . 542 L 7,? .50 0.0047 1'.1 T 1.9.27 (.308) Q 1 1. F'1T F t" n r 1. n COO -10 _',Br', L. f)O 0.00'30 111 1 6'> i 40 ) I,U, I -I H C' ' OS •31 1")r)li ,SUrOlITTAt. SER CAL NO:'77,J5411-0r) Pr)GE :1,Anot i re Furni. Lut a 05- L-51- 07 1.,: ',8 AICs (-4 t o I'-) ')pill ('-Vll r I WO Fkllm FI-I r I-t jw C, "I Cif Im M III PIT. FIS T F I I.FN/ F I I .,)(, ,) oc,,,i I*, r 7 i c17 C C 0. 14 1.0 0 O. 0 ".3 PI i 8.£*:1 "'C-7 I0. 2 -0 0,00 tali 0.00 .'05 30':-j I .54^ L 10.00 o .oo,5a PT 18.87 (306 ) V -() F Co.00 F,C 0 .00 BL c:j.,,:o 'r 10.00 P F 0.06 504 305 1 . 542 L .10.00 0.0058 PIT 18.9.3 (305) Q J0.23 F=O F 0.00 PE 0.00 BL C120 T 10.00 PF 0.06 303 304 1 .542 L 10.00 0.0058 PT 18.99 (304.) Q 10.23 F=G F 0.00 PE 0.00 BL C120 T 10.00 PF 0.06 302 303 1 . 542 L 1.0.00 0.0058 FIT 19.05 (303) Q 10.23 F=0 F 0.00 PE 0.00 BL 0120 T 10.00 PF 0.06 301 302 1 . 542 L 10.00 0.0058 FIT 19. 11 (302) 0 10. 23 F=O F 0.00 IDE 0.00 BL C120 T 10.00 PF 0.06 39 301 1 .542 L 72.50 0.0058 PIT 19. 1.7 (301) Q 10 4 3 F =T F x3.00 PE 0.00 13 t- C.,120 T ao.50 1117 0.47 I ct 17 I )C.O L 00 0 .009-1 PT 19.(-*..4 W) 5 F - F i o. 00 Pr 0 43 F. 0. .)C. Ij . I SUBMITTAL SERIAL NO:24501-09 PAGE 1.0 HornemliftFurnituro 05 l.",- 07 - S s A I-El-zl gpin ave r 1 500 sq. t t:. . ll(.'M Tf') F,1.0 w r,..f(,,I.l I (II1L'.' GPI1 11.1 L.I'NiF I 1. ',1 l OC- U 01 39 PT I ') M 0 . 1,:; 1.7 1 ?0Q ,7 "'. 0(,)7 P'l- C, (''I" 0 .06 PT 20.31. 1,7 6 5 5 L. I .()C, 01.92 Fl T 1.7. 10 55) 14 t,4 F .-T F 6.00 PE 0.00 RN C L-,,0 T 7.00 pr 0. 113 37 65 1 . 542 1.- 201 .00 0.01, 12 PT 17.23 65) Q .1.4.64 F=T/T F 16.00 PE 0.00 BL 0120 T 217.00 PF 2.43 17 37 1 .380 L 3.00 0.0192 PT 19.66 37) Q 14 .64 F=T F 6 .00 PE 0.43 RN C120 T 9.00 PF 0. 17 6 171)Q 51 .69 -..352 L. 46.00 0.0042 PIT 20.26 17) Q 66.34 F-E F 7 .00 PE --0. 43 CM.1 C120 T 53.00 PF 0.22 PT 20.05 6) 31 119 1 .542 L 2.33 0.0202 PT 13.63 (119) Q 20. 14 F=T , E F 12.00 PE 0.00 BL C.120 T 1.4 .33 PF 0.29 1. L 79.25 2.067 1- 1 . 00 0.0929 PT 13.92 31.) Q 9q,.39 F,-- r F .O.00 PE 0. 43 RN 0.120 '1' 11 .00 PF 1 .02 L? IL 1 . a5? o .oo,.*2s PT P-). 7 L.1 ) 79 r,r o o., i 3 1 1. Q 107 .1-,0 1.1 7,151", rl PT L7) 1 0 7 (j 0"1 i r P ti I - 0 0 St.IBMtTTi-)I- '33EPTAL. NO- 2.4541-1--(Y) ,-I j I PAG 177 i-icime I i fe r(., i tu r.,,I c),.,) i t,7 sile',; hrf <q �Jplll ()Ver 1 500 .q i t. . IAJ III I tj j,I 1"I A I y 1. Alt, I.. 7 T` r 0 7 L 0 F12 'T'52 0 1 ')6 P F p T 01 6. 54 2, Z.33 9 017' P'? 1. 12J 0 1 "3.47 F-:-7T ,4E F 40.00 PE 0.00 Bl- C 120 T -12.13�3 PF 0. 73 13 -'3DQ 79 .65 2.067 1- 1 .00 0.0907 PT 14.08 33) 9 96. 1:, F= T F 1O.C.0 PE 0.43 RM C12 T II ,00 PF 1 .00 PT 15.51 13) 5 6 4 . :5:2 L 20.50 0. 1179 PT 20.06 6) Q 602. 46 F=E F 9.00 PE 0.00 FIY12 0120 T 29 . 50 Pr 3.48 4 5 4.352 L 2.00 0. 117'? PT 23. 54 5) Q 802.46 F=E F 9.00 PE 0.00 Fill 0120 T 1.1 .00 PF 1 .30 3 4 6.357 L 12.00 0.0106 PT 24 .8.4 4) Q 802. 46 F=BV F 1"J.00 PE 5.20 FR C1120 T 25 .ol) PF 0.46 2 .3 D Q 50.00 Ito L 38( -00 0.0.1.83 PT 30. 50 Z) Q 852. 46 F-.3E/EE F *7 '1 .00 rE 0.00 41p'l .00 PF 9. 3L ':'F,(*) ISO 00 1 �'.0 L. I r, c (.,.i r., Pr :.,'1 ".7 1 2) r,r i I,, "I.)I' i) MAX ren WI SERIAL NO:2454H-09 05--31•-1.994 PAGE I FI,DML!.IFE FURNITURE - TIGARD, OR ijoTRIOT FIRE m4orECTION 308 St ff:�1 1.C N7 00 PS RE'--:IIJUIJAI. Al 1687 .0 U I'M AVOILAH1 .J' (it 51JMM(-)HY OF SPRINKLEP 0(.)I'(:'I-OW'--, ACITUAl. MINIMUM SPR FLOW FLOW K- FAG' 014 PRESSURE. '11. 27.28 22.80 5.33 26.20 312 27 . 18 22.80 5.33 26.00 313 27.20 22.80 5.33 26.03 316 23.49 22.80 5.32 19.49 7J17 23.02 22.80 5.32 18. 73 313 22.87 22.80 5.32 18.49 319 22.93 22.80 5.32 18.58 320 23. 16 22.80 5.32 18.95 323 23. 15 22.80 5.32 18.93 327 22.80 22.80 5.32 LB...37 328 23.00 22.80 5.32 18.69 329 23.46 22.80 5.32 19.45 325 22.00 19.9!: 5. 13 1.8.38 324 22.32 14.87 5. 19 18. 50 326 22.25 14.87 5. 19 18.38 TOTAL WATER RFQUIRED FOR SYSTEM 356. 11 G'Pll OUTFLOWS AT 3 50 .00 GPM OUTFLOWS AT 2 450.00 GPM TOTAL WATER REQUIRE111ENT E356. ) 1 GPM PRUSSURE REQUIRED AT 0 64 .33 PSI MAXIMUM PRESSURE I-JNBALANCf7 IN LOOP73 0.087 PSI MAXIMUM V(-*.1-1-'('fTY IN rlr'F.r- 1. s3 A FPS 9UBMITTAL SERTAL NO:'!45,4H-O"-:) 0b-3 1 1.994 PAGE 2 .j 1;(.)Mi.-.LTFE ;:URNTFURE 6!4. I,ATRT(J*T FIRE PRora.'TION JC)I.,, 4,,") 14.141 10 r I ON (III r. P F 61"M I ill I If h M A P la 1-0.')7 2 F30 1. 7'..)"* k", 0 0 . J' }32 P 1 19 .1 1 I" C, t 329 328L)Q 2,3.00 1 7.5 1.0 G- 0 ,07,3 7 1*1 T 18 3128 Q 56.. 7*7 F 0 F 0.00 PE 0.00 131- (.'120 T 10.00 PF 0. 74 330 329DO 23. 46 1 . 752 L 10.,00 0. 1398 PT 19.43 (329) Q 80.1-413 F=O 1: 0.00 PE 0.00 Bl- 0120 T 10.00 PF 1 .40 70 330 L . 752 L 3B. 50 0. 1398 PT 20.83 (3530) 9 80.23 F=O/T F 10.00 PE 0.00 BIL 0120 T 48. 50 PF 6. 78 60 70 1 .610 L 1 .00 0.2111 PT 27.61 70) Q 80.23 F=I* F 8.00 PE 0.00 RN 0120 T 9.00 PF 1 .90 59 60 2.227 L 1-2.00 0.0435 PT 29.51 60) Q 80.123 F=O F 0.00 PE 0.00 0112 GJ 20 T 12.00 PF 0. 52 58 59DQ 50.94 2.227 L L2.00 0. 107-? PT 130.03 59) Q 131 . 17 F-.,O F 0 ,00 PE 0.00 CM2 C:1..-:.,0 T 121.00 pl- 1 .29 57 baGA) 31 6 2 f- l 0 0. 166(',' P r 31 3,, 53 ) I)f7 6,4 PT M 10 p F SOOMITTAL F�,[:-RIAL 05...31 PAGE 3 HOMELIFF FARNIJURI.: TIGAPD , OR 1"-'AIRIOT FTRE FIRCIT11CTION JOB fi."I -OL96 VO I U�,,j ;!"AU T IV P t N CT I S .Oe" 0 p f o1 lo 0 .("o 7 1 1.'': .00 u . 1.4 W 13 9 Q F r .00 jvj C I 1 la 1! 1. 62 5 2 1 1 .380 1.- 1 oo o P r 37.,34 i 5.2 21 .41. F= F F Of) RN 0120 T 7.00 PF 0.2'7 121 62 1 .542 L 238.67 0 .0226 PT 37 .6). 62 ) Q 21 .41 F=O/T F 8 .00 PE 0.00 BL C:120 T 246.67 PF 5. 57 121 1 . 542 L 2.33 0.0226 PT 43- IF-I ( 1211 Q 21 .41 F=3T,4U F 40.00 PE 0.00 Bt 120 'r 42.33 PF 0.96 13 33 2.067 L 1 .00 0.0054 PT 44. 14. 33) Q 21 .41 F=l' F 10.00 PE 0.43 RN 0120 T 11 .00 [IF 0.06 Pi 4.4 .6.3 13) 64 54 1 .3580 L 1 .00 0 . 0811 PT a6. 70 i. 54) Q 31 .88 F=T F 6 .00 PE 0.00 RN C I 2o T 7.00 PF 0.57 129 64 1 . 752) L 21.6.04 0.0254 PT 37 .27 6,0 a 31 '68 F=k)/E , T F J.5.00 11 i3 0.00 i L 0.120 T ?31 .01 IAF 5.37 1 . /52 1. 7 170'254 1'r 4,5 . 1.1 f 1.2`a -)o [-I r7. �l 1-.C) T I p 1 S1113MUTAL SERIAL N0-, 2454H--Oq 05--31- 1.994 PAGE el HOMELIFE FURNI TUBE - TIGAPD . OR PATRIOT FIRE PROTEG'I'TON JOB EQUTV 'S F 1-4 m I'C) I LOW j) r,,)ii 1. FIR(- G F,m 1.N I ,, 1-1 --U M lyl o R y 1:N/FT PI T 2 . 7 L. 3.Oe) 0.01. 13 F,1- 44 J '-, 1 i. 5 .0") F,f- 1. (:,3 53 11- 380 L. L 0 . ,1-129 1::11 J 7 . J. RN cl i o C-o P F 1125 613 1 .5,42 1- 2 2 1' Q f.)'.'.30 PT 3 7.4(.*i ( 63) w 22.60 F:;:O/E, *r F 12.00 PC 0.00 131- C120 T 244 . 13 PF 6. 10 124 125 1 .542 L 7.88 0.0250 PT 43.56 ( 125) 0 22.60 F=O F 0.00 PE 0.00 BL 01.20 T 7.88 PF 0.20 'I5 124 J .542 L 6.00 0.0250 PT 43.76 ( 124 ) 0 22.60 F=T , E F 12.00 PE 0.00 BL 0120 T 18.00 PF J.45 15 35 2.067 L 3.00 0. 0060 PT 44.21 35) Q 22 .60 F=T F 10.011) PE 0.43 RN C120 T 13-C t. PF 0.08 PT 44.72 15) -------------- 31 52 2. 227 L 15.00 0.0041 PT 37..41 32) Q 22.39 F=O F 0.00 PE 0. 00 C112 0120 T 15.00 PF 0 .06 61 51 1 . 380 L ! .00 0.0422 PT 37 .47 51) Q 22. 39 F`T F 6.00 PE 0.00 RN 0120 T 7.00 i7F 0.30 110 I 1 5,12 7 1) F,1' 37 . 77 61 tv/16 P -JE,(* j. 1-1 L o .00 1308MUTAL 75ERIAL 1,40: 2-4541.1-09 05-3 L.-1994 PAGE 5 HOMELIFE FURNI"ruim, - TICaORD , OR PATR I(IT F IRI.. P kO*I"E(.:'r I(-,N 3013 It::,L r, C r,r'(.,rs s li r E IU M 'I Q Fl..()W T Wl I V C:,31 p IVI I N 1:.-I L p 1*11i,.l it 1''1' Sl WINAP,y 4 52 I. 0 . PT 4.4 70 2 o T f"F 0.00 .1 4 1 D 1 4 1 1 . 3 F),Z 0.000'.1 P 4 4. 7 C 47 4,5.E0 r .:Cl I ").00 PE 0.00 (.:[,I 1 1.2 0 F 9. 7'•) PF C).0(.',' 15 14 4 .352 L. 9.7c,) 0.0005 P T 44 . 70 14) 1..) 43 .80 F -0 F 0.00 Pr 0.00 C,Ml , C120 T 9.79 PF 0.00 16 15DQ 22.60 4.352 L 9.79 0.0012 P7' 44 .70 15 ) Q 66.40 F=O F 0.00 PE 0.00 cmi 0.120 T 9.79 PF 0.01 6 16DQ 31 .88 4 .352 L2.00 0.0024 PT 44.71 16) Q 98.28 F=T F 31 .00 PE 0.00 cmi C120 T 33.00 PF 0.08 PT 44. 79 6 ) 325 326 1 . 752 L 2.00 0.0037 PT 18.30 (326) 0 11 .23 F=O F 0.00 PE 0.00 8L C120 T 2.00 PF 0.01 ,324 325DQ 22.00 1 .752 L 4 .00 0.0275 PT 18.39 (325) Q 33.28 F=O F 0.00 PE 0.00 BL C120 T 4.00 PF 0. 11 323 324110 2'-': .3Z 1 . 752 L 6.00 0.0710 PT 18 . 50 (3324) 0 55.60 FrO F 0.00 PE 0.00 BL. 01.20 T 6.00 PF 0.43 322 32,SDQ 23. 15 1 . 752 00 0. 1351 PT 1B.93 (323) 78. 75 F r, ou PE 0.00 17.) V (,)() 11 F 1. . '715 4 7'22 1 . 7 S,7 L 1 0 0 "31 p F ",().2 8 72"" ) F T I' pr- 0.00 q1'r 42 '? 92 t lo f:I 'P,I.)BMTTTAL SERIAL NO:245,41-1--0") 0 1. 1'')<'a•.1 p A F FURNIMPF -- rf"iCiRC). OR PAFRIOT rTR(. PROI-FC-TION J01.3 ffl'.;1 -01 '),; FPl)M T 1) 1 1)w F. 1 oll Pp I IJ Pt. I /IF I V I' PS 1 i:l JO 1. 1:10 P17 C' . 1 00 it 0,-,-(-,b PT l.('3. .` J.,:� 13I f. 1. C) I I C'.00 PF 0 7 321. 2 0 D 1 0.00 0 . 1 124 PT LA .6 7 0.00 1--,E 0.(-.f.) C1 0 V 10.00 PF 1 . 12 69 321 1 . 542 L 68.50 0. 1,124 PT 19.99 321) Q 50 ,94 F=O/T F 3.00 PE 0.00 BL C120 T 76.5U PF 3.60 59 69 1 .300 L 1 .00 0. 1930 PT 28.59 69) Q 50.94 F=T F 6.00 PE 0.00 RN 0120 T 7.00 PF 1 .35 PT 29.94 59) 317 318 1 .542 L 10-00 0.0165 PT 18. 49 (318) Q 18.03 F=O F 0.00 PE 0.00 BIL 0120 T 10.00 PF 0. 16 316 3170Q 23.02 1 .542 L 10.00 0.0754 PT 18. 65 (317) Q 41 .05 F=O F 0 .00 PE 0.00 Bi., 0120 T 10.00 PF 0.75 315 316CIQ 23. 49 1 . 542 L 10.00 0. 1741 PT 1q.40 (316) Q 64 . 54 17=0 F 0.00 PE 0.00 8L C120 T I. ) .00 PF 1 . 74 41 111, 1 . 5111.1 1 0 . 1" a1 PT 21 . '3 15' rit C) P-( H r,r M- 0 . J T :IQ T 1." .00 PF Q. D3 2454H-0q 05-31-1994 PAGE 7 ,31-18111ITTAI- OERD�ll, NO.-2 HOMELIFE FORNIR)RE - HGARD, OR PATRIOT FIRI-, i:irm-rECTION JOU #3I.--OJ.c),3 rpom i,fj r1. ow if T ON 171.) T-1 L 0'33S p R E�.-"S Pr.: GPM 1.N P 1f /*F SUMMAIR), Q ;?7 .? L 10.90 0 C,1 4::5 Pr '26.0,, (31-5 1'-* () .")I) 1'C. C,.0 C, Ls L !, 10, 00 P( 0. 54 B 1.4 1 54 L 60. :7U 0 015-1.2 P1 26. 5 314 .34 .36 1' =Ci./,r r 1. 00 PC 0.00 0 L r 1. ,:,0 1, 7(). !,.)C) P F 4 . I S 58 68 .1 ,380 L J. .00 0.0831 PT 30.72 68) Q 34.36 F--*,r r 6 .00 PE 0.00 RN 0120 T 7.00 PF 0.65 PT 31 .37 58) 311 312 1 . 542 L 10.00 0.0200 PT 26.00 (312) 0 20.02 F:0 F 0.00 PE 0.00 BL C120 T 10.00 PF 0.20 310 311DQ 27 .28 1 . 542 L 10.00 0.0980 PT 26.20 (311) 9 47 30 F=O F 0.00 PE 0.00 BIL C120 T 10.00 PF 0.98 309 310 i . �42 L 10.00 0.0980 CIT 27. 13 (310) Q 47.30 F=O F 0.00 PE 0.00 BL c120 'r 1.0.00 PF 0.98 308 309 1 . 542 L 10.00 0.0960 PT 28. 16 (30'?) Q 471.30 F=O F 0.00 PE 0.00 BL 0120 T 10.00 PF 0.98 40 308 1 . 542 L '72. 50 0.0980 PT 29. 14 (308) Q 47.30 F=T F 8.00 PE 0.00 BL C,1'20 T 80.50 PF 7 .89 20 40 L . 380 L .3.00 0. 1.683 PT 37.03 40) F -T IF 6 .00 PE 0. 43 C;1 r 0() PF 1. . '51 19 2000 14,5.29 12 . ? 7 L 1 1 50 0.0004 1.1 r 38.97 20) f7 ( t. .1)(1 Pr. 0.00 C' 1-117 0 Pr I f 2 00 PE 0 .00 SUBMITTAL SERIAL NO:245411-09 05-31- 1994 PAGE 0 HOMEI-IFE.' FIJRNII*t.JRI-*- - 1*1GARD, OR PATRIOT FIRE PRO]*[--CTIC)N JOB #31-0109 'ro F L()w I A I'l F-WU I P- L 0 1'-.5 PRESSUPC G I-j IV! 1.1I ID I P C PS 1./F-I- .`11 U III m H R Y 1. I'l/r-1 PSI C) f.07 42 1. 10.00 o.C, I [IT 35 , 49 (.307 ) 2',2 1- 0 r .).Clo P1: o .00 U L 1.2() 1, 10.00 1:1 F 0.25 -T .342 -11 55 ( 306 ) L I CI.00 0 .(.)251 1 Q 22. !,5 F:O F 0.017 he 0.00 BL (.12(i 1 10.00 F 0. 25 2',04 305 1. . 542 L 1.0.00 0.0251. PT 55.98 (305) Q 22. 65 F=O r 0.00 PE 0. 00 BL 012.0 1' 10.00 PF 0.25 303 304 1 . 542 L 10.00 0.025t PT 36.23 (304) Q 22.65 F=O F 0.00 PE 0.00 BIL C120 T 10.00 PF 0.25 302 303 L . 542 L 10.00 0.0251 PT 36. 48 (303) 9 22.65 F=0 F 0.00 PE 0.00 BL c 1.,o T 10.00 PF 0.25 301 302 1 . 542 L 10.00 0.0251 PT 36 .73 (302) Q 22.65 F----O F 0.00 PE 0.00 BL 0120 T 10.00 PF 0.25 Z9 301 1 .542 L 72 ,50 0.0251 PT 36.98 (301 ) Q 22.65 FrT F E .00 PE 0.00 BL C1'0 'r 80.50 PF 2.02 19 39 1 . 380 L 3.00 0.0431. FIT 39.00 39) Q 22.65 F=T F 6.00 PE 0. 43 RN C-:120 T 9.00 PF 0. 39 19DO 190.39 2 . 727 L. 13.00 0.0989 PT 39.82 Q 21-3 . 24 F=O F 0.00 PE ?.00 C"Ill. C120 T "' . 00 PF 1. ... '; PT 56 L )1083 FIT i-1 ."aO 7)6 PH pr p 1, t'D P I" ,9 a 22.00 SUBMITTAL SERIAL tI0:2/I54l1--O'1 05-31- 1994 PAGE 9 FIOMOAFE FURNITURE - 11(aORD , OIZ F-AIRMT FTPF i:)po-I-PTION JOB, ##31 -01'"3 0 I. Ow !''ISP: L 1:N F I- L 1.7 1 • I)(? F L I. .50 I-D F 1. PT 4^ . 51. 17 ) ()o O.0.1 PT 1-j5 7 55) u 5 00 P r- O.00 Nil 7 .00 PF 0.30 37 65 1 . 15-12 L :.01. .00 0.0250 PT 36.27 65) Q 22. 59 F-,,:T/T F 16.00 PC 0.00 81. C120 T 217.00 PF 5.42 17 37 1 .380 L 3 .00 0.0429 PT 41 .69 37) Q 22.59 F=T F 6.00 PE 0.43 RN C120 T 9.00 PF 0.39 6 17DU 235.24 J.352 L 46.00 0.0515 PT 42.51 17) Q 257.83 F=E F 7 .00 rE -0.43 cmi C120 T 53.00 PF 2.73 5 60Q 98.28 4 .352 L 20.50 0.0262 PT 44.81 6) Q 356. 11 F=E F 9.01*1 PE 0.00 F112 C120 T 29.50 PF 0.77 4 5 4.352 L 2.00 0.0262 PT 45.58 5) Q 356.11 F=E F 9.00 PE 0.00 FIIJ. 0,120 1.20 T 11 .00 PF 0.29 3 4 6.337 L 12.00 0.0041 PT 45.87 4) q ::556 . 11 F=BV F 13.00 PE 5.20 FIR 0120 T :27),00 PF 0. J.0 2 F)Q W Oo 6 . 1(.,0 L 3F.Y) 00 0.0046 PT 51 . 17 ll 410 j 1. F r- F 71 (:Oo PE 0-00 P fr 2 W:` V-3 0 .0 6 . .1 �.-,O C,184 P 1' 53.26 2) 5 50 8. 6 , H. PE 7 . 7 r'T o4 .r,:*, < o) compLefe 'A Will', 1Y t t,i r T A I I I I'l f. N I 0L ASUR *2 . `0 51-113 1.:' . 5Q 59. 74 ASUB 82. 50 '39.72 n t e r- n e f C'1)a e�ti.JXILIARY c.�.,a.i['jmtT'rAL SERIAL. NO:'211'_')4H 09 05-'+1 19'x4 PAG(: I�IJRI`11 rURE. TIG'APf..", OR u)w I 1:.- 3 r i-�I u i v G.1-'J'l 4 :).("o PSI. ':OUMI*1E114 01' 151I 1.N 1,.I I.It 0I..J'r 1: M1 N 111 IJ I'l Ilk F 1 14 F 1-(JW K F'ACTUR I R L:,S S Li R E* 3105 27 .00 22 ,80 5. 32 25.75 '7A()6 26. ?3 22.80 5.311, 25 .6 307 26. 97 22.80 5.32 '25.70 310 215.30 22.80 5.33 19. jo 311 22.95 22.80 5.33 18. 54 312 22.90 22.80 5.313 16.46 313 22.94 22.80 5.3.3 18.52 314 23.25 22.80 5.33 19.03 317 23. 21 22.80 5.32 1.9.04 318 22.87 22.80 5.32 18.4.9 319 22.130 22.80 5.32 18.37 320 22.36 22.80 5.32 18.47 321 23. 17 22.80 5-52 18.97 TOTAI- WATER REqUIRED FOR SYSTEM 311 . 17 GPM OUTFLOWS AT 3 50.00 GPM OUTFLOWS AT 2 450..00 GPM TOTAL WATER REQUIREMENT 811 . 17 GPM PRESSURE REQUIRED AT 0 59. 74 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.048 PSI MAXIMUM VELOCITY IN PIPES 1112.56 FPS :-;FTIY'll 110 '245,411 0 ) 05- 1.- I. rAr,*E 2 T T V 1.I'l I.; I T C., C, 0.00 1.13 . 143 1.3.37 ij I L CI 1.6 43, `0 I'l 0.00 ;2 '7 . .57 0 1. ".4 o. 00 . 0.1 1() :;1 L 1 0'.) 0 K! 00 (.1 00 5r." Oo . 1. 1 . 50 0 0 2. 7 C11',: 0 MO (N) 31 w1. .oc? 1 ".5 C)0 o 00 - 25 C 5 2 55 5r, 105 7 1 1 1 . 50 0. 0 2 7 CM2 C).07;' 0.00 33 . 73 95 54 5 813.80 11. . 150 0 2 2 G 1,12 0 W) 0.00 .54 3`5 :S370 12. C-11" 0.024 0.00 ';4 . 71 34 . 315 3 02 15 .00 ().0 ,53 38.'3'6 15 ,00 o .0 2. .2: 7 C:112 0.0.1 L 0.00 34.Bn 34 . 71 6'," 52 10. 7-1 1 .00 6.0 1 .380 RN 0.030 0.00 35 .09 34 .88 1 2 1 6 18. 74 238.67 13.0 1 . 542 BL 0.018 0.00 39 . 4,b 313.09 33 121 3.8. 74 2.3c� 40.0 1 . 542 B L 0.018 0.00 40.21 39.46 13 33 18.74 1 .00 10.0 2.067 RN 0.0014 0.43 40.69 40.21 64 54 ::7 . 78 1 .00 6.0 1 .380 Pil 0.063 0.00 34 .81 34 .37 129 64 27. 78 216.04 15.0 1 . 752 BL 0.020 0.00 39.36 34.81 128 129 27. 78 7 . 1.7 0.0 1 . 752 8L 0.020 0.00 39 .50 39.36 127 128 27 . 78 7. 17 0.0 1 . 732 SL 0.020 0.00 39.64 39.50 126 127 27. 78 7 . 17 0.0 1 . 752 BL 0.020 0.00 39. 78 39.64 36 126 27.78 3.46 15.0 1 . 752 RL 0.020 0.00 40. 14 39.78 1.6 36 27.78 3.00 10.0 2.067 RN 0.009 0.43 40.068 40.14 ----- ---------------- 63 513 19.66 1 .00 6.0 1 .380 RN 0.033 0.00 34.96 34.73 125 63 19.66 232. 13 12.0 1 .542 BL 0.019 0.00 39.67 34 .96 124 125 19.66 7 .88 0.0 1 . 542 BL 0.019 0.00 39.82 39.67 35 124 19.66 6.00 12.0 1 .542 BL 0.019 0.00 40. 17 39.82 15 35 19.66 3.00 10.0 2.067 RN 0.005 0.43 40.66 40.17 ---------------- 51 52 19.62 1.5.00 0.0 2.227 CM2 0.003 0.00 34 .95 34.90 61 51, 19.62 1 .00 6.0 1 .380 RN 0.033 0.00 35. 18 34.95 119 61 19.62 239.67 8.0 1 .542 BL 0.019 0.00 39.94 35. 1.8 31 liq 19.62 2.33 12.0 1 , 542 DL 0.019 0.00 40.22 39.94 11 51 Iq.62 1 .00 1.0.(.) 2.067 R11 0 .005 0.43 40 . 70 4.0.22 12 11 19.62 9. 79 0.0 4 . .152 C11) 0.000 0.00 40. 70 40. 7(: 13 121 1.9 ,6 9. 79 0.0 4 . 352 CMI 0.000 0.00 40. 70 40. 70 871 0.0 4 M I () .()()0 0.00 40 . 70 40.70 d 10 . 70 40 '70 e) LS 58.0..? -4 .1;52 CMI Cp-1 L -10 , 7 L 40,70 6 Is 83.80 2 .00 .1 5 0.00 40. 77 40.71, 7 31. 00 0 7C,l l .00 8 .0 02£> I T,11-1 31 .07 1. 17 C"1 7 2 2 131. 0 31 o , (t( 0 1 ''> L;:3 111 .(;1) . 33 4 R 10.C-0 . 76 32. 7 0 . C. C (}t)5 1126 P,F3 2 . .1 4 Fj L oC, 0.2 32 "C2 (:I.Q() 'r 3. .3711,16 0 In 73 . 13 0 13 0.00 3•: 31 33'. t 5 2 2(;..30 L d'7 r22 ?6. 88 102 '.130 10.0 1 . 7 .2 BL 0.018 0.00 7i . '!*"1 ;,3.31 aMTLTA;'%'y '31..1BMTT-rAI. (i5-':'1- 1.?94 PAGE 3 FIRM IQ I.1:N, T I i F 1.'1' 1' 1.1-1 1"' f I I K" t I ()0 0 00 .1 C, .(.-0 0 0 IGj j 13 GO :'''• .'4 -1 0("1 1!N CI 4 120 1. 1." .00 - 7'"17 C,11j t,') L t'j (10 4.-1 rr L J. Cl .1.0 .00 0 . 542 (1.C'O 1.8 53 1.13 .4 . 44 1.0,OC, 0 1 51112 BL. 0.C1`.,::'' 0.00 19,04 1,E3. 5.' -1 --) 5112 19.O'l 14 3 68. 50 8.t! L . 542 BL 0. 137 0.Oo 21 58 6,8 6' .6 q 1 .00 6.0 1 .380 RN 0.23 5 0.00 31 . 17 29.52 ,-.11 312 L2. 40 10.0o 0 .0 1 . 542 Bl- 0.0033 0.00 18 . 5111 18. 46 310 "1 11. '.5.715 10.00 0.0 1 .542 B L 0.057 0.00 19. 11 18.54 3019 310 58.65 10.00 0.0 1 . 542 61- 0. 146 0.00 20. 57 .19. 11 308 309 58.65 10.00 0.0 1 . 542 BL 0. 146 0.00 22.03 20. 57 40 308 58.65 722. 50 8.0 1 . 542 BL 0. 146 0.00 33. 77 22.03 20 40 58.65 3.00 6.0 1 .380 RN 0.250 0.43 36.45 33.77 19 20 143.90 11 . 50 0.0 2. 727 CMI 0.048 0.00 37.00 36. 45 30-7 306 11 .74 10.00 0.0 1 .54.2 BIL 0,007 0.00 25. 70 25.63 67 307 38.7.1 68.50 B.0 1 .542 BL 0.068 0.00 30.87 25.70 57 67 38.71 1 .00 6.0 1 .380 RN 0. 116 0.00 31 .68 30.87 305 306 15.120 10.00 0.0 1 . 542 RL 0.012 0.00 25.75 25.63 304 305 42. 19 1.0.00 0.0 1 . 542 BL 0.079 0.00 26.54 25.75 303 304 42. 19 1.0.00 0.0 1 .542 RL 0.079 0.00 27 .33 26.54 302 303 42. 19 10.00 0.0 1 . 5-42 BL 0.079 0.00 28. 1.2 27.33 301 302 42. 19 10.00 0.0 1 . 542 RL 0.079 0.00 28.91 28. 12 39 301 42. 19 72.50 8.0 1 . 342 01 0.079 0.00 35.29 28.9L 19 39 47. 1'? 3.0G6.0 L .330 R1 0. 136 0.43 36 .95 35.2? I 1116 0') 13.00 0.0 2.72-7 C;M 1 Q.077 0.00 37.95 36.95 6 56 19 . 3e) 1 .00 0 1 .3130 RN C', 03< 0 .00 ::"3 0 2.91 0.00 17 .Y3. 'O 0 1 4' FAA 11 . `0 o 7 2 7 f."1,11. 9:' 0.00 0. 00 0A 0 .0�) (.1 33 .13(.' o.oC., 34 , 0'1 j r .V(1 4 C.) F", 1 60 .00 Al" y TUALATIN VALLEY FIRE & RESCUE Oil ANIS BEAVERTON FIRE DEPARTMENT i 4755 S.W. Griffith (hive • P.O. Box 4755 • Beaverton, OR 97076• (503)526-2469• FAX 526,2528 I July 1, 1994 Gerry Li.nnell Patriot Fire Protection, Inc. 3012 N.E. Minnehaha Street, Unit #A Vancouver, Washington 98663-1409 Re: Automatic Sprinkler System yomelife Furniture 1,]j45 447*7 S.W. Pacific Hwy. 59.90C-168-000 Dear Garry: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform ,'.vise Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Plans are conditionally approved subject to correction of the following iteris: Five sets of plans and two sets of hydraulic calculations have been forwarded to the City of Tigard for pick up and permit processing. Plans have been stamped corditionally approved. 1 . Noted was a void space on the cross section drawing. If construction is of combustible materials in this area, automatic sprinkler protection will be required to be extended into it. 2 . The fire department would recommend that the tap and underground piping be increased to 8-.inches from the city main to the on-site hydrant, adjacent to the fire department cor,nection (FDC) . 3 . A vault will be required for FDC check valve and velocity ball drip to gain access for maintenance and inspection. "Working"Smoke Detectors Save Lives Gerry Linnell July 1, 1994 Page 2 4 . All valves controlling water supplies to automatic sprinkler system, including those in the vault located adjacent Pacific N.ighway, shall be supervised by a U.L. listed fire marshal approved central station. Water flow for this system shall also be supervised by a U.L. listed fire marshal approved central station. 5. This department would recommend revising riser location to the southeast corner of the structure for better hydraulics. 6. If an in-pipe, half-inch orifice is planned to be used for the inspector's test., there shawl also be a sight glass installed in the piping to observe water flow. 7. The pressure gauge tap on the riser should be located physically higher on the riser than the two-inch main drain. 8 - Cut sheets for all devices, including back flow, one- half inch orifice (noted above) , automatic sprinkler heads, etc., shall be submitted to this office for permanent filing with plan;. Cut sheets for back flow preventor shall give data for friction loss. 9. A check valve shall be added to the underground water main located between the on-site hydrant and the FOC. This check valve shall be located in a vault for access to perform inspections and maintenance (see Item #3 above) . The same vault may be used in both cases. 10. This office would recommend using a density of not less than .21 gpm per square foot with a coverage area of not less than 1500 square feet for the sales floor portion of the building. 11 . Required check valve noted in item #9 was not included in hydraulic calculations from node 2 to node 3 . There is no need to revise hydraulic calculations as this rakes such a small increase in the pressure requirements and because of the adequate margins that were built into the demand water requirements versus available water and pressures. Gerry Linnell July 1, 1994 Page 3 12 . Please call City of Tigard Building Department to make all arrangements for inspections. This will include tests and flushing. .Please call 24 hours in advance of anticipated inspection times. 13 . After completion of all tests, a Contractor's Material and Teat Certificate shall be completed and signed for both overhead and underground piping systems. Copies of certificate shall be forwarded to this office for permanent filing. 14 . ,Stamped plans and a permit (if requir A by the City) may .be picked up at City of Tigard .wilding Department. Approval of submi�ted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. rf I can be of any further assistance to you, please feel free to contact mne at 526-2502 . Sincerely, Gene B.irchill, AFM Plans Examiner GB:kw cc: City of Tigard Building Department �� CITY OF TIG,ARDBUILDING PERMIT F",E R lyi I T #. . . . . . . C BUP9.4 -01,1.'i, COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 06/16/94 13125 SW Hall Blvd,Tigard,Oregon 97223*8199 (60 Pi:iRCEL.: 15136 CD-01000 S ITE 01)DRESS. I 174b bW r11-lG I F 1.C HW Y SUBDIVISION. . - - Z(INING: C-P BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . REISSUE: FLOOR EXTERIOR WILL CONSTRU':TION- CLASS OF' WORK. :NLVJ FIRST . . . . . 32360 s N.- S: E: WeIHR 'TYPE OF USE. . . :CU11 SECOND. . . : S f PROTECT OPE NINGS? TYPE OF CONST. .-5N FHIRD. . . . .- Sf N:N S:N E:N W:N OCCUPANCY GRP. -.Ba: TOTAL----: 32,�t 0 S f ROOF LONST:0 F 1 PE. RLT? : ,v OCCUPANCY LOAD:951 BASEMENT. : 5f AREA SEP. RATED: ST()R. : I HT. :32 ft GARAGE— : ,f OCCU SUP, RATED BSMT? : MEZZ?- REND SETBACKS------------ REQUIRED-___._._.______________ FLUOR LOAD. . . . : psf LEFT: ft RGHT : ft FIR SPIKL:Y SMOK DET. . : DWELL114U UNITS: FRNT.- ft REAR- ft l'-IR f4LRM: Y HNDICP ACC:Y BLDRMS: BATHS: IMP SURFACE 01W FRU CLIRR-N GIARKINO: VALUE. S : 971400 Remarks : 32, 380 SO FT FURNITURE RETAIL BUILDING !SHELL ONLY ' ! ) "ON-SITE WATC-f- t,-UnLITY FACILITY" NO CFRT OF OCC UNTIL rILL 5DRI)4 -0006 CONDITIONS ARE MET. Owner: FEES WL!3*1'WOOD CORPORATION type /Pe Z,,H10I.Ant by date V-ecpt 30,60 SW MUUDY HVENUE 1-'RM-1 $ db 13. 00 JG 06/16/94 - PLEIK $ 1698. 45 -- 05/18/94 94 -2E;2501. r--IrjRTLAND OR 97201 PLT $ 130. 65 JG 06/ 16/94 Phone #: 222-2000 TIF $ 5352. 00 JG 06/16/94 Contractor; WESIWOOD CONSTRUCTION 307-.0 SW MOODY AYENUE PORTLAND OR 9120 Plincine #. 222--al/100 $ 1)79y. 1111 I U1(411._ REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Foot/Pomnd Insp Tigard Municipal Code, State of (Ire. Specialty Codes and all other Slab I n s p applicable laps. All work will be done in accordance with Masonry Insp approved plans. T'^ - permit will expire if work is not started Fr,aming Insp within 1811 days o, i ,ivance, or if work is suspended for more Roo r n a i I n q Ins,p that IN days. ITISUlat i on Insp Gyp Board Insp Slasp Leilng Insp Final Inspection Perm J.tt ee Si gnat 1.tve - By: Call for-, in spect i un 639- 4175 CITY OF TIGARD SEWER CONNECTION PERMIT 71 � #. . . . . . . - ' COMMUNITY DEVELOPMENT DEPARTMENT PERMIT DATE ISSUEDg 0s SWR9 '�—lZA21 6/16/94 13125 SW Hall Blvd.Tigard,Oregon 97223*13igg'(503)6194171 PARCELi IS136CD-01000 z�ITE ADDRESS— : 11-745 SW PCH AIFIL WY OUBDI VISION. . . . : ZONING: C—P SLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . ----------------------------------- TENANT NAME. . . . . *1 US" NO. . . . . . . . . . : FIXTURE UN.il'S. . . .-57 CLASS OF WORK. . . :NEW DWELLING UPJITS. . :4 TYPE OF USC. . . . , :COM NO. OF BUILDINGS: INSTALL TYPE. . . . :BUSWR IMPERV SURFACE. . : : sf Remarks: BUILD A 32, 380 SQUARE FOOT FURNITURE RETAIL BUILDING (SHELL ONLY ' ' ) -flN -;ITE WATER QUALITY FACILITY" 6wrer: FEES —_._—___----__. WE.:STWOOD CORPORATION type amol.krit by date recpt 3030 SW MOODY AVENUE PIRMT $ 8800. 00 JU 06/16/94 INSP $ 45. 00 JG 06/16/94 PORTLAND OR 97201 Phone #: 222-2000 CONTRACTOR NOT ON 17ILE 81345. 1210 TOTAL Reg #. . -. REQUIRED INSPECTIONS This Applicant agree,, to coiply with all the rules and regulations Sewer InspectioTi of the Unified Sewage Agency. The permit expires 180 days fro* the date issued, The total asount paid will be forfeited if the pewit erpires. The Agency does not guarantee tte accuracy of the side sewer laterals. If the sewer is not located at the seasurenent given, the installer shall arosliect s feet in all direction,- fro* the distance civen. If not so located, the installer shall purchase a "Tap and Side Sewer" Pprsit and the Agency will install a lateral. I`Prmittee Siu-ni.-.Ato.ire- Iss,.Aed By - Call for inspection 639--4175 Commercial Building Permit Application City of Tigard 1,7125 SW gall Blvd. Tigard, OR 97223 639-4171 Jobsite A jdress: `✓ .�a.1 �'� -� � ��J�I�j' Tenant: / 10 L. 1'' # Office Use Only Suite Valuation: Permit # b Owner: yl- f4j L�i)/,4ji, Wy, Map& TL.# _ Address: 3�3a (�J. /"1UVJY AuL . — — Approvals Required Planning SDA) 7 4l— 0 4 4 4, Phone: �D 7j ' 2.22..��[:�f.3f.,,� _ Fngineering _ }� Other _ Contractor: !F �' G1(��. y^l5i '• � I Address: �.- f Type of const: Occupancy class: Phone: _' 6Z 12.G7 Q Sprinklered? Yes No Contractor's License # __ (attach copy of current Oregon license) Sy. ft. of project:- 3 -1, , 3 `� -5r. Story (1st, 2nd, etc.) Archltect/Engineer:l rvf �5 17f_��% j Proposed use: (,y -1Qi4 Address: L� J�� s�,W, A�ktF.4[391Z- 1R ItAt { Previous use: Note: Plumbing & mechanical plans must be submitted at time of Phone: � � ., Com'�L7"r I r ` �. building permit application. COMMENTS:t r7 Applicant Signature 8, Pho r n mbar Received by:.__ Date Received: Permit # Account Description Amount Amt. Pd. Bal. Due � r G Bldg. Permit (BUILD) _ Plumb. Permit (PLUMB) Mech. Permit (MECN) State Tax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) Bldg. -- Plumb: Mech: Sewer Connection (SWUSA) cL' Sewer ;nstjection (SWINSP) yS ate' Parks Dev Gharge (PKSDC) _ Storm Diainage Cng (SDSD(') Residential TIF (TIF-R) M Mass Transit TIF (TIF-MT) 7. Commercial TiF (TIF-C) 0 I Y Industrial TIF (T1,17-1) Institutional TIF (TIF-IS) Office T IF (TIF-C) Water Ouatity (WOUAL) _-- Water Cwanthy (WOUANT) Fire District (FIRE) __ _ L N 1 F 1 ED SEWERAGE AG&a4CY OF WASH 1 NGTON C XNfry IF 1 XTIJRE UNIT RAT 1 NGS TOTAL TOTAL F 1 XT RE VALUE r y o✓ NUMD:ER NUMB;m BAPT 1 STRY/FONT RATH - TUB/SHOWER 4 - - JACUZ/VHDL 4 rUSPIDOR/aATr-R ASP 1 O i A',HIM - C Ml4tER 4 _ - DOMEST 2 (DRINKING FOUNTAIN 1 FLrJOR DRAIN - 2 INCH 2 - 1 INCH 5 —! - 4 INCH 6 GARBAGE D 1 SPOSAL 1X064 fro 3A Fes+) 16 OCM.W TO J HP) 32 IND (OVM S HP) 46 71L SEP (GAS STA) 6 '44--)rIER -- t'rArk: 1 -- STALL 2 1f4K - BAR z BFUADLEY 5 - COM.IERC 1 AL ] - SERVICE 3 )� WASHER. CLOTHES i 6 Y WATER EXT F TAF CLT-)SET J _ UR I Fx value this ten 5 EDU - this tenant ' Run. fx value--- blrl Run. EIA-- Old . SQL. nnit� MATE INSR TOTAL EDU rlus I NESS 0-%e _ I ADDRESS ` ----------•— -- � J�^ r�Cll' :� �JLt�✓ PERMIT NJ. C04.44TED FROId TAX MAP/LOT � -- -------. 7D-25 R8] — � QATE: PLAfJS CHECK t:0.: PROJECT TITLE: C)tJNTY"WIDE TRAFFIC"C" IMPA( -t FEE APPLICANT: WORKSHFiET fAAIUfJG ADDRESS: (FUR NON-SINLiL)-FAM1L?'USES) 1' lcJ� aTY/ZIP/PHONE: RATE PER LAND USE CATEGORY TRIP TAX MAP NO.: RESIDENTIAL $152.00 0 -U/UUU BUSINE 'AND COMMERCIAL $38.00 SITUS NO.ADDRESS: INDlK�)-Rj $147.00 INSTITUTIONAL $6.3.00 PAYMENT "' (HOD: - CASH/CHECK CREDIT INSr'UTIONALONLY: �BANCROff(PROMISSORY NOT_Q LAND USE CATEC#tV UESCWPTWN OF USE EEKDAY AVCS TRIP RAT WEEKEND AVE TRIP RAT DEFER TO OCCUPANCY�' -- _(,�l"l1. S&V — BtiSfS:!✓,/„� /iC�, 7L c j�c'�r's �'C7� 5 l�i-u c ><, �.I �: �T f � C,AL(�1lATNDfJS: II _ 7 . 3c, r. ��, j 5- z,� = :5-1 3 LPROJECT TRIP GE7IERATION: L. ADDITfOMfAL NOTES FOR ACCOUNTING PURPOSES ONLY: ROAD AMT.:T/r, -C- TRAN�/a JJ rYY AS PRE ARED RY: CC WASIUNGTON COUNTY TIF NOWBOOK form tif10 L I'I I II.;lIMI Id.I f I I III t I 1 10 I I I-If 1. r 9,cl.- c F4011 11 11-4 1 z 1-6')40. t-m Will.A.AR I 1111, 17PI.P.;I INI$)l 114 1 IU. Ihtiti ow m(Pilly likIl 1 ,i-14Nt I I,I111.. Ob 1 ii94 O12 I Ir5 I 4W) , Ill I Il"I Y 111V N I I 1 0,P(1: I. Ill 110 011 141 f-11,11otir'll 1114.111 I I NO PL,P11 I k10 1-0:41 1.1f '1111. Vlo fb. 14,11 TRANIl I 1 1.F F F F..S 00 PAG4 I I(, 11(4y if ii"Y k.1 011 MA (it 1(4 41 oil 101 11 ;j 0 f 1, . PLO BERRY-NORDLING ; *: 701 SEIe7GINEERS RS ��;� sr. ,_` ";PORINCORPORATED .. 503-23��;�....dJs':2.:;.L .. ......F,o..4•. . a.,, _._.....,.._..�.� ..,..n.,..'. .. ..,.... Citi yi�F�i�jrL6. �� k ►"j ,.. June 1, 1994 Jon R. Jurgens & Associates Cornell Oaks/"I'he Commons Building 15455 N.W. Greenbrier Parkway, Suite 260 Beaverton, Oregon 97006 Attn: Vernon Lee Re: Homelife-Tigard Dear Vernon: The following is my response to the Structural Plan Check for the above referenced project. A copy of that portion of his letter addressing the structural concerns is included for reference. Item I In order to obtain diaphragm continuity in the transverse direction, Simpson LSTA36 straps have been added at Grid Line B and Grid Line D. These straps, where installed, will tie the TJI's together across the glulam beam. Item 2 At Detail 6 through 10 on Sheet S4 the cross grain bending in the ledger is taken out by the 3 x 2 x 3/16 angle that is shown on Detail 5 on Sheet S4. Item s I do not feel that ties are necessary at Detail 17 on Sheet S4. The wall element underneath the roof beam acts as a wall, not as a column. Item 4 The detail call out on Sheet Sl has been revised. Item 5 The detail call out on Sheet Sl has been revised. Item 6 The detail call out on Sheet S 1 has been revised. Item. 7 The edge nailing for the 3/4 inch plywood has been changed to 10d's at 4 inches on center. Item 8 The grid line in question has been changed to 6.3 on Sheet S2. Item 9 Weld symbols have been added to Details 19 and 20 on Sheet S4. Item 1.0 A weld symbol has been added to Detail 16 on Sheet S5. Item 11 Weld symbols have been added to Detail 12 on Sheet S5. Item 12 The beam connection at Detail 1.6 on Sheet S5 is supporting a 5 1/8 x 10 1/2 incl: glulam beam. That is why the height of the beam connector is 10 1/2 inches. Item 13 The location for the 3/16 inch fillet weld on Detail 16 on Sheet S5 is at the 1/4 inch plates to the 3/8 inch plate at the beam connector. The 1/4 inch plate is welded to the beam connector side plates and that in turn is anchored into the wall for transferring the axial load in the connection. Item 14 Calculations for the support of the mechanical units at the roof joists is the responsibility of the roof joist supplier. I have provided a calculation for the roof beams at the mechanical unit location. Item 15 Plans for the T.11's are to be submitted by the truss manufacturer. Vernon, if you or the Plan's Examiner should have any questions regarding any of the items above, please do not hesitate to contact me. Sincere yours, Bill Berry, E. WGB:jh I / � `` 11. /1 Par _ ilkjkt i I I Qj , 17�II q I 1 Ll �_ � I/ 3pf41 / I M= 11ona��' _2�1 , 2P��J r 1 �rn��N C-1 I! �. �• I o 017 i Flo , t�� o ,�,o �-� oc , I r I I I I 1 I ! I � - � I ( I I j i i l 1 � � l l i l � I • B6MY-NORDI.ING lob ' f __i l ,�: :; �F • (, j. ;, ENGINEERS ' Client- - � �-� ,Job No ,.:,,INCORPORATED .. 'Date „t 'aY i I; ►t? , �5hee�Nc�.:sir—`—=-- 701 S.E. MILLER ST.. PORTLAND,CR 97202, 503.231-0717, FAX 231.0718 i BERRY-NORPI G ENGINEERS . INC. Title : 701 S .E. PiILLER ::T. Scope : PORTLAND. OREGON 97202 Number : 1503 ) 231 -0717 Misc . P'AX ( 503 ) 231 -0719 Dsngr : Date :01 -Jun-94 --•-------------•- ------------------ J MU1.'I'I--SPAN TIMBER BEAM DESIGN & ANALYSIS Page ---------------- --------------------------- ------------------------------- DESCRIPTION >> Glulaas at 17001 mech. unit a b - --------------------- ---Span 1--;--Span 2--;--Spar 3--;--Span 4--;--Span 5--;--Span 6--;--Span ?--:--Span 8- A[.*� SPANS SIMPLE SUPPORT 7y y/n .PAN LFNUTH ft; 37.83 37.89 F,111) FIXITY.... Left; I I I I I I i I FiT/Pin/Free : 2il/0 Rt; I I I I I I I I BEAN WIDTH in; 6.75 6.75 BEAM DEPTH in; 33.00 34.50 ---. CALCULATED VALUES -- - -------------- -------•---.--•------------------------- F'b - Modified Allow. psi; 2,467 2,454 rb Actual psi; 2,325 2,246 F'v Modified Allow. psi; 189.15 189.75 ry fectuall 1 1.5 psi; 147.98 146.36 Nenent a LerL in-k " " Right in k Mai. Mon, o Hid-Span in-k; 2848.3 3007.0 X-Dist rt; 18.91 12.91 Shear3: Left k; 26.12 26.70 Right k; -24.97 -26.47 Reactions: Left: Dead k; 11.50 11.32 Live k; 14.62 15.38 Tol31 k; 26.12 26.70 Right:Dead k; 10.35 11.09 Live k; 14.62 15.36 Total k; 24.97 26.47 Mai. Defl. a Hid Span in; -1.683 -1.559 X-Dist ft; 18.91 18.91 ....... DESIGN DATA ------- ----------'..........'----------'----------'------------'----------'---------' Le: Unsupported Length fl Fb - BASIC ALLOW. poi; 2,400 2,400 Fv - BASIC ALLOW. psi; 165.00 165.00 85 00 85,00 85.00 85.00 85,00 85.00 E k9l; 1,800 1,800 1,800 1,800 1,800 1,800 1,800 1,800 LOAD DURATION FACTOR ; 1.15 1.15 1.25 1.25 1.25 1.25 1.25 1.25 -•--- APPLIED LOADS -------' --------- ---------' -------•- ---------- '----------' USE LL THIS SPAN'! Y/N'!' y I I I I 1 I UNIFORM...... OL pit: 540 585 Ll. pit! 773 813 PAR'11.41,...... DL pit 283 57 LL pill X-Left N' 1.00 X-Right ft; 6.01) 'THAI'.... DL a Left 1/ft DI. p Right 1/ft LL p Left 1/ft LL p Right 1/11 X-Loft rt X-Right ft POINT....,.., DI, LL 1 X-Dist. rt 9� 09:45 FAX 503 220 0911 BM Port. - -- JR JURGENS foam 2a S V M1111> Y / Project 1. Project Name — - — — 2. Project Address _ 3. City[Town 4. Bulding Area(ft-) - E 1 Attached Chapter Type I.D. Description — Attached Forms and —T Work _%beetS Building Envelope Form 3a Prescriptfva Path 3b Component Performance Path ❑ Chet*boxws to --- —\- urdirate iris Worksheet 3a Wall U-values �l atfaryred roRrm 3b Roof 1.1-values and worksheets. 3c Floor U-values ❑ 3d Average Thermal Values O Systems — 'form 4a Systems -- X11 Worksheet 4a UnitaConditioner—air Cooled 0 4b Unitary Air dftloner--Water Cooled Q 4c Unitary Heat Pum AirCopied G 4d Unitary Heat Pump— r Cooled cl 4e Unitary AC R Heat Pump— oratively Cooled ❑ 4f Packaged Terminal AC--Air Goole 13 4g Packaged Terminal Heat Pump—Air C C1 4h Water Chilling Packages--Water&Air Cool ❑ 4i Boilers--Gas-Flred and Oil-Fired aj Furnaces 3 Unit Heaters—Gas-Fired and Oil-Fred ❑ . Artificial Light Form 5a Interior'1�y O 5b Ughting Schedule 5c Interior Lighting Power O 5d F_rtenor lighting Worksheet 5a Interior Control Gredits n Applicant S. Name �— - 8. Telephone S. Company - I 9.Date T. Signature Other No-of Pages - Description of Document Documents _ ---- Enfor au ca;oudons,raw 7,parts dltd ----- �cStalog rift („g3) rerms 2-t iorm 3a PRESCRIPTIVE PATH FOR ZONE 1? - Po*APJJj=& -- Building - - AM 1. Above-tirade Wall Area(gross ftp) i ,1 (\00 4. Roof Area(gross rt: 3Z YW r 'See Figure 3e for climate 2. Window Area(ft-) I -f� 1 5.—Skylight Area(ft2) I O zones. 3. Percent Windcw to Wall Area. I 8 1 0/ 6• Percent Skylight to Roof Area_Divide I 0 C Divide line 2 by line 1 line 5 by line 4.Must be less than 3'e p L Above — Complia:ince Package Proposed Ground Component Wa11S A � B -� C � D �E � F � G Values°J Max. 9%9% I 17% I 18% I 21 27% I 37°o °F'ement window Percent I I to wall area I _ (IPne 3). Max. Sing 'ie Double ` Single I ! Double ' L Windows I 0 5U I 0.60 0.50 t�1 ':Max.SCrimit U-value I Glazed Glazed I Glaze, Glazerf1_� applies to i — ----il cooled-buildings Max. No No L] 0.50 0.50 NO 0.60 0.40 i ,� only SCC limit I mlt I I I Limit i ru ,To vdrulate the + n 1-1-Valve of die Above-ails e I Max. I 0.20 ! C,u i 0.10 I 0.20 I 0.10 0.10 010 I (�•t�1 walls u.e WdIIS U-value I I J Workshow 31. 7. Does design meet target? Enter the oackage letter(A-G)if ail,omponenis of the values of the proposed building meet the criteria.Otherwise use Form 3b. ' Roof, Floor, I Proposed and Below- --Component Standard I or R Grade Walls I Roof Max.U value— e I Un to 3 percent Skylight° I 0.059 rskyGghr shall to r VVIttlauSkylight 0.077 double glared Min.R-vajua of Unheated Slab 4.5 wij�;a min-v4 nm air spaces Slab on�rade Floor the Insulation i Heated Stab I 5.8 �t�7�K _ - �i 'To Caka:lere the Floor Over ( � r(� roof ard floor I Max.U•V21UG 0.OT Unheated Space i Value.use _ 1 Wortmheer 3h Below and 3r.. Min.R-value of the Insulation 5 Grade Wally 8. Does design meet target?Enter the'r 0 all components of the values of the proposed building meet the crttedz.Otherwise try Form 3b. Envelope g. The perimeter insulation for the slab-on-grade floor shall extend downward from the top of the slab for a minimum distance of 24 inches.See Sec ion 5303(d). J` Friter d,a — --------- �� rWrerpn09 In plans 10. The insulation for the below-ground wall shall extend the full height of the•nrall to aed spenticanons the top of the lowest floor or 10 feet below grade whatever is less, r+ ` &At chows -- ccmpl vx�:"ftf' 11. Manufactured doors and windows are certified according to ASTM E 283 for I the requirements. O._„rim per foot of window sash crack and 11 cfm per foot of door crack. � — 12. On the warn side(winter)of the insulation for the walls,roof and floor,Install a vapor barrier with a pens raLng of one or less.See Section 5303((), I J� rn�i Forms 3-1 .4/94 09:48 FAX 503 22V 0911 BUS Port. JR JURGENS IZ004 C"A PF, /or"heet 3a (Cciat'd) WALL UNALUES unibum (b) (C) (d) Siding oL Stud Wall I.Ayer DW-Criptior. Detail R-value See Table 3c for Exterior Moving 0.17 Surface Air R-Values of air specas. A Aluminum See Table 3b for Siding n—valvw Of Air Space ahAm wr 3*rwlg, p4mwood 5herhing Sheathing. and gyp3um Wallboard. Framing/ 0 See Table is for Insulation R-Values of E SU GYPS', framing/ [board Interior Surface Air 068 Total column(d) 2 U-value.Invert the amount in line 1 Generic WaH (b) (C) (d) 74NO 3c for R Layer Description Detail A-value .I as of exterior Exterior 7— and interior Exterior If Sao Table 3b for A 9 C,114 (57Z R--Values of Lwjtkfmy maleifals See Table 34 W -- R-Values of C fmining I kwiladon. D Interar Surface 1- tbtPl Column (d) 7-17 2. li-value. Invert the amount in line 1 Baa# 7-t !t!. ^NV ryp,� C,i M tj ST R A-%j C P, 6,CZ Run W_ Worksheets riVorkshect 3a(cont'd) STALL U-VAI,IJrL_-*S nODUMjMtam Sittiin§all . (e) Stud aIi layer Description Detail R-value See'W/a 3c kv - _ _ Exterior Moving Surface _ Air 0.17 H-Vai��es of air Surface spamw -- — -_�— A Aluminum &M Table 3b for ---_ Sitfin9 R-Vplvef J - --- I B Air ' d/rrrnlrnmrsktng, i Space plywood sheatlnng — - _ and gypsum C ( Shcathintr walltroarrL •-- _ D A-- 'ramingl - Fa- Tf Insulation for �'valuesuq$or framf.g/ - _ ---e E insuk ion. . _ Wal i interior Still Surface ,Air I rotal column(d) 2 U-value.Invitr;the amount in line 1 Generic TaU r �SeeTahht3c%rFt Iaypr DpsCriptlon Cefzil TR-value /#Valuetofexterfor 1 -- — end inferior — Exterior ,turf ar�s — Surface I 77C "'/ Sae Table 3b A for - ip R-Valus$of 4- I II - 07 e► -- — —_�1--- budding rmterr,�ls _ See Tabs 3a for R-values of --- framing/insulation. kInterior L surface d �6 S' I. Total column(d) g.2 2. U-value. Invert the amount in line 1 w t,Aal Worksheets 3-13 24/84 Ota 47 FAX 503 220 0911 BC&S Part:. JR JURGENS X 0+16 rorksheet 3b v...4I PC ROOF UNALUES S on (a) (b) (C) (� W De--k Layer DeScrl tion Detail See Table 3b rot Exterior Moving X-Vrjuas of Surfince Air asphalt Shinglesand root mil,wood A Ashphatt WA 0.44 and tlypsum / Shingle w2llboartt S hphalt WA 0-15 see Table 9a for A-Values or wood �� _� -- C Wood Deck! lursr/.v>sula!iwr. Sheathing D Wood JolsV I -- � `kLsulation - � Into ' I i Finish Interior I SCII \\ Surface Air 0.62 1. Tot2J Column(d) 2. U-value. Invert the amount In line 1 Built-up -- Roof on (a) (b) (o) I (d) Metal DeCk L?.yer Description retail R-valrie / Exterior Moving See Table-1c for R- 9 • Surface Air 0.17 t arucs or air — .' ----- —�� spaces. a I Builtupp �'�oFt Ss,q Table 3b hx ��_ _ R-V21Lesorrvofrng B Insulation ma,4 na/a and �` Y +, gypsum waUbt"'d' Metal Trus/ r - Ses Table 3e for / C Insulation R-Values Of ffie i - ;nras/iruulatron. I -' _I D I Air Space — 10-504- I Rnor -8IntRnor Finish �t \ I nish O ^i 7 -- _� Interior Still Air 0.61 Surface _-- 1. Total column(d) 2- U-value Invert the amount in line 1 1 raw.easv,ra ..rr,� 3-14 Chapter 3-Building Envelope 1„qr i 4 84 7297 C11Y OF T GA 001/00 IOehlt'Dun1 ,L Z��2 24nJ) Fax Transmittal Memo 7672 ., :,�::. ® P40 of Pau" 1 Q Time tb VPvhon (�L From 6,YIM!S Canwnr Q Ca Vwy Lamm / L"m Dept Cha,pe FIN't Teenwe a fu 1 relephcns I (r3'9nw Lneewy CPalurn �Cal b,plop Dnpuihon May 25, 1994 Vernon Lee �1W OF �GARD Jon R. Jurgens Architects OREGON 15455 NW Greenbrier Parkway, Suite 260 �1\ Beaverton, OR 97006 Project: Homelife (shell only) - Plan Check #5-42C j 11745 SW Pacific Highway Subject: Bail-ding Plan Review (1991 UBC with Oregon Amendments) The plans for this project were reviewed fcr conformity with V �(/ applicable codes. Please submit the following items for compl.ption SFU: : of the r,lzn review process at your earliest convenience: 71A(, 1(o r 1 Dc:,r 109 to have a minimum of an 18 inch strike odge wall. (sectinn 3109(1) 3, Figure 25 (a) , and Table 31-F) . 11 3 ----�•2. Hot wager and drain pipes exposed undar lavatories and sinks shall be insulated or otherwise covered (section 3109(j)70) . 3 . Change type of construction tram 3N to 5N per. discussion with Vernon Lee on 5-19 94. / '/ F��•--- �4 The materials used in walls pursuant to Section 51.0 (c) 2 1� N�'Tn shall be of a type which is not adversely affected by moisture. /as Sir+��%'fes _ 5. Submit the Oregon energy compliance forms for review. C S•Z4 4�} Please specify the R values on the plans. The perimeter insulation shall extend downward from the _ tip of the slab for a minimum distance of 24 inches yr w3ut. TioQuo7N6 c P-evvc,Arrx- downward to the bottom of the slab, then horizontally SPA« +Suri +r,. r1m 76f- fhE (beneath the slab for a minimum total distance of 24 i.nr..heFl (section 5303 (d)4) . jjc p%,. 9:ZZFi-W /4#441 1 yS T Insulation at the upper exterior walls is riot shown. Com, S Please clarify. Draft stops shall be inst.allai in attics, mansards, �iir overhangs, false fronts set out from wal's and similar concealed spaces of buildings having usos other than dwellings or hotels so that the area between draft stops does not exceed 9000 square feet and the greatest horizontal dimension does not exceed 100 feet (section C$fR l� Trvlt_ 27%� )(r 2516 (t)4B(iii) ) . Please detail such draft stops. 13125 SW Holl Blvd.,Tigord OP 97223 (503) 639-4171 TDD (5U3) 664-2772 -- Vol. 9 . Specify how the interior walls located in the genet al - office/customer service area will b-2 built . See legend on sheet A3? r' 10 - The following special inspections will be required pursuant to Section 306 : 1 . concrete, and 2 . welding. If/ 11 . A pre-construction meet ling will be required to discuss the following applicable items, as well as any other c.V100s areas of concern or interest : „utisaw� a . erosion control t4y►ct5• tJ.lw_ b. grading requirements 65cG•Aq&N17��;() c. special inspections At your earliest convenience, please complet,a the � attached forms and return to the Building Divi_oion. ' 12 . What is the slope of the ramp in the sidewalk lucaLed At cy/A 1� the SW corner of the building? A curb cut with flares may be required per Chapter- 31 . s�► .�4 -(2 7.3 . Double -acting doors (door 101E) shall. be provided with a view panel of not less than 200 square inches (section CPLx-*71ri ��) 3304 (b) ) . /14 . Key-locking har0oare may be useO on the main exit only, `4fj A-I'L ,4 if there is a readily visible, durable sign on or ( s"RAS adjacent to the door stating, "'THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS ttOURS" (section 3304 (c) ((� excegtiora) . Tnteri_oi doors to heve lever hardware. x' 15 . The floor or landing shall not be more than 1/2 inch lower than the threshold to the doorway (section 3304 (i) ) . >-16 . Entry power-operates: door, shall. have twu guide rails installed on the swing eidP projecting out from the face 7 ; of the door jambs for a distance not less than the widest door leaf . Guide rails shall not be less than 30 inches in height with solid or mesh panels to prevent penetration into door swing and shall be capable of resisting a horizontal load at top of rail of not less than 50 pounds per lineal foot (section 3304 (h) ) . F �� --- 17 . Detail a/A2 needs to be clarified. Maximum stair rise to be 7 inches and the minimum tread to be 11 inches . a A.,2 Minimum stair width to be 36 inches . The top of handrails and handrail extensions shall be placed not Jess than 34 inches or more than 38 inches above the nosing of treads or landings . Handrails shall be continuous the full length of the stgirs :with at least cne handrail extendincr in the direction of the stair run not less than 12 inches beyond the trap riser or les,: than 23 i.n.^hes beyond the bottom riser . Ends shat1 be returned or shall terminate in newel posts or safety r 05-/25/94 09:50 503 685 7297 CITY OF TIGARD Z003%005 terminals. The handgrip portions of handrails shall riot be Less than 1-1/2 or more than 2 inches in cross- sectional dimension or the shape shall provide an equivalent gripping surface. Handrails projecting from a will shall have a space of not less; than 1-1/2 inches between the wall and handrail (section 3306 (j ) ) . 28 . V! Bual alary* :signal. appliances shall be integrated Into 5N!r�e�i= the building or facility alarm system. Visual alarms ;.hall Ise located not less than 80 inches above' floor 1v:-7r_1 , or 6 inches below the ceiling, whichever is lower, and al: an interval of not less than 50 feet horizontal in rooms, cr,rrtdors and hallorays (section 3109 (n) :2) _ 1y . Submit a sf�-:.amic bracing detail for the mechanic;1/ equipment ori tn�e roc£ which exceeds 400 pounds per unit . 1'he following structural concerns are noted' ; I - Provide dia)a.cactm continuity in the trausversea direction k�TjAr ,Ftp (sec-t..i on 2.137 (b) 9(:) LC'1 4-47 1 {I 2 . Detail 6/54-10/54 apperlY's that the 4x ledger will be in UAN11677) y crQrs-grain bendin.c_r. Provider anchorage which willf V40eA 4 elintirate th;.r, (rr J . Do you need t:o provide: 'L:i,es a:. 17/S4? 4 . The west concrete slat, det.a:il 6,154 fur the truck ramp to be F/S3 . She sheet S1 . 5 . control joint detail a iS4 av:. the loadinr"1 dock wall to be 8/S3 . See sheet S1 . 6 . The footing detail 3/S4 at they west wall. adjacent to the truck ramp to be 3/S3 . See sheet S1. 7. The 3/4 incr. T @ G roc>f plywood t_a be nailed ar.. 4 Liches on center per the structural calcvl.ations sheets :�6 and 37 . See sheet S2 . 8 . The SE corner of the entry ::anopy indicates gridline 5 . 3 which should be 6 . 3 . 9 . What are the welds for the beam support anO. side platen in details 19/94 and 2.0/94? 10 . What is the weld size fcr the 3/13 :inch plates in detail 1.6/S5- beam connection. 11 . What is the weld size for c_:,,nnecting the side plates to the bottom plate ir, detail :12/S5? 12 . Should the beam connection_ detail in 16/55 have a depth of 1.1-1/2 inches instead of 3.0-1/2 inches? Please clarify. 13 . Cla:-ify the location of the 3/16 inch weld to the 1/4 inch plater in detail 16/S5 . What are the 1/4 inch plates welded to? 14 . Provide calculations for the loadinq of the mechanical equipment on the roof . 15 Fubmit 'rii plans for review. Please contact David Scott, P.E. to discuss the structural concerns listed above . Please make these corrections on the appropr2l.ate pages of the drawings and resubmit 3 copies of eacl. page to the City of Tigard for review. ,7hiu plan rev -w does nn` include structural, electrical or plumbing plan reviews . Electrical concerns can be directed to Wash.i_naton County at 640--3470 and plumbing concerns to Mike Sheehan at the Cicy of Tigard at 639-4171 extension 312 . :f you have ar,y questions or concerns, please do not hesitate to call . Sincerely, ////�-yy//�r�� '1 Mark Burrows Pl;%ns Examiner PAX (503) 684-7297 mb/pC*9-42.doc Plan Review# )ate CITY OF TIGARD OREGON Structural Special Inspections The owner or architect or engineer of record shall complete Parts B&D of this form and;lien return it to the Building Division for approval prior to Issuance of a building permit. (Please note that a separate soils rpecial inspection form may be required and additional special inspections may be required for contractor design Items.) Project Address: Project Name: Architect of Record (Firm): Phone No: Engineer of Record (Firm): Phone No: — The following special inspections and structural observations shall be performed according to the Statu Building Code and the (;ity of Tigard's Municipal Code Chapter 14.06.01('- 14.0q.040 unless a schedule of Inspections is submitted by the Engineer of Record and approver, by the Building Division. A. 10 Reinforced Concrete ❑ Prestressed Concrete ❑ Structural Steel ❑ Structural Masonry, I'm L] Welding ❑ Fireproofing ❑ Other R. Indicate the speciai inspector or approved testing agency to perform the ;special inspections noted in Part A above, including addresses and pho^i numbers. Submit na.mes, qualifications and certifications of the special inspectors assigned to the projec+,. The special Inspector or inspection agency shall submit a final signed report to the Building Division stating that all Items requiring special Inspection and testing were fulfilled and reported and,to the best of his/her knowledge, In conformance with the approved design draw rigs, specifications, approved change orders and the applicable workmanship provisions of the U.B.C.(see U.B.C.7015 for soils special Inspection final report requirements). Iterns not 1 ce, unresolved Items or any discrepancies In Inspection coverage (i.e., missed Inspections, periodic inswilen c6tlnuous was required, etc.) shall be saeciffcaliy Itemized in this report. C. ❑ Structure; Site Observation by Engineer of Record D. The owner hereby agrees to employ the speciai Inspector,approved testing agency andior engineer for the above-noted special Inspections and/or structural observation. (nature of Owner Print Name Phone No. — Firm Structural Plans Exnminer s!gnature "A1d 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-411 TDD (503) 684-2772 ---- V CITY OF T I GARD SI Tr'- WORK I::'E R 11111 .COMMUNITY DEVELOPMENT DEPARTMENT f''1---RMTT #. . • . . . 13125 SW Hall Blvd.Tigard,Oregon 97223*8109 (503)VO-4171 DATE IS,'-*)UI-..1)-- 05/P4/94 SITE ADDRESS. . . : 1174,'j SW IAWY SUBDII,ilSiON. . . . ' ZON.'I*'I%K'-).- C; P BLOCK. . . .. . . . . . . .. LO).. .. . . . . . . . . . . . .. ............ ........... TYPE OF WORK:NEW :.y RL1-.W. NO., EXCV VOLUME. :22000 cy GRADING`?. " . . . . . . .Y VALUE. . . $: 30(t0('N" 1:' 311. VOLUME. -'00 cy LANDSCAPING"'. ::Y EN G FILL?. . . . . . .N SITE PR '-Y SO 1:L S R P'r 1-"<E(11) N r.—J'O R 11 D R A 111'SY. '.Y J:MPERV S'URFALL— :81000 Sf RroniarE%S: BUIILD A 32, 380 SQUARE 1:'*OO'T [-URNITURE RETAIL BU11 DINU 0wile.r." WESI'WOOD CORPORATION type a n)c)1.(11 t 1.)y do.te rec:pt 3030 SW MOODY AVENUE PRMT $ 933. 00 JF 05/24/94 5 P("I' $ 46. 65 JF 05/24/94 PORTLAND OR 97201 PLCK $ 606. 45 05/10/94 94-252209 ": 222-2000 L;ovlt-r.%c-,tur*. WES*TWOOD CONS'TRUC110N 30.30 ':JiW MOC)DY OVLA'AUL PORTLAND OR 97201 .......... –– –– 1:1-ic)ile 0: 222-2000 $ :1.::186. 1.0 1'(.*)'T A I Rem if. . : 03339 R E Q U 1R F 1) 1 N S P E C-11 U N 8 --------- This permit is issued subject to the regulations contained in the E-rc)iiiir.),il cc)llt-ral Tigard Municipal Code, State of Ore. Specialty Codes and all other Lxcavatiorl 11-1sp applicable laws. All work will be done in accordance with Fi I 1 til-.y 1-.)e c.,t j.a n _.._„_,..___.,,_.__.,,.__.__..._....._«_._ approved plans. This permit will expire if work is not started G-racl:krig 11-1sp within 188 days of issuance, or if work is suspended for more St-rm D-ra:kil Iriff) than 180 days. Firial 1iispect:0:)il P-�-rinittee Sigilv . -re- _.._..._ _._.«_«M __.«–....... ( Attt 1 5 S U e d B ............................. Call f(:)r irispecti.ail 6;39-41'75 _Commercial Building Kermit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 Jobsite Address: 1 1 745 SW Pacific Highway office Use only Tenant: I k..'� ' Suite # PlancklRec# Valuation. 300,000 S'- � Permit # f Owner: Westwood Corporation Map&TL# Y Address: 3030 S14 *body Avenue _ _ Approvals Re lulred I Portland, OR 97201-4597 _-- Planning Phone: 503-222-2000 _ _ Engineering �'2 e.. II lI Other Contractor: Westwood Construction r `/ Address: 3030 SW Moody Avenue Type of const: 7 P� Portland, OR 97201-4897 Occupancy class: �'2 Phone: 503-222.-2000 -- Sprinklered? Yes No Contractor's License # 5 a T (attach copy of current Oregon license) Sq. ft. of project: 32,380 Story (1st, 2nd, Or.) 1-story Architect/Engineer:_Jon R. Jurgens & Associates Proposeduse: Furniture sales _ Address: 15455 SW Greenbrier Parkway #260 Previous use:_. N/A — Beaverton, OR 97006 Note: Plumbing & mechanical plans must be submitted at time of Phone: (503) 690-1779 2 " building permit application. COMMENTS: This application is for the Site Development permit only. We are not applying for a building permit at this time. nt Signature & Phone number Received by: _` Date Received: Permit # Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) _ 42� Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) Bldg: Plumb: Mech: t Plan Check (PLANCK) Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Oev Charge (PKSDC) Storni Drainage Chg (SDSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) _ Gommerciai TIF (TIF-C) _ Industrial 7:F (TIF-1) Institutiogal TIF (TIF-IS) Office TIF (TIF-O) _ Water Ouality (WOUAL) Water Quantity (WOUANT)..— . _ Fire District (FIRE) Ogilti AI IV 51 FAX 9 273 0217 WESTWOOD r,nRF lQju1)2 s Things that need to be incorporated into check sets going to City of Tigard on Wednesday. 1. MNWR A Resubmit Sh" Y C copies) delineating trees that have trunks larger tlm 6" when measured 4 a ove ground level.If we will be removing nay of these tress we will need to obtain a pemuk I bave not applied for one because I.don't know if we will be removing any.Betty will follow through .11 B. Resubmit pl `.Copies) for 1. Show grades on the existing and new contour lines went of the keystone wall. 2. k,:.uw top of wall elevatiams at 3 points along keystone wall(both end-a:,d middle). 3. Provide an explanation of how the retaining wall on the east side of the property relates to our finish grade at the parking(ben Williams)essentlailly the wall will be 6"higher than our asphalt grade once the dirt is removed 4. Note on SbQt� the that the dirt in.the triangle formed by the property lines perpendicttsoutheast comer of the building(e 'en though it is not on this property).Ted L. Millar Living Trust(owner of adjacent strip czmrcr has authorized the grading of this triangular piece to blend with the adjacent finish grades(Ben Williams). S. Revise hatch marks on area to receive up to 20"fill to include the oriOutl Tax Lot 600. 'Y C. Resubmit Sh .1 "'1112 1_ Revise and show the fire line "8" relcK ted to%%ithin V ofthe$re riser lunation in the stock room(the southwest comer of the btildvg). 2. Add Note"24" defining the 8"storm line from MR�'I to Aiea Drain 91 3. Provide design,calculaboas(3 copies)of the water quality Facility and dennoosorale that the downstream underground storm drainage s-, -m Is adequate for the proposed site and will not be unduly af£Acted by the increased ism-off. (Ben VyMasms has submitted this information already to Gres,, Renk o► Mike 5heeban,)Cb.eck with Ben,if problems. 4, Show 2"stub from 2"dnme tic b,'ater line behind dome.3tic m-ter for imp, meter. S. Correct Note"2"tmder sanit4y sewer system general notes. It should he 6" in 03"16 44 16;32 FAX 0 273 0217 WEST9'nOD CORP [a 003 2. Jon R. JurgellstWestwood 1. The ha.idicapped curb cut wires on Sheet A-2 need to have a 1-in-i minimurn slope-Vernon. 0 V000001* ,,,..$;h6'spe6J inspections 1. Structural special inspections-Betty 2. Sou's special inspections-Betty C. Jkl,Details and Specifications for keystone wall. 1. All sheets need engineer's stamp -Betty D. Remove note(alternate no retaining wall)on Sheet A-I -Vernon eck with SCOA at Christ"- en Electric and obtain his revised site electrical 44 (640-3470). 9 coordinating ele6tikal,peftnit,with Washini,gton codr� Chris Freshley A. Revise Sheet L-2 to show the irxigation water source directly north of the 2,' domestic meter. We,will bring a privately owned 1-L/2" mete,"off the metered 0 c wa o Note: A 11 ,7 ,z n All information needs to be given to Vernon at on RK- Jurgoews by 2:30 p.m, on esday, May 17. 4. Street Dedication (5 feet adjacent to Pfaffle,for Tax Lot 1000) NR-4WR (Ben Williams)is preparing the Exluibit(map and legal description) and will return to Mary by Thursday, May 19,May then needs to get Ted's signature and Betty will subrrLft to the City of Tigard one copy.Make sure Ted's s'&nature is notarized(no fee). cc. Vernon Lee Ben WOams Betty Wollam Chris Freshley File GIl'Y OF 1JUAND Rf':l.::F.if'T OF PAYN!:•NI Rt_C..F.• .IW1 Nil„ it94-•252-_67,:3 L,HELK vIM0I)N I 9,79. 6b I,IAME IED L. MII.._i_AR L.IVINO 7RUS C:;A£iH WI•+1L1UN'T a N. 011111 �iUt:)Rf.:5t3 a WESTWOOD C..'ORPICIRAl' ION PAYMENT UAI !-3UBD I V I a I ON PI 1RP01]331E OF PAYMENT AMOUNT PA 11) PURPOSE CJI= PAYMENT AMC)UN I' PA i TJ 13I.JiC.DING PERM F;I'r94 C 0I9 933. O0 ST. �BUILD PER __..._. 46. 65 i I TOTAL_ AMOUNT' PPID I f CITY CII I lFii11?li I'll ( I II• I !i! )' i III III I i + I 1I I IIIc. r":14 F:,`5r'.F�b}'i► I;III I 1 I011 itItII (yGlf!, , 4`i II1P1F: r rED 14[L..I-T:F•; 1. I U 1:1•1i I I,:;) ; t' IA) r1 I I Irl+ Ln I I 6),0W C�I)tif'1y<; 30311A !';W h'illl)l►Y 11UF IA 1, LI 1%''i? ,IIi I +It f IMC (1Y1`1J: l-T FIt'IC'�III•II I' III' I'In:l lr,l III I I{, I, Hirt; ,•r111 I'it11' I 'I till i III ( I L.i e�. •) �,ti. +,lil.,. n', i I . 1.745 i:iW I'Ill II 1I: 11+ ()My[ IFF 'C:I'1 f11 WMhillld i E'Ii I ►, Bou'! aimm,an &SChalMinc_ BUILDING ENVEI,OPE ENERGY CODE COMPLIANCE Sr[TINMARY Homelife, Tigard-Oregon !3ENERAL DESCRIPTION: Per architectural design information, Prescriptive Path For A Ane 1 requirements were based on to comply with the Oregon Energy Code. BUILDING COMPONENTS: 1. Roof area - 32,380 sf. 2. Gross wall area - 11,102 sf. 3. Window area -900 sf. 4: Door area - 124 sf. 5. Floor area - 32,380 sf. COMPONENT CHARACTERISTICS: 1. ROOF: d Ply built-up mineral roofing, 3/4' pry wood, and R19 insulation; U-0.05 which meets,Code requirement of 0.077. Need also to comply Aith Code regr.irement as specified under item 12 of 'Prescriptive Path For Zone 1". r ,j1 Ii 2. WALLS: 8" CMU,Tr�netal studs, 5/8" gyp board for 9032 ft2 of walls, 8" CMU block only for 2070 ft2 in storage area. Compliance with Package "A"will require the insulated walls to have a U-Factor of 0.130 to meet an overall average of 0.20 for all the walls. This requires that the walls which are furred out have an "R-value" of 7.75 or more, which includes all elements of the wall. Empty core CMU with 112" gyp and small air space has an R value of 3.55. (Per Table 3 of NCMA.). The airspace is removed when adding insulation. 3.55 R-0.97(airspace) = 2.58 R Required: 7.75 -258 = 5.17 R Insulation needs to provide a minimum R-value of 5.2 to bring wall average up to 7.75 to comply. 3. W2IDOWS: Double pane, clear, 1/4" glass with 1/2" air space which exceeds Code requirement Need also to comply with Code requirement as specified under item 11 of "Presc,riptive Path For Zone 1'. if all other components of compliance Package "A" are followed, then single glazed store front glass may be used. 4. DOORS: Insulated doors. Need also to comply with Code requirement as specified under itriu 11 of 'Prescriptive Path For Zone 1', 12:' 'hir' Ave-jr S'. W_ St. W&Vir-Vn• i!' MW SK3.01� •AX:f2W OK24WIC �- ----- ZS",1NR;.JU113m S77�t Sc',e 6C-, • S=_-Jaw Calrwrin 95"X • (4031 2E30=1 FAX(4051 MS44 <-- ------ - S. FLOOR: 4" concrete slab with 2" rigid insulatzoa with meets Code requirement of a R- value of 5.8. Need afro to comply with Code requirement as specified under items 9 and 12 of"Pmwriptive Path For Zone 1". Please caU if you have additional questions, Ray er Bouillon 'bristofferson & Scb.airer (503) 220-0910 z� ba th:.fi, t.�_t. o ,� [Gu uNl C ui X005 Form 3a PRESCRIPTIVE PATH FOR ZONE IP., Building AISt. Above-Grade Wall Area(gross hZ) -- t (\G)C i 4. Roof wea(gross f-,j I ?,�� 3$O 1 `See Fi re 3a __.. '_ fordimare 2 Window Area(ft2) C1 f S. Skylight Area(ftp O lvnes. _ I � 3• Percent Window to Wall Area- 6. Percent Skylightto Roof Area. Divide I p/ Divide line 2 by line 1 0 line 5 by Itne 4. Must be less than 3°i61 Above —� - �Component Compliance Package Proposed W�1llS Ground LA i 8 j G j D I E I F�� Q � Values` Max °Percent window I I 94-e I 17% i 18°c 21°o I 2%°, 3 I T�e 46°o I I $•3 dl ,I to wall area I Percen, I /,a (line 3). Max. Sing Singl � I Double I e Double 060 0.50 _ Windows I I I 0,50 . I Max.5C limit U value Glazed I Glazed Gla2ed Glazed I �•4 1 f applies rod tooled-buildings lax- No No 0.60 0.50 NO I 0.60 I I J j only. S-C° I Limit Limit Vm0.:0 h I a'�C1 =TC cal urate the Ab!,,ve-Grade I max. U-vW'ue of the dWziis I- U-due I 0.20 � 0.20 i 0.10 I 0.20 f 0.10 0.10 II 0-1 U I p.1�• welts. use _ w0 'heir3a. 7. Does design mee:targe*.? Enter the package letter(Ar) i;til ccnipcnents of the values of the proposed buldng meet thecriteri2.Otherwise use Form 3b. Roof, Floor, � -R_ �--~ �---�— � Proposed and Below- Component Standard U'or R Grade Walls --- t ' Up to 3 Percent Skylight` 0-059 Rcof Max.U-value $ . °Srtyfightsi�lrbe I Vlrit,ou:Skylight 0.077 I Q double^4- eo - --- wch a min. I Min. R-\,z'ua of Unh•?ted Slzh512` n� �de oorva-rc-Firspax. I! the Insu!at:cn I HeatecStab �7o calw1ara the Roa,Over mo`andfloor Max. U=value I 0.07 /lam U-value.use ; Ur,neated F:.iace j wo.*Shaet 3b - er,d 3c. Belo�Grade waits Mir.9-value of th .5e Insulation I ` 8. Does design meet target? Enter the`Y"if all comaonens of the values of e proposed Lbuilding meet the urfteda. Otherwise try Form Sb- Envelope b_ +w� Envelo a n-grade Noor shall ,xtend dovmorard tram p 9. The rfineter insuiaticr,for Lhe slab-o. s the top of the slab for a minimum distance of 2e Inchos.See Enter rhe )• Sec ion 5 03(d I �{ refervnar to plans 10 The insuL3tion for thre below-ground wall shall extend the V! height of the wall to and sp@&7rAdons the ton of the lowest floor or 10 feet below grade whatever is less, t dtar shows 00.morranG wrfh 11. Manufarre Lrec doors and windows aaertPned a�':ording to AS7vt E 2S3 for the rem,remencs. 0.37 c'rn per foot of window sash crack and 11 cfrn per foot of door ciadc — f OIL 12. On the warm siae(winter)of the insulation for the walls,roof and floor,install a &' vapor brinier wfth a pens rating of one or less-See Section 53()3(n_ (1431 Fo=F 05 13 93 15: 2d $503 66.1 7267 (ITh OF TIGARD le001 0u4 Pizn Review N Date 5l 6/ +'+ _ CITY OF TIGARD OREGON Structural Speclal IrspWIone The owner or architect or engineer of record ghoul oomplsto Farts 8& D of thio form and then return it to the Building Division for approval 21?2i tc Issuanos of it building permit. (Please note that a separate coils spsciol nspeat,o^ form may be required and additional special Inspections may be roqufred for contractor design Itens.) Project Address: 11745 St; Pecd.fic Highway PrujW Warns: Homelif.e Architect of Record (firm): Jon R. Jurgens & Associates Phone No: 690-1779 Engineer of Record(Firm); Phone No: '25-0822 The tollow;ng ape:ial Inspectionu and str%jctural obscrvatlons it•,Cl br,perform6d according to the Str's Building Code end the City of ligard's Municipal Code Chapter 14.0e.010• 14.06.040 unless a schedule of Inspections Is svbroitted by the Engines, V Record aro apperoved by the t21toM;,)g Livisicr. I A L� Rslrtorcvu C—,7�rete ❑ prestressme Concrete Strurtural S'(�-' Structural Masonry, try, = --- - CJ Weldi-g i rireproofnq ❑ Other B Indicate tha speGa! i,tpbctor or approv++d tsstinq agancy to perfo-m the speni�al inspections noted In Part A above, in ;iuu'ng addrswQv and phrnns numbArs. Gubrnk names, quWificatlons and csrtlfication,a of the special inspActore assigned to tf;u pr�joci. The bpociel Irspl,tor or inipectinn Rarn;y Rhrill submit a fmol signed ,$port to the Building Division mating that all trnms requiring medal Inspection and testing,vvere fulfiMgd and reported and,to the best of hla/har kn,wlebps. In tonforn-ance wit1i the appsovsd design drawings, a,Rprovad change ordenu and thi IIesbis wo*i-im-t♦hi rarArions of the U.B.C. (see U,D.C.'(016 fo,-sails e.ial inspec'Jon fi ,cid re ott r quire nQnts). j �P N P � '' P � I itsnv, not Ir. uric• unruofuic: Items or ony clscxspanden In Irspoction oovarApe (i,e„ rnlsserl Inspections perlWic Inept oV49n ocKibnuous wsu rsquirc-i etc.) shall be spsolfaaliy Rembzsd in this repuri, Q 6trucdc.irai Nr;s Observation by Englnaer of Record D The owsr hereby agrees to ertlplo the spa 1 ctor, approved testing a3sncy&;Wor eTir,ier for the above-Monad .peolel hAwdoms andlar s ctur alebat Signature of Owner Nrlrtt Name Ted L. MiI lar _ 'Irust.ac,__ Phone No. 503-222-2000 FirmIed�, Mi11ar Livin; Trust �� _� Uate--- 5/1$19 :. i 6tructur►l Plant F_xamlr,f� signiurp taMse 131,25 SW Mall SKA+ . T)parcd nK 97223 (6031639-4171 TDD (503 684-2772 May 12., 1994 CITY OF TIGARD Vernon Lee OREGGN Jon R. Jurgens and Associates 15455 SW Greenbrier Parkway, Suite 260 Beaverton, OR 97006 % i Project : Homelife (site only) - Plan Check ##5-19C 11.745 SW Pacific Highway Subject : Building Plan Review (1991 UBC with Oregon Amendments) The plans for this project were reviewed foi. conformity with applicable codes. Please submit the following items for completion of the plan review process at. your earliest convenience : 1 . The handicapped curb cut wing: on sheet A-2 need to have a 1 in 10 slope minimum per. Chapter 31 requirements . 2 . Please complete the following forms and return to the Building Division. 3 . Special inspections will be required for the keystone wall . 4 . Tli- details and specifications for the kpystcne wall need to be stamped and incorporated into the plans . S . Provide existing and new contour numbers at the west side of the property. 6 . What impact does the excavation on the ea-,t side of the property have to the existing retaining wal t? It aupears that all excavation material will be removed. 7 . A difference of 8 feet is shown between the existing grade and the proposed parking lot at th,, east property line perpendic,lar to the SF corner of the building (sheat C2) . I_s a retaining wall planned at this loca,ion? 8 . The alternate on sheet A--1 refers to no retaining wall . The proposed retaining wall -it the loading dock is approximately 8-9 feet in height . How could the retaining wall be eliminated? Please explain and provide details. Please make these corrections on the appropriate pages of the drawings and res-bmit 3 copies of each page to the City of Tigard for rrvi e 'o. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -- -- This plan review does not include electrical or plumbing plan reviews. Electrical concerns can be directed to Washington County at 640-3470 and plumbing concerns to Mike Sheehan at the City of Tigard at 639-4171 extension 312 . If you have any questions or concerns, please d-, not hesitate to call . Sincerely, )rw" � Mark Burrows Plans Examiner. FAX (503) 684-7297 mb/pc#S-19.doc INSPECTION NOTICE �/ -� �_�rf[ � City of Tigard Building Department .13125 BM Hail. Blvd. Tigard, Oregon 97223 1/ Inspection Line (Rec-O-Phone)s 639-4175 Business Phonsu: 639-4171 Inspertion: }; ! vim . ^----------- ---- Footing Pibg. Underalab Mech. Rough-in AppriSdwlk I Found. Plug. Top Out Gas Line FINAL- Post/Beam Struct. San. Sewer Framing -.Bls:q. Poet/Baan Mach. Rain Drain Insulation -Plumb. Plbg. Underflocr Water Lino Gyp. Bd. -Mech. Date Requested: i --Times AM — PM Address: / / 7 i��. % ,- Permit is__ Builder:____ —_ TF9 FOLLOWING CORRECTIONS ARE REQUIRED? Inspector:_ __. _ -- Dates APPROVED DISAPPROVED APPROVED SUBJErT TO ABOVE ` _,^all For Reinep.