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6975 SW SANDBURG STREET-5 L _ REVISIONS BY ��►► C l- o-F TIGARD Ox 16T Wain .'rpmved............................................................. W al.l_ . t;H15 MctXURE . ............. ......................... T . Ce�ti;tlUnally Appraved j; I Fur only the vverk��s desariben in: PEWIT Ni?.'-: yr„iP..gi.L_x?_jt __ PORTLAND OREGON �- See letter to:Ci,llc,, ..._.. ..................................... N 1766 Attach...... .............. . ........................ I-jLuG- �1*it` Job Addross: FL 43 I ' I I � i I'J��'I Ifl��(�IDl:- �XI�'-'sIN?Fr'.?;J2 �W.a.► I / \`��� �'- \� I> y t w 00 .�T �xt .TG►- II I _� 11 { , -I I 1 I t­T y, ,�,.�,,,,•;, _ � _ I _ 1II 1 I I i \ ray /�►u..r•� J(-F�'- vNT - - _ -_ __- -- -` __. I �' II - _. I I ' Ca a T'( ' I� c'-n -- I- - .....'. . _� . -- y�G,•:,- .:, - L-tEC,�N Imo:��' I'° ( ' I i -- •- - - � � � �= o Q I I �xIT ccs P-6.c���- III n r-er:6fn �!t_u,,v�y r- . V \ I � � I `(}�I a D�ICy � I � 4--� V�"-1 V` v►•_ , I - O � V � •\ TUP.wATIN VMI" MArt ►r 7 A AL OFFICI �r I `\ I I ( I I 1 ' I r I I i ` i •`�\ APFRC"•!r7 . . f[ I I , CONDITIONALLY APPi3CV . . • l s��1,o'i�_Na iIIi I.`�_NG-�,•Ij�. ►�I I i_I C"'nf►UrdIQ.\�I—o c-\'---RI R.��.1r'I.'-�r.- �Ij y\\A-ETU'�ft�If\\.,} iII-{!w.-.I rwi_w-r-,.�_IIO.�. . :iI I�\\\i I �i_ «s!!t«'...,.yT� I I_p O jII\ �>! 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D LEYTER . G ,-1F r ^7 s 0 ° ° F�xi O 16(y +. -Vi i �a t� If N 2T t O h4 P. ,N I.O©Q pQ t 'jic4,-T ` � f ixA`EK1IddM � C /�"� Hn Ptq LL_ 7I A6yl +VW�f� ts O 1N R � X 2� - Cp p p 6 0 o l­+- SIJ ° n YL. %L.&WL- LT p o ytoll L5 � . ►.�.� " _, lIo e� P sAc,H IScale �ace \ HA-rcoH OX O TH) AT -11 �. W lv# 6_myF' � , '51��, Drawn f2ft '�I& e.* 5-,K 1� 45rK -7 I"11 NCS A)FtjmJ�P7A_4-, Job*-.,x Imo(% Sheet -Tv F W\ TLie Ya t4 NFN^4 hG IJ0►­5l C — r� C-)wn,N� � h9 7` SW SOhiHLRG STPF::El ri Of Sheets 1000MrLaMPWWt is 1. OF 11 IF THIS DOCUI MENT IS LESS 11111 1I11 WTOBER 2LEGIBLE THAN THIS NOTATION, T IS DUE TO THE QUALITY OF 1� THE ORIGINALDOCUMENT. N .38 L 8 llll� ,lll �lEiI_ Fmll,, IIIIIIF,111�11111 7 F1111111till,IIIIIII8IIIII. I11� , • IIIINIII �rjCL r 4 �ZzO Ii► ��� Di'J2 �VZ >-fIW w Z J 1/i J �? -4 OD jLA Z< 41t wlkW �IUrW . n' N W 0J4,; . ,)0j O j u Z F 0 , _ < 2 J TW C'4 w Q 0 Z O �n u; cc Y_7 � d 1 1 �P •THf;G��� � ki�o F CA P I FIS FCAfzV-lF!i� E0►S CDe--)Li H14� DN;.Y '✓�:)L-T: Z09/' Z3 0 1 PH E- 15,5 AM?--5 UJE;yHT. 3Z4) ,Q I LSC Yt ' EF— I 50 L r M 1 Q L I IJ E E Y ! - -57 T.HERM0 ,57AT �1. ►._i, Q Pc achy EI.�T � J y i i ] uj i s Y CITY OF T*ARD _ xI Approved............................................................. FM Co ndRlCmally Approved ........................................ (( For nnly the �� work E d d In: ' PERMIT NO. I ZDV 14, See leftrto: Folloi-,................................. ..... .[ I ! (o4GcFrM 17" � Attach.............................................. .f. Job k - ..�. = _j N JJ --- Out Cr / ' I Tij,AL TIN V,' LLCY FIRE NARSHAL OFFICE I APF F,,)VF[j CONDITIONALLY APP;1 LVED . . . . . . . � � I y� APPROVAL C'F Pl AN$ IS NOT AN APPROVAL OF CR C VEI•aSIGV1 rs E D IETTER. r", E F I 'C) COD 7) _ PLANS E-XA 1INEFt GATE SHEET N O C Y 4 OF f SCALE - I -G" JOR NO 6975 SW 9ANDBURG STPEET• 2 OF 1. ? ITT "�" �I'I��I1_II'C IiI'►I II � I ��I �II1I9II�IZII�I1II�IfI7LII 1Z1�11I 1A111l191i1IZ11�11 I II�IIIZ�II I S111I11I,6'1j1 ZIIIIIIII�tIIIZIIII Ii IIII SZIIII II+ IVIITII�I VZI II qIII I IILl6iI�llIZlI llI lIllllIl6lI lI�lIlIlI�llI�IllI lllI ll II II II I IIII IIII I I I�II I9IIII tI II 6I I 4I-iIII I-III-II-I-I�IfiI-I-I��II tII IIII—I IJIEII I 7(IIIIjIITlII TZI I�1iIIl 1 I 1 I I IfI3I I-I lIIi I I►III III I I iIIIIIIIIIl—IIIiIIIIl I LIII.II III1lWI G_.l►LL�1I.S�I! ILII�!(_II—I I_._I �_I1I.I.-I-II III—IVIIIJ I-I I --I-_ 11111 THAN IIS NOIATIQN, 1I�,i�IuNeI�I OCTOBER 26 THIS DOCUMENT IS LESS IT IS DUE, t0 THE (LlAi,TTY OF , No.36 THE ORIGIJAL DOCUMENT. 91 �8 I IiIILiIIi II�IIItIFT1,BT LII6ZII gXIL _ 1 _. ... ...,._._��p._._.�..�...�.�.._,..,...�...�...�...�,__._...._.._.._....._.._...,....._...y.._.. �n n rn �n I rrr► MAMRAIKK�- �mqamq�� CITY OFTIFARD CPRI IrICATS OF' CITY TWID OCCUPANCY COMMUNITY DEVELOPMENT DEPARTMENT oftem 131268W HWI BW. P.O.Box 23397,Tipm,Orepn 97M(W)03&44 76 :-iTTE ADORLS5. . . 3 6 )75 SW SANDBURG 13T PARCEL: 2SIOIDD-00101 SUBDIVIOION. . . . 1 70NINGs C-P BLOCK. . . . . . . . . . d LOT. . . . . . . . . . . . . . CLASS OF WOR- K. iAL.1 TYPE OF USE. . . rCOM OCCUPANCY GRP. :0,2 OCCUPANCY LOAD396 TENANT NAME. . . ;TIME'S NEW-'PAPER Peniarks: Tenant Mn(l. Timer, Newspaper. 2iid flnor uwvlor: AMERICAN PROPERTY MAN:-,GEMENT 2154 NE BROADWAY V"ORTLAND OR Phone #. Uoritt'ac,tor'. JOSEPH HUGHEG CONSTRUCTION 10110 SW NIMBUS SUITE B-3 I'MARD OR 97223- Rvil 45645 OrcupAncy of -the shave referenced building is hereby Wivell, and certifies thi compliance with the State Of Oregon cjp�#cqaj.ty CoclEss for the group, coccItt ancy, and use?, undpr whif-h then -efev-001'Ved Hermit was issued. .fir A ,,,�' , IRE DEPAPTMrNT LAUI L_i3ING I CTOR FSU L.DI OFFICIAL. P(Yil' IN CONSPICUOUS PLACE INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection --- Date Requested_ u J _ Time A.M. Q P.M. Address r� 7� _� �/?��J — Perm*(t Owner Lot # Builder T --.-- -----The following Bailding Code deficiencies are required to be corrected: Presented to — _---- W* Approv,2o Inspector Ar1 Disapproved __'_ �, 6 Dere —. z�-�— CALL FOR REINSPECTION 0 YES 0 NO TEL EPIIONE MI•:MOGRAM CITY OF TIGARD/BUILDING DEPARTMENT REASON FOR CALLISUBJECT MATTER: DATE: TIME: PHONE NUMBER: PERSON SPOKE TO:- POSITION/JOB TITLE: CONVERSATION: RESU1,T,SIACT10N TAKEN: : . . . . . NOTES/COMMENTS: FROM THE DESK OF # IId SIGN PERMIT PERMIT 1: SGN91-0095 DATE ISSUED. . . . : 07/18/91 EXPIRATION DATE: OM'spp PARCEL. . . . . . . . . : 2S1O1DD-00101 BUSINESS NAME. . : TIMES SQUARE 'LONE. . . . . . . . . . . : C_.p SIGN LOCATION. . : 6975 SW SANDBURG LN APPLICANT/AGENT: C.P. BREIDENBACH BUSINESS TAX NO: --r—__..-_--- .-------.------�-- _�— SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY TEMPORARY ( ) WALL ( } OTHER (X} ELECTRONIC ( } ( ) BILIBOAR� ( ) BALLOON ( } SIGN DIMENSIONS. . . . . . : 4 X 18 TOTAL MGN AREA. . . . . . : 84 sq.ft. WALI. AREA. . . . . . . . . . . . 2880 sq.ft. WALL FACE (DIRECTION) : E SIGN HEIGHT. . . . . . . . . . : 4 ft. PROJECTION FROM WALL. : 2 in. ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGN: PERMANENT WALL SIGN. 4 X 18 = 84 MATERIALS. . . . . . . . . . . . : METAL FACE EXISTING SIGNS. . . . . . . ; 1 ELECTRTCAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FETE: $ 25.00 �l APPROVED BY: i DAT'S: 07/18/91 pexv-it No. --- CIV OF TIC"�Ye SIS PEMT pPPLICA' ON hcf�m ire the a t for the work i�Lcated °r areW �Pli� goL o `Ltje apP-i tplan �d ' �1�t acccnvw 6915 SM Sendburg � 5: ---`' name of th�b]dg• —6 53 3390 ON a the new _--- S03 SICG4 IDCATI ,gUAAE (I t Depth r IJtTE= - - TTMES `QUAR!i � Signs In Dep __ �� Or BUSINESS- ---��� a ch AN`L: .-- Y rel on all C:p.Breid�nb____ � P mist be t ` r,�-�''• A �,YCANT/ Business ` laVe a airrene• on s Bd 166135 an anrw Do You Pry c 3430 Or �_- City of Tig 11 the City' 1 t e-t n�--The r� d°u� t�ii�s U L Lar e - - o 140 �YFS �, 7,s ably) FF }IAYq-100 sq ft.SS3� pI2OP�ID SIGN: (C�eck C ( ) X00 + - x (T ( WI-CON p,-j_B0APD ( ) gtATlaa [)Xl7E OVER ( ) lo, w - n h s q_ f t• �` ,�_•_._._---- wide 4eu high x !__--- Ft TaTpL STGN ARF' (sq _ --- WALL AREA (�'g Ftcest �,W.L FACE:VV. -_ GHT (Ft) - — -'_ _ pN F1�M %BALL: ) 'y'E' ILUBION. YES 140 t t e i �F�: meta fa=e be on a third --- a i;n w�i e �--- tq,T' JALS: Times R e v i e��� --�- - STING SIGNS: --- `.— --__----- --- HOWmpam ° COMA _ -------- --- � ed by a sca le z be acO signnitwory s ►calmsIfuthowi zed ur1lnerY - DFP dr-awing al- plO�not Y�1 Can- O �t the P'nal pLANID4Qr - the up a s ign P� of per I ee_ 15) Sys aft the ass�,'d vo i d Rece�o `= - 11 b� null s OF ItiE sty PBCO' � rc� I CEKIFY p.,IYN AM HpEtX71M BY 'INE OWFY PROP�� OR At`t � _- YES ( ) 110 �t X11 peph Inc• Brei denbf-- UI� P YFS ( t4O 6 Signs in ton Rd C• TeiAalone JII �: 17 150 SW PilY.ing �---- dress Oregon G35 33 r)7035 Lati;o Oswego. 90 cp/BIQ'�'�� .V ( ,)03) T one�QAJARE SI'I'I': PLAN , t�?t, j.tir•'1 � -Jell AI'i'F2(11iiI1 cin, OF TI G A It b Tfele - ' APpli.ca.nt/Agent: Nrirne of llusiness TIMES SQUARE SIG14S IN I)GPTiI, INC, Address 6775 SN -917rdbun-- 17150 S W Pilkington Itourl Sign Owiici ,inn Nnnton- T"xi.ylin�; ';5 .�- Lake Oswego, Or. 97035 Tel .294 2141 - -_� Tel , (503) 635-3390 - - Contact. L Wall Are,. -- Ile gll t 6o'T 'I'enan t 1'ron Via! r FAX (503) 63q-2505 TOtaI Sq. Pt, 41POW p I,ct00 Contact: C. Ilreldenbach Sign area/IICiE;ht: 4'9 ' Width 19' Sq.Ft. 94' Oregon Cont:r.11oar.d A 66735 Sign Faces_wont I.q I.I.Cr Mal.CC.iot��i.:l�l1--rnr.r.- Colc:'r• Cold Mn9tytnfnnm ------•--•'-- CITY OF TIGARD - RECEIPT OF PAYMENT RECEIPT NO. :9 1-;?151182 CHECK AMOUNT n 50. 00 NAME r. SIGN173 IN DEPTH CASH AMOUNT 0. 00 kDDRESS 17150 F,-vW PILKINGT ON ROnD PAYMENT DATE 07,110/91 LAKE' 0SWROGI OR SURD I V t S I Ohl 97035- PURPOSE OF PAYMENT AMOLJN1 PAID r-*,tiRr-,OS[:- OF' PAYMENT AMOUNT PAID GN SI ON P 50. 00 ON PRMTS 91-94 3 91-95 AMOUNT V'SAIJ) -- -- --- -',I. 00 -� wf •w ww ■w w w s •w w w w SIGN PERMIT PERMIT #: SGN91-0094 DATE ISSUED. . . . : 07/18/91 EXPIRATION DATE: e)91181(71 PARCEL. . . . . . . . . : 2SIOIDD-0010.1 ZONE. . . . . . . . . . . . C-P BUSINESS NAME. . : TIMES SQUARE SIGN LOCATION. . : 6975 SW SANDBURG LN APPLICANT/AGENT: C.P. BREIDENBACH BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 4 X 1.8 '"OTAL SIGN AREA. . . . . . : 84 sq.ft. WAIL AREA. .. . . . . . . . . . . . 4000 oq.ft. WALL FACE (DIRECTION) : W SIGN HEIGHT'. . . . . . . . . . . 4 ft. PROJECTION FRGM WALL. - 2 in. IILUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGN: PERMANENT WAIL SIGN. 4 X 1.8 = 84 MATERIA.LS. . . . . . . . . . . . : METAL FACE. EXISTING SIGNS. . . . . . . : 1 ELECTRICAL PERMIT REQUIRED: NO BUILDING; PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PER74IT FEE: $ 25.00 i APPROVED BY: U V 'w�� I DATE: 07/18/31 i I I d Permit No CSl'Y OF TIGARD SIGN PE31�11JT APPLICATION The applicant hereL applies for a permit for the work irxli.catn_d c r as shcx.at in the acoai>Txv7Yirq Plans vx3 specifications. 6975 SW Sandburg SIGN LO=ON ADDRESS: 7,C3[�I2`fG: NAME OF BUSINESS: TIMES SQUARE (It's the new name of the bldg_) C:P_ Breidenbach Signs In pepth, I 5Q3 635 3390 AP�I.SC.AN1'/AC,TN),: Cl�htPANY: -- -- _ ��iC7NE: .� The City of Tigard .i.Tqyoses an arunitl Business Tax wtild, lust. be kept current on all pexsor>s doing basisx�s in the City. LX- you presently ?lave a current bClsinx---s tax? Yl�s (X ) NO ( ) U.L. Iateel 4 Lice, nse# 3430 Ore. Contr, Bd. #66735 PROPOSE) SIGN: (Choc--k as nvany as apply) Pry SII' ( X FREZAY ( ) o - 24 9q.ft310 Tr�mlaR ( ) WNLL (X ) :S_jD7r jDNIC ( }24-100 sq.ft.$ 25 P,ril 3a-ARD ( PALLLCON ( ) 100 - - $35 SIGN D]M NSIONS: 418" high X 18' Nide = 84 sq. ft. C<PIRATION DAU' : 'TOTAL SICf AREA. (Sq. Ft.) ' 8h MALL AREA (Sq. r. ) _----- T,LN,LL, FACE: _ .i�11t West -- f-EIGUr (Ft) IJTFX.'I'ION FRCti WUZ: 2^ _ �__----- LU 1AINATION: YFS ( ) NO ( * ) SQUAR COPY E: ._..— --- — i1A1`FRTAL.i: metal race Styrofoam Letters EXISTING SIGNS: Times Review sign will be on a third wall AuffMSTRkTIVE EXCEPTION: N/A HOW MUCH A REI{ ( ) HI;IU ( ) Q:XvII•11'NIS: -- PLAN IW, DEPARTMENT' A11 sign permits n ist be ac ompanied by a scale Permit Fere:�`- ,3rawing a,d plot plan. If work authorized urrl--.r Reoez t_No: `11 -.)-I � S a sign p-rmi.t has n 'rte.-- ot n �rgTleted within ninety App�ovgo BY: Vt j 3 c c hr i days after the issvauy-�e of the permit, the pe-rmit Date: '7 - t $ —QI shall be`Dme null arrj void. F _TRICAL PERMIT I CERTIFY 11HAT I AM THE R a)RDED OWNER OF THE RFVJIR D: YES ( ) !JO ) PROP= OR AN )Vf W' AUI1-K)RIZED BY IHE TMNER. BUILDI?r, PLRKI'T RBQUMED: YES ( ) NO � � ApDlicaru Signs In DPpt:`h,Inc. 17150 SW Pilkington Rd. C.P.Breidenbach CP1BfC-TS;•II' Address Te1e--�ior>n t:: \FnP.D\G'7.•?)E%\ Lake Oswego,Oregon 97035 ( 503 ) 635 3390 Fan 1RK 'n' PI AN i i r�r,pAC1 Applicant/Agent; Name of t1� JBus7nee;; 11ME5 SQUARE SIGNS IN OF,P9R95 SW Somdburq , INC.iNC. Address __ 17150 S W Pilkington Road Sign Ow'ncr .ton Mesion i i i g 'IT ik;n Lake Oswego, Or. 97035 Te1.2_84 2147 'urt.1 cy�l.c Tel. (503) 635-3390 Wall Area Hr:,Nh1 60' fr Front at{!'100'7 FAX (503) 636-2505 Total Sq.Ft. *,000 Contact: C. Breidr_nbach Sign arnn/Ileic;hr 018" Wi r,1 18' Sq.PI . 841 Oregon Contr.Hoard A 66735 Sign Faceswest w410W)ot tj„ir 1,roCtor Metkrial ( �Inr• Gold etslY Per" 9tyto Pon• �► �r' � +w � air � ww �r +�r SIGN PERMIT PERMIT #: ;3GN91-0092 DATE ISSUED. . . . : 07/17/91 EXPTPATION DATE: 0`i/O/V1 PARCEL. . . . . . . . . : 2S101DD-00101 ZONE.. . . . . . . . . . . : BUSINESS NAME. . : TIMES REVIEW SIGN LOCATION. . : 6975 SW SANDBURG LN APPLICANT/AGENT: C.P. BREIDENBACH BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 4 X 18 TOTAL SIGN AREA. . . . . . : 77 ©q.ft. WALL AREA. . . . . . . . . . . . ., 6000 eq.ft. WALL FACE (DIRECTION) : E SIGN HEIGHT. . . . . . . . . . : 51 ft. PROJECTION FROM WALL. : 2 in. ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGN: PERMANENT WALL SIGN. 4 X 18 = 77 MATERIALS. . . . . . . . . . . . : METAL FACE EXISTING SIGNS. . . . . . . : 0 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 25.00 I I APPROVED BY: - DATE: 07/17/91 Permit No- CTT'Y OF TICARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the aooampanying plans and specifications. 6975 SW Sandt�urg � SIGN LOC'MCK AD SS: 'IRONING: Times • Review NAME OF BUSINESS: APPLICANT/AGENT: C:P.Breidenbach 0g,ANY, Signs In pepth,I E: 5Q3 635 3390 The City of tigard lirposes an annual Business Tax whi�mast be kept current on all persons doing busies in the City. Do you presently ve a current business tax? YES (X ) NO ( ) U.L. Label Lice, nse # 3430 Ore. Contr, Bd. #66735 PROPOSED SIGN: (Check as many as apply) PEId'TANE (X ) FREESTANdDTI;G ( ) FRFEKAY ( ) n - 24 sq.FL.$10 TFIVORARY ( ) WALL (X ) ELDC'II20NIC ( )24-100 sq.rL.$ 25 OTHER ( ) BTT HINRD ( ) BALLOON ( ) 100 + - $35 SIGN DIMENSIONS: 4'3" X 18' Nide - 77 sq. f t. EXPIRATION DATE: TCITAL SIGN AREA (Sq. rt.) : _ WALL AREA (Sq. Ft.) : 6,000 sq. f t. ? WALL FACES East l{ELGHT (Ft)-- PRaTECT'ION FROM WALL: 21' =14INATION: YES ( ) NO TYPE COPY: Times Review �tATEFtIALS: taT-Face - _ Styrofoam Letters _ EXISTING SIGNS: -0— (Building has it 's own sign at top of_bldg. ) ADMMSIRATIVE EXCEPITON: N/A ( ) APPROVED ( ) HOW MUCI-(�_—% AREA ( ) HLZC;Ffr ( ) CSMIENTS: PLANNING DEPAFIMENT _ All sign permits mast be aoompani_ed by a scale Permit Fee: ;I S drawing and plot pla.i. If work authorized under Receipt No: I / -- I a sign permit has not been ampleted within ninety roved 1C :Y days after the issuanoe of the permit, the permit Date: J i !/ shall become null and void. ELECTRICAL PERMIT I C I-MIFY THAT I AM 'IHE RECORDED 04dNFR OF THE REQUIRED: YES ( ) NO ( PROPERTY OR AN AGENT AUTHORIZED BY TS-[E OWNER. BUILDING PERMIT (17 0�11 6��� RF�UIRED: YES ( ) NO (�) App l z s Signa — Signs In Depf h, Inc. 17150 SW Pilkington Rd. C. P.Breidenbach cp/E3KMPFfI' Address - --- Teleohone N: \WORD\CXx-lDEJ\ Lake Oswego,Oregon 97035 ( 503 ) 635 3390 Ire Al IdU�'[ill 1 i 'rimes Review Appl[cant/Agent: Name of Mini i g_._ ____-_--- Addrec+s; 6 �i 3W -ynndbur SIGNS IN DF.PTII, INC. 'Pimes/ftevic�xic�tin`g 57gne 17150 S W Pilkington Road Sign Owner Or. 97035 1'e1.684 0360 Contact Steve Clark�ualig) Lake Oswego, wallAreaHeight 60�71,enant Fronta--Be�o� Tel . (503) 635-3390 6,O00? FAX (503) 636-2505 'Total Sq.Ft. Sign area/Height 5I" Width 18�Sq.t t. 77 Contact: C. 8reidenbach R East SF Direction oregon contr.eoard N 66735 Sign Faces _ Color Gold 1,etter Material _._._.----.-- Metal face Styrarnam T- imes R,( VleAT I20MMUNITY NEWSPAPERS INC. arr oF Date RNS - FIR ST O\ c'S NT RY a� a E. K LN NJ ,Jt -�►- D PARI( I W D m I` Q- ��hARLE Y �KRUSE S w TECH WA Y CENTER DR c:jj�y ()e 'rtr,nnt LANDMARK LM llv�C-jS W . MEADOWS R D BON I TA R D K I Mei CT . (D 1 0 Q Q BUR MC. R S KESPEARE a LEINE ST - c CITY tall TIGARD By Title ni aA.I(4 A tA CITY CN TIFA RD Cffy COMMUNITY DEVELOPMENT DEPARTMENT C M � omem 13125 SW HWI BOW. P.O.Box 23397.TOW.OreWm 97223(6031613D-4176 , PEW, 639-417' DATE ISSUED: 07/15/91 6975 SW SANDBURG ST PPRCEL. : i kL) I V ISI UN. ZONING: LOT. . . . . . . . . . . . . . 01'�5 OF WORK. ALT GAP8-AGE DISPOSALS. M0BIl-E HOME SPAU"S. VI" F- OF USE. . . . .-COM WASHING MACH. . . . . . . : BACKFLOW PRE--VNTRS. . :,? t-IPANCY GRP, . :13.' FI-OOP DPOINS. . . . . . . 1-RAPS. . . . . . ILS. . . . . . . . .23 wwreR HE=ATERS. . . . . . s CATCH BCqSINS. . -- L-AUNDRY TRAYS. . „ . . . 9F PAIN DRAINS. . . . . . . . . . . . . . . URINALS. . . . . . . . . . . . GREASE TRPPS. . . . . . . .. OTHI--.:R FIXTUPI-..i�.. . . . . �HOWE RS. . . . SEWER LINE (ft ) . . . . "R CLOqETS. , WATER 1-11`4:7 ( ft ) . . . . RAIN DRA114' (ft ) . . . . TWO PP DEV ICLS FEES MONA(K-'MEN7 + time a m o .(n t Iry date [IJBL-IGATIONS pFRM'r $ 25. 00 JLH 07/15/91 A4 IfINDBURG 5PIC," f I. 25 JL.H 0217/15/91 - -- --_.____..___._..___-._.,._..._____-- ,' 1L_A PLUMP T 16307 OR 97E 16 16 $ —44 PLUUIRED INSPECYICINS s i5sued tub*je:t to the requAtions Contained in the F-'jrlal ln-,�pectjon Code, Statt. ,f Drp. Specialty Coder and all other iaws. All work will be done j, accordance with This permit will emoire if work ie not sta-ted d8vs of issuance., �r if work is sulpffded for more ............ jr',S*0e'0tion 639-4175 i CITY Or- f T tiARD RECEIPT OV PAYMENT RECE T PT Nf_'. i 91--2153Pb CHECK AMOUNT c-%. i?rj NAME a PE"h'I NSULA PLUMBING C ASH AMOUNT 0. ILI0 ADDRESS a Prl BOX 16307 PAYMEN'r DATE a 07/15/co t SUBDIVISION PORTLAND, OR 97216— PuRr-oar. OF PAYMENT AMOUNT PAI D PURPOSE. OF PAYMENT AMOUN T PQ I D PLUMBINO PERM P5. 00 ST.µBUILD ...PER 1,975 S?W SANDBURG F'O I AE_ 0MOUNT PAID _ > 26. 25 INSPE(RION 11(1TTCE ^� ` city or Tigard Ruildl.og Department 13125 SN Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-G-Phone): 639-4175 Business Phone: 639-4171 Inspection:__— Footing P1 . Underelab Mech. Rough-in Appr/Sdwlk Found. Mg. Top Out Gas Line FINAL: Poe`./Beam strur_t. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. l Plbg. Underfloor Water Line Gyp. Bd. -Maoh. ' F Date Request/ed: �T[ 7,i/m_e= Address:1,'e;) 7 -- Pbrm 1 eF/-�j� Builder: ` -a - THE FOLLOWING CORRECTIONS ARE MWIPADI Inspectors _ APPROVED DISAPPROVED APPROVRU SUBJECT TO ABOVE Call For Reinsp. 1'Is_rj TTGN NO gg City of Tigard Building Departeent 13125 SM Ball Bloc'.,. Tigard, Oregon 97223 Inspection Line (Ree-O-Phone): 639-4175 Business Phone: 6.39--4171 Inspection: _-—__--- Footing Plbq. Otldtlrslab Neth. Rough-ln Appr/Sdwlk Pound. P1bQ. Top Out Gas Line FINAL: poet/Ream Struct. San. Sewer nraming -Bldg. poet/Ream Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor 7 Water Line Gyp. Bd. -Mech. Data Requested: / -C Timet AM _Y__-1 PR Address: Builder: f Cir- ' Z& THE FOLLOWING CORRECTIONS ARE REQUIRED: _ Y lnsl�r-tor: ✓ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. OPSIN Vq� TUALATIN VALLEY FIRE & RESCUE n A AND BEAVERTON FIRE DEPARTMENT _ FIRE MARSHALS OFFICE (503) 526-2469 POSTED: FaR OCCUPANT CONTRACTOR BLDG, PERMIT 0 'J O PROJECT NAMEIAQ4f-e�. . S 5 �! PLAN REVIEW (k LOCATION �^ J5� JURISDICTION: 1= Be, 2= Du, 3= K.0 4 Tf, 5= Tv lt. 7= Wi, 8= CC 9= WC 0= MC COVER FINAL. SPECIAL FOLLOW-TJP/REINSPECTION ( ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/ih►derground) E-1 Alarm System ❑ Hood EYtng Systems ❑ Conference Spray Booth ❑ Ceiling Cover ❑ other- fl— therr4 t K J I wR'1 c:�t(� r 41. T 6 ov 4&.1 All If 644 ILI,A 15�e- ) 9236 0 -- (� z- cv �B1 �MS r �,v ,v _ Q -�O- S -L ft tit If I OT t X11, Date:_ a1 Inspector: t i, CJTY OF TIGARD HERI-CEICECEIP-AMOOUNT VIT OF PAYMENT R1 N . 91 ---jR 14940 , CK 25. 00 CpL'jj-i AMOUNT 0. 00 NAME SIGNS IN DEPTH PAYMENT DnTE 07/02/91 WIDRESS = 17150 SW PILKINGTON ROAD SUBD I V f SIGN I-AKE 0SWE60, OR 97035-- fr'lJ14,F'CISF- OF VAYMENT AMOUNT PA I D PURPOSE OF' PAYMENT AMOUNT V-01D 25. 00 PERMIT l (ittil, nMOLINT PAID 00 INSPSCTION_IiO�ICE ) city or Tigard Building Department 13125 BA Hall Blvd. Tigard, Oregon 97223 •••+++/// Inspection Lina (Rec/-O--Pho e): 639-4175 Rualnoas Phone: 639-417 Inspection:_—� i' i yoz Footing Plbg. Underslab Mach. Rough-in Appr/Bdwlk Found. Plbg. Top Out Gas Line FINALt Poet/Beam Struct. San. Sewer Framing Bldg. ) - Post/Beam Mach. Rain Drain Insulation -Plumb Plbg. Underfloor Water Line Gyp. Bd. -Hoch. Date Requested: l Times AM PM i Address:-__ Permit fL._ �_�C./ Builders L THE FOLLOWING CORRECTIONS ARE REQU?RFD: / /J C''� //iE'C� ,I ry�(f;' �' /t��Pe _��C� L�•�/tClJ TO�f E 0 _ Dirt Fc��. 5- TZI r Inspector: _APPROVED �- DISA PROVED _ APPROVED SUBJECT TO ABOVE Call Far Ref nap. iNS�'¢CTION NOTICE City of Tigard Building Department 13125 BO Ball Blvd. Tigard, Oregon 97223 e Inspection Line (Rec-0-Phone)t 639-4175 Businens Phone] 9- Inepectiont--_ — �- --_- --_� Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Ream Struct. San. aewer Framing -Bldg. Post/Heam Mech. Pain Drain Insulation -Plumb. Plbg. Underfloo- /sWater Line Gyp. Bd.) -Hoch. Date Roquentedt� �" Times A�Mj PM Address:_4�2 1 ?_f Permit Builder ._,-_„ THE FOLLOWING CORRECTIONS ARE REQUIRED: Inepeotort - ---- Date'-- ------------ APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. CIT Y OF TIGA RD PLUMBING PERMT CrIYOF TMRD I--'RMIT #. . . . . . . . PLM91- COMMUNITY DEVELOPMENT DEPARTMENT (a 091100" 131268W Heil Blvd. P.O.Box 23397.Tigiud,Oregon 97223(503)6394176 )OTE ISSUED' 06/14/91 SW SANDOURG ST PPRrEl.. - OSOOOXX-00000 TA V I V 153 10 1\i- - - ZONING: f ICK. . . . . . , . . . .. LOT. . - - # . . . . . .. . . .. ALT GA9LAAGE D I SPOSALS. - MOBILE HOME GPnCE�33- OF WORK. . . BAC Y'PE OF' USE. . . . .COM WASHING MACH. . . . . . . : T RAPCKFLOW PREVNTRS. . GRP— -,B2- FLOOR DRAINS. . . . . . . 1.). . I . . I . . . . . . . . . . . . . . WATER HEATERS. . . . . . : CATCH BASINS. . . . . . . LAUNDRY TRAYS. . . . . . .. BF RAIN DRAINS- - - - I NKS. . . . . . . . . . URINALS. . . . . . . . . . . . . GREASE TRAPS. . . . . . . PVATORIFS. . , . . OTHER FIXTURES. . . . . : !JS/SHOWERS. . - - -- SEWER LINE (ft) . . . . 1 1*P,I? C L 0SL I '7i- WATEP LINF-' ( ft ) . . . . : 1:')HWASHERS. . . RAIN DRAIN (ft ) . . . . 9 Tenant Mud. TiflleT, NeWSPaPP--- ":'n d f 10 C,T --- ---------------- FEE'S 'RICAN PROPERTY MANAGF-MENT type �i m o i-i n t by date �Yll--S PUBL I CAT I ONS PRmT s 25. 0l a JLH 1016/1A/91 )75 13W 3ANDBURG P1--CK $ 6. J144 06 4/91 .) 1:10PI) OR 97223 $ 1. 25 JLH 06/14/91 tt-.Actort PLUMBING EAOX 16307 ,W ', t.-AND OR 97216 # 761 -0500 4 50 TOTAL 224 4 i REQUIRED INSPECTIONS ------ 'his permit is issued subject to the regulations contained in the Top—oitt Inso iqard Pluoicipal Code, State cf ore. Specialty Codes and &I I other F'i n I I n 1i pert i On :Acclicable laws. All worP, will be done in accordance with ------ iooroy@d plans. This permit will expire if work is not started 'r,0 days of issuance. or if work is suspended for more ....... ............. Call At A for- i n s*pec_t i on /5 KX-WXM-ql-X-MMRAINELMRALOMMKALmq��� CITY OF' TIGARD RECEIPT OF PAYMENT RECE I P NO. r 91 14 366 NAME : WF`3TON TNVESTMENT CO CHECK, Amom\rr - 32. 50 ADDRESS 2 k.'1434 NE BROADWAY CASH AMOUNI - 0. 00 PAYMENT DAT[ - 06/14/91 PORTLAND, OR 9-7232.- SUBDIVISION PURPOSE OF PAYMEINT AMOUNT PAID PURPOSE OF PAYMENT OMOLJN I" PA 11) PLUMBING PERM 25. 00 PLAN CHECK FE 6. P5, BUILD PER 1. 2!; I MES PUSL i cri-r I ONS SW S)ANDBURG 101W AMOUNT PAID --,o ve M a. qw e, w *. aw ae .a Iw INSPFCPION_NOTICE ` City of Tigard Building Departeent. 13125 8w Hall. Blvd. Tigard, Oregon 17223 Inspection Line Rec-O-Phone.): 639-41.75 Business Phonet t39-4171 Inspections Footing Plbg. Underslah Much. Rough-in Appr/sdwlk Found. Plbg. Top out Gas Line PINALt Poet/Beam Struct. 'an. Sewer (L__tq:_/ -eld9• Poet/Beam Mach. stain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mach. Date Requested: L ' !/`,?i •/ Tit _ __PN Addreun: E � '=A �C ' c Permit ♦: Builderz 7 THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: /_ �---� -------------- (L>__ ^ Dater / Y APPROVED DrSAPPROVE7 -A-- --- APPROVED SUBJECT T-) ABOVE Call For Reinap. -W 'IF_ �w •wsi ear ass CITYOFTIFARD CrIYOF BUILL)TNG PERMIT COMMUNITY DEVELOPMENT DEPARTMENT Mom E.RM I T 4k. . . . . . . : BUP91 13125 SW Hall Blvd. P.O.Box 233gf7,Tigard,Oregon 97223(503)639-4175 __/ ,1.1 50NDIBUK's ST PARCEL - ZONING: . . . . . . . . . . ;"LOOR OP AS EXTERIOR Wr4l.L LW"11RILI: FIRST. . . . Sf No S1 E: W ,3ECONF).. 5f PROTECT OPENINF'S') THIRD. . . . :8000 Sf N: S: E- W: -ri')'TAL­­__­_1 13000 s f ROOF CONST: FIPE RF'J ') * BASEMENT*. : Sf AREA SEP. WrEl): (30RAGE. . . : Sf OCCU SEP. RATE D- SETBACK T REQUIRED_________.... .__..____..... {., f.!" f': f EQUIRED--------- f t IRGHT- Ft F I R SPKL!'v SMOK CET. . - Y RNT- ft REAR- ft FIR AL.RM.Y HNDICP ACC:Y IMP SURFPCE: r Rn (-.o R r3-. 'y PARK I NG i 1!ewspaper. 2nd floor FEES type amount by date e v W v PRNT 2,8 3. 0 121 J L 1-4 0 1 1. L PLCK 183. 95 J L H 06/11/91 2 FIRE a .11,3. c::ill JLH 0 /11/ )1 P C 7 14. 19 JLH Of,/I l/9.1 PEOUIRED INSPEC- li(P)b —vullaticns contained in the Framinq Insp -ialty Codes and all other trISUIP.tIOT1 ITISf) rnr Acco"dance with Gyp Vc)ar-d Insp if work is not started Sup I'Pilng 111sp is E,,soended hr tore Final Tnsv&c-tion 1 Ft+r ­inspection I. . ' 639-41-75 C I-C Y OF T I GARD RE C:E:I p CJF PAYMENT RECE.I PT NO. t 9 1 142 1[ CHECK AMOUNT a ;;94. 30 ` NAME t WE,TON INVE=STMENT CO CoASH AMOONT t +Z►. 00 ADDRESS t AMFR I CAN PROPERTY Mr)NMN r PAYMENT DATE : OFA/1 1 /9 1 i 154 NE: BROADWAY SUBDIVISION POPTLAND, OR 9-1232 PURPOSE OF 0A'YMI=:N1• 0MCll IN'f PAID PLJftF'C]:1E: OF PAYMENT r-IMC1l.IN7 i<''W I D BUILDING PERM~� nLJP91 10 _..__._..•,ry83. 00 ST. BUILD PER R F Pt.AN CHE Q% �k,' ./• .r.�ry y;1 71.IAi_AT I hl VAt_L 11.3. ro I I��t W1II..DING PERMIT BLJP91-011.0 , X94. 3V� 1 0TAL_ AMOUNT PAID — > t� � r A s-12V TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• N. ?. Box 4755 • F3eavarton, OR 97076• (503) 526-2469• FAX 526.2538 May 22, 1991 DenniE McCure 570 9th Street Lake Oswego, Oregon 97034 Re: Tigard Times Remodel First Floor Suite & Second Floor Suite 6975 S.W. Sandburg 58890-001-006/58890-001-012158890-001-011 Dear Dennis: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire code (UFC) , and other local ordinances and regulations. Plans are conditionally approved subject to the following items: i . Fire Extinguisher Requirements.: Not less than one (1) apprcved fire extingLtisher(s) with a rating of not less than (*) shall be provided for each (**) square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of' the building shall not exceed 75 .feet . UFC Sec. 10.303 (*) 2A10B:C - Light and Ordinary Hazard 4A-10B:C - Extra Hazard (**) 3,000 - Light. Hazard 1 ,500 - Ordinary Hazard 1 ,000 - Extra Hazard Note: Where flammable or combustible liquids- are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements in National Fire Protection Association Standard 10-1 . "Work/nt".Smoke Detectors Save Lives Dennis McCure May 22, 1991 Page 2 2. Automatic Sprinkler Head Coverage: Second floor head coverage appears to be acceptable with the exception of possible head location adjacent a wall in the cam office area where new partition is bei.:g .installed. The first floor area head locations were not shown on reflected ceiling. Heads shall not be located closer than 6 feet to each other. If closer baffles need to be installed or heads relocated so that cold soldering will not occur, heads shall not be placed further than 7 1 /2 feet from partitions nor closer than 4 inches to a partition. .1 . Approved Plans on Job Site: One set of approved plans hearing the stamps of the building devartment issuing the construction permit- and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UAC Sec. 303 4 . Required Occupancy certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained froi-,, the building department issuing the construction permi, . UBC Sec. 307 If I can be of any further assistance to you, please feel free to contact me at 526--2.502 . Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: 'Tigard Building Department ' 83/89/91 12133 9 583 684 8954 CPRLSOH T95TIH41 02 CofnedwC*R ln�pn�cib�j RteArnf T1rus Carlson Muting,Inc. Jane.ary 9, 1PP�, T Ra lar MIA OM,-cow IM3 CM 9 5 11 iso I4Ne 1Mo1N, YIELD IMPRCTION RIFORT DAT38 COVERRDi December 11, 1990 i January 3, 1691 rRojacTe McCaw Coe1 unications - Crossroads Center ADDRS88e 6995 B.M. 8andburg INSP3CTOR, C.M. Yuckert 0436 12-21-401 CTZ representative was Galled to site for inspection of welds but no one was present at site to supply drawings of required welds. CTX rep is holding report until drawings are received so that they say be compared to mark that has been don*. 1-3-911 CTI representative received drawings today and found that work done poets or exceeds drawings. Respectfully submitted, CARLSON TEBTIXGj INC. Douglas M. Leach President CNYepjb ccs Precision Construction Co. . , n a MECHANICAL RDCITYOFTIGAP iL*R M IT CnINOD "E.RPUT COMMUNITY DEVELOPMENT DEPARTMENT anooM 11125 SW FWI BW P O.Box 23397,Tigiud,0"qnn 97223(503)M4175 DATE ISSUED: J.1/15/90 1i i s L:;)1.). 6J 4 krW b r 111 L'Li U 1-%U L.vi PARCEL_., (JDP1V1G1ON. ­ :: TONING -( ONING . . . . . . . . . . x LU*T . . . . . . . . . . . . . (:)F' WURI,',. . -ALT FLOOR TURN. . . . a EVAP COOLERS: 111F: Of: USE. . . . -.('OM UNI' H1:`(1F'E'RS. . : VIENT F'nNS. .. . - 1 ()(_("'LJ1-:'ANCY GRP— zB2 VENTS W/O APPL: VUN*T' SYSTEMS: I';T 0 R 1r:S. . . . . . . . g3 B 0 1 L E'RG)/C 0 M PR t.S S 0 R -.') 14 0 0 1:1113.. . .. . .. . . . 0­3 'S. ' NCTN-. I (JE*'L 1'YPES--­---­----- HP. . . . act-.2 DOML 'I 3­15 NP. . . . ., CIOMMI.... 'INCIN' 110),, 1,14PUTv DIU 15-30 HP. . . . RU4)IR UNITS t FIRE 30. 5�;' 1-1P., . ., , WOODS1 OVE'S. . : 00S PRESSURE:. . . a t@+ HF'. . . . . CJ-0 DRYERS. . NO.. OF ()TR HPNDI ING UNJ F!J 0 1 HE R 1JH1 TS. V1..)PH ( 1.00K BTU- <=: 10000 efnic (41S OUTLETS. J-:-URN '­1.00K EA'rLJ- > 1.0000 c.,fill.. Rv-?ntatrksg- Odd roof--top ariteltriae, rentode.l it-wt. offiee. -al.ter & add -rilkip. '0;'ROW CONTIRS. IN(;. type amolt)-it la,v v date rer..P 11190 S. W. TUOI..(411N F(OAD P R M T $ P5., 00 Ill.OT TND OR 97062 5inur s 1. c25 Vltovie? Na 692-156."; P A Y M $ 3P. 50 14MR J1/15"O C,'(-)11 t r,A C t o r t ORF(.JSION (.'0NSTRLJ(',TT0N, INC. 10f?5 NF.' KIL) INGSWOR71-1 OVE ,OR I I OND OR 97218 ....... tf,-. 2513 4827 3i:'.. 50 7O711- el #. . .- 60684 REOUTRED I NSPEC.,11 DNS 7'1�S permit is issued subject to the regulations containeo in the me0lAvliral 11.1sp lipard Municipal Code, State of Ore. Specialty Codes and all other Coo.liriq Lhit, Iiisp 3oplicable laws. All work will be done to accordance with F'iTre SL(pp'r ItISP .............. ...... approved plans. This permit will excire if work is not started Dt.tet Iiii5pec.tiori within 188 dayn of issuance, or if work is suspended for more FiriaL Trisper_ticart than 181 days. ............. ......................... ........... ....... ............ f,m-i. C f:f-F. 5 J.[J)'I a t V ... ------- ('al .1 for ine-4vectioi-i 639-..4175 ..vrY OF TIGARD - lRL'CtllrT OF PAYMFNI RECEIPT NO. W—A-106826 (.'HECK AMOUNT s 32.50 NAME s ARROW rlFCHANIC-At. CASH AMOUNT s 0.00 ADDRESS 10290 SW ruf)t-n*TiN RD. F,AYMFNI* DATE s I I/ 15/90 JUALATIN. OR QUBDIVISION 67'75 SW SANDBURG ST PUPPOSE OF PAYMENT iWOUNT F,A I D PURPOSE OF PAYMENT AMOUNT PAID CAL 25. (A) sr. Puit.,i) Pf"re PLAN CHFCV' FE 6. 25 II ONE 697!15) SW OJ61) l0r(ll AMOUNT PAID -- .�,,+*�,;�►'fi+t�+'� "�'` war•�►''rINSR'tA��+�' 1'M�M�M'�1/MIfA�M1�,+MNr�!!"�d`uw'''k^',y�'$"q'h"''�`��'' �PS%N q< TUALATIN VALLEY FIRE & RESCUE AND BEAVER'TON FIRE DEPARTMENT_ FIRE MARSHALS OFFICE (503) 526-2469 POSTED: &R OCCUPANT C,, on CONTRACTOR ) r - `1 0 BLDG. PERMIT Its PROJECT NAME PIAN REVIEW It LOCATION r v 'U✓Z U — JURISDTCTION: 1= Be. 2.= Du, 3= K. Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER ' FNA SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAI, ❑ Framing ❑ Separation Walls C7 Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System 0 Hood Extng Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other L) u 6 4 do L5T V5 Ltd G&yyN tWl e-J , G 0 t c 1 o f J - 1z �v I -V 49-u.,,, I .c. . Date: `�' Inspector: �, ( (N •erA7.iL Aw *w vA•w L.a !w INSPECTION NOTICE City of Tigard Builriing Department P O Box 23397 1 igard. Oregon 97223 Phone 639-4175 Type of Inspection _ ' ` '� — l� d �� Time A.M._J___ Date Requested_ -- Permit #_ 7 Address Lot #_ Owner Builder ._ � e�1 The following Building C deficienci re required be corrected: 00 -- ,Approved Presented to __ [jDisapproved Inspector Date CALL FOR REINSPECTION ❑ YES ❑ NO V16 TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive • P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 August 27, 1990 Robert B. Polk 3--D Protection Systems, 1117- 3601 N.W. Yeon Avenue Portland, Uz•e(ion 9721.0 Re: Cellular One 6975 S.W. Sandburg Ln. Tigard, Oregon 609OD-102--025 Dear Mr. Polk: This is a Fire and Life Safety Pfa`iReview and is based on the 1988 editions of the Fire and Li C y (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans .for the automatic Halon system, proposed for the above captioned project are conditionally approved uubject to the following items: 1 . Trip Test: An inspector- from this office shall be called to witness trip test. Please provide twenty four hour notificatio i-rior to anticipated test times. Contact person will to R(,n Tobias at 526-2518. 2. Approved plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections . UBC Sec. 303 3. Required_Occupancy Certificate: Prior to the use and occupa.:cy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction, permit . UBC Sec. 307 "Working"Smoke Detectors Save Liv" Robert B. Polk August 27, 1990 P;;ge 2 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department M CITYOF TIIFARD OREGON August 17, 1990 Matt Hartman Arrow Mechanical 10290 SW Tualatin Rd. Tualatin, OR 97062 Project: Cellular One, MEC90-0169 6975 SW Sandburg Street Dear Mr. Hartman: The plans for this project were reviewed for conformity with applicable codes, and are conditionally approved, subject to the following items being satisfactorily addressed. 1. Provide details showing an automatic shutdown control from the halon system to the ventilation and mechanical systems. 2. Provide plans far any changes to the existing mechanical system or related equipment. You may get the mechanical permit for the project at your convenience. If you have questions, or if we may be of assistance, please contact us at any time. Sincerely, ti'ml Jaqu Plans Examiner FAX (503)6114-7297 13125 Sw Hall Blvd.,PO.Box 23397,Tigard,Oregon 97223 (503)639-4171 --.--------------- RF W1W1WAMW-1WU INSPECTION NOTICE City of Tigard Building Department P O Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection Date Requested L�– _O Tim /.X— A.M. _P.M. Address 6 �_S.�w'�':ht�. Permit Owner __ Lot # Builder The following Building Code deficiencies are required to be corrected: Presented toproved Inspector _ _ Disapproved Date CALL FOR REINSPECTION ❑ YES U NO W-XW y�6�d TUALATIN VALLF,V FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 - Beaverton, OR 97076• (503) 526-2469 • FAX 526-2538 August 16, 1990 Arrow Mechanical 10290 S.W. Tualatin Road Tualatin, Oregon 97062 Re: Cellular One Communications 6975 S.W. Sandburg Street Tigard, Oregon 609OD-.102-025 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are conditionally approved subject to the following items: 1 . Automatic shutdown of all air handling equipment upon discharge of halon equipment shall be provided. 2. Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 3. Required Occu ancy Certificate_ Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit . UBC Sec. 307 ^WovAins"Smoke Detectors Stave Lives REVISIONS BY �� f�",Af`+1�-i-.. .�"'�p� Ari�P'tt~•4"yr� l's Mti�, p1�r�r� �,p�r�" ' N tl I —, r- 7 `� \ it it � ' / �- y �� ., ..• _.----��•�--•--T.`�.--TS-'�-�—.ice - _ ! ? 14ly `�..� 11 AA F- iI.i2 J� �•. 0 W ..t z CC 10 � 4t 400 F- 0 Z � � AC C4 —_._--_ ------- a at L 0C,�T1 r*vl � iL I N I �y P LA .- �� t:--Iri � � _0 J "o W b � 46 � t� Ate• IJ I / - ,1 r •. og r AL . WPM 41 7—­ op \J r y t �r '�tit ,�,I�'•i ��'� •9 r"' �('�f� .�+ y, �, `,��/-f- I •1• � � y,! edr:. � v ,d 'ems AA . :�, .N�"' ., " ,1 . �f �""4 :'a 'y. �S. t �I'IJ ��(�n�,.AL�. ./,4 l�i�'1� �'�1��a ",I�Iw"II�4��:� �"', y.,�� � ''� '. � t ,',, h • / �f,,��♦ ._.,.....,r , r A �,,�• � { r n • .. t{�,rry�r tG17�.M' a �. !.+. t 11., �1'MI �,. ,� ,�.-.rG�'. ' :� � ,...rw.�, .a _ ,,�+ .Ii � ..{'Jti` i { - r'"a+eit: ''Vt �•'!Y" !1,.,.•;�';,•° wrp W"lL, 4y ,� I ,�.b►•"' `` \` / ,....-•---� �� •`�• - w 'AO, �� t rrif V '..• , �{.: �.•t•. . r �{ ,` ..r " .I,.^• n , , •a�,. r, i� aU!1 �. ... •.,. *-bt "'t A• - 4 �i ' . :Vf''r_ � 'irI I { hh .. '..r b 1.`• '' � t1,`� .� e� i .^ or' ey,,+ • �' N r�r ,t rl� •� I Y�p�`yt �✓�•W ��a., r'{AF .. I , r yr ,,,►t, ¢ �ttl ` ✓ ! : Int . 1� N � e� .+ .►•• �..It N. . «k j, •:) .,,.�{� ,::•4.' " \ r.�Y,r .{F' r1� i. .`.r,.�°Sw{r+"{'.k'�'►w�F' '�,IA t{A'�,' ""'!"`YY��'�'' R," ...1Mt": �A1.11.� 1:..1'+b ••1¢t "q �. 4 w CITY OF T*APD �,,. r. r T . a"5 • ^9'¢y«�,..� � ,1"t 4,i.,... ; y4 oJ/�ay.,'.'.. , 'G _ '•"rAW' App<t1�/Rd...............................• .... ....•...•... ....•.....( . .,. '�� N��r�; ' "�;w � ;� 't "'� .�. `� ,�� �^ ' :,,• .°h,•.� ' ''` � �� { �,� �� ..,..' .i . C�ondRioratly Approved ....................................... l: 1' fil Date 7 ,.v' tyr,,.Qa.p� �`..:�Ii:.:r :y.=iJGs•.y1p: .j ''Lr:+w•,. ` r�'' 'f j. ". r'' ,. Y., For only the imo '�.'`s a ' bed In. VALLEY tlf�� MAR9NAIt OfFICC µ PERMIT NO. (�[�-����...� APF'i1OVED +► ,,,ti .,,�. ,.� •, ' See Iettsr to:Fo�!ow........ .......................................1 I: CONDITION a `+ W,y . . ALLY AfJftif�QV�p . Ie�',�; �+ Attach ................................................( (: APPFt(}VA{, C.)P PI•gNs I OMISSIONS NO'r AN APPROVAL Qf N.3 Qui OVERSIGHTS. DI Awn ------------ ...r..-. .r. :_.-, _ Job Ad CNEQ LETTER . 697!; S W 5(-�I�.I I�ES l.;F?(; STREET •- — --->r.:..:_�._:_..._,..._..... �...._._...._..�..M.r.,......, .._..—.... _.. .�.�r. • By C)l= I t CJ b"" f _s . „a,ibtr%{`:a. gs; r►ae> r .,.avgyxa# Via•,y M ( J, n t 5hl et s - S LESS ...',..-,. _ t s IF THIS DOCUMENT I. ; I I I I I I I( I I I I I I I I I I I I I I I I I I ) I I V I I I I , », ' � �� LEGIBLE THAN PHIS NOTATION, 1 `L �� ' I I 5. 6 7 8 io 11 7__7T" No 36 �•.�_. _. IT IS ULIE TO THE QUALITY OF —_ ,__�___ _ _ __ �Y '%11111111114*40% THE ORIGINAL DOCUMENT. -- -T-- --- -_. - — - -- ---- ----- -- -- F - 7. IIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIlIIII!IIIlillllllllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII II IIIIIIII,IIIIIIIII IIII � IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIItilpw IIIIII►118'IIIIIIIIBIIIItIIIIiIIllllll II IIlJ11(I�llll�;lll Illllillllll!IIIIIIT I I iII�IINII'I 111111x111 ' e T I-T 4 IAP _4% 01 r •, . '+ ale ,► i 1 • r ', y • L � � � _.._-- _.� f s . � s 4 ri.. _- •w ..r w- ...r• _ ._ .. carry_ —• r.+r \ / Y _ 1 1 y 1 sie bp (cp) 0 (�/,0.00 I " #>I NZs r Z,%r n I I —o -- r { I J C14 (4 j I I N �I I r 1 ( I 11 x 11 If I a X it Nelms Is" ...,...�..�.« � `9 mei K •� """`�� _ ..,.._... ,. ,.,,_____ I Vol r i eJ �,,, a �• � x I � � , O � I r 1 � ! x .,... .. . ..._...» . �y I 7-4 V7 f , 01 I I (J I P -- ; sr — „ I 1 N er, liniw 7:� ,....� ._ „�.,.. - ---- - -- 40 cc 4- I I � I IUL _ _ ._.._. 14 01 IMoo •,► v � ••w taro _ Pd) fw 1I—) I S. k "� % +Q 111 _- _-_ ! - • 1� M,j, cc Ir tJ -19 own 01waa 7 --� c7t u); r I I - * '--- J I I CA CL WAS /0 -�' - 'a 1 M , 'w I t `r _. ,r-1 !/ t a !�vi v� lh, 'J , �� l 4a \ ��....ww ' .• +. . .u_ r 111 M t } /^.. �i.{ �1 MH I�.IJ►yr I Y!► •� �.,J �� � I � ►L �� , t+r1 NMI- .., r..' '.r 4 h,. �♦ .ir�:'� ° e � ,i''MI .. .r�, .;tl:�P '9�.I�'I ;1'` •aY-`. t ,y , M , r'I *--4 D P t.J k-:,G 5..I..F.. : E�[ .; �a �wwfac &*fft ov. A.-kAdW; -*WA"' *loll �1 `•1 ". T14IRWIN- III III III III III !4 I F THIS DOCUMENT IS LESS � , - 'A , ..,.,. . ... ., i• ( IIII 1 fI ! illl11111 1 I � I1ITT 1 11 ISI 111 - - I �,111 � LII � I ♦� LING I B LE TI-IAN Z H I S NOTATION , � � I I IOCTOBER 6 7 g p 26 9-3 IT IS DUE TO THE QUALITY OF - -� ---- - _ _l ' THE ORIGINAL DOCUMENT . ____ ___ � ___ �- No.36 - E 16Z 8Z LZ 9T, Z � Z ��Z ; TZ I OZ 6t 81i LI T 6 8 L 8 r► ^— �, _ —__. `_� a IIII IIIIII� Ii IIIIIIIiI IIII. illi IIII III! I I �I I11111I lllilllillllliilillill Ili,1lilllllll�l II I III II� Ili I II i II I I I illllllll IIII�IIII IIIIIIII IIIl�IIII III hill Iill�llll II I I i IIIIIII IIIIIiIiI IIII I I III Iill 1) II{ III ll ►II►II -11.1 Illllllll l 1 1 .1 ►lillhlil ti. Arrow Mechanical August 16, 1990 Page 2 if I can be of any further assistance to you, please feel free to contact me. at 526-2502. Sincerely, k'+ Gene B.irchi I1 Deputy Fire Marshal GB:kw cc: Tigard Building Department CITYOFTIGARD PUTI-DINC) PERNT I CnY0F 4' BUID914-02,38, 13125 SW HaN Blvd. P.O.Box 23397,T4pM,O"pgon 97221 (5031639-4175 GON PRIM. COMMUNrTY DEVELOPMENT DEPARTMENT 0. . bi"'W-190-0238 SJ-'1'E ADDRESS:).. .. ., 697' b W (.1 N D 1.4 U R C L KI 21,10J.DD-00101 ;-)UF11)I V [13 1:ON. . Z 0 H T H C-I:: F31 O C K. . . . . . . . . .. .. ................................................ RE I S S LI E a F*L.0 0 R 0 R E A S EXTERIOR WALL CON STRUC710H... C113)SS OF, WokV' OLT F.1 RS f N: W:: TYPES OF:' USE. CUM SECONI). . . : [-ROTECT OPENINGS,:4---.-...... ryl::,E OF- C0IqS*T. ::2FR :280 5i f N» S E* OCCUPf4hicy GRP. -.142 2 0 0 R 0 0 F: CO Iq S'T-.D FT.R E R E-r, -Y OCCUP"ANCY D A G 1::'PI F:N'T*. S f ()REA Sr.-.:r'„ 3 6 ft GARAGE. sf OCCU SEP. RATE"D. DS I IT? N III E Z Z71-N Rt CID R I:;'Q U I R E:D......- F:L.CO R L U A 1). . . . 0 PS-1 L.E.-:F'T° ft RGHT - -Ft FJR Sr:'Kl--.Y SMOK DET. . pY DWELI-11,16 r:RNT- ft REAR. -f t I- YR W...RM,-Y I-INDIC-l", ACC-. Y FIEDRMS: PATHS. IMP SURFACE: PRO CORR.-Y PORKING: VALUE. $: `:10000 1�eMA14,sn. (1d(l -rc)(:)f--tc)p 1)to)vi e-r f)RECTSION COWI-rkuc,riol type ni o i,i vi t by (I at re 1:)f, 13025 Nl::'. KILI INGSWORTI-4 OVr.*. DAYM $ (297. 1-5 JI- H 08/02/90 2W332I. PIRMI, if, 2813. 00 [?OIRIL.OND OR PLCK $ 1(33.9, 03 253-482*� F I R L $ ].:1.3. 21 ( C�I-)tv a V.t v)-r J., Pl-*2ECISICJN CONSIRUt"TION, INC.. r97. 1.., D C R 0 1.1 1.0 9(a 80P5 IqI.:1' KYLLINGI.-NORN-4 (WIz...' 0 RTI AND OR 97218 ....... 'l•101-lc- is (.253-4827 594. 130 TOTAL 60684 REC41.11RE'D INSPECTIONS This permit is issued subject to the regulations contained in the St-f'UC Steel 11-1sp Tigard Municipal Code, State of Ore. Specialty Codes and all other F-r A ni i ii q .1 ri s F) aDDlicable laws. All work will be done in accordance with 1115wlatio1l lrlrp approved plans. This permit will expire if work is not started Gyp Boa-r,d Irisp within 188 days of issuance, or if work is suspended for more Sk.l,F) Ceill-111 11.15F1 than 180 days. Mi 31 rlsr3ec.,ti 01.) ...................... Filial Ivispec!tiuri ............. c--r ni i.t-t i y 11 a t L, e ...................... ............... ............ ......................................... Y ...... .................. .................................. ................ ------------------------------ C-All W-P ir'sPertic)ri 639-4.175 Now —IT'l OF TIGAPD PECEIFT OF F-AYMENT RE(.-,EIF-'T NO. r';LECA AMOLATT F,PFC11SION COtMPLIC TION CO CASH AMOUNT D D F E 55 13025 N.C. IALLINGSWOPTH 33T. PAYMENT' DATE : "G., 10 SLISD I Y I S I ON t r-,I OPT I Allirl. OR 97';'1 El �7�;7!!, SW SANDIAUNG L.14 5E OP' F,A rMENT AtlC)LjrjT FF11110 F,UPr- rY E IN:" PA'010',IT AMOUNT PPID I.j 1'EPtl -3 n 01-10 ST. BLIft-D PF-P 14. I TOT(44. AMOI.A41 PATI'o I atri +.� +ar •� •ar +� TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE, DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OP 97076• (503) 526,2469• FAX 526-2538 August 6, 1990 Precision Construction 8025 N.E. Killingsworth Portland, ORegon 97218 Re: Tigard Cell Site Cellular One Communications 6975 S.W. Sandberg Street Tigard, Oregon Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire., Cade (UFC) , and other local ordinances and regulations. Plans are conditionally approved subject to the following items: 1 . Halon SKstem: Plans and calculations for Halon System shall be submitted to this office in triplicate, for review and approval, prior to installation. 2. Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department- issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 3. Required Occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit . UBC Sec. 307 "Working"Smoke Detectors Save Lives Precision Construction August 6, 1990 Page 2 If 1 can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department ✓! Stewart Gordon Straus 'ITY OF 1-IGAF.-I) RECEIPT OF" F'AYMEPIT RF-I--,,EIF-'T NO. STEWART GORDON GTPPL.I�; DIED!,' AMOUNT 297. 1-1 V,I E." GASH AMOUt4T P5532 SW JEFFER130N PAYMENT DATE PORTL..AND. CIR 97'41(:)j ._. Sur.-ID.1 v I CION 'S'ANI)[Ait(G Or PAYMENT AMOUNT PATI) OP PAYMENT AMOUNT PA I D ".HEu: FE 9-5c I'LlAt A TIN i. F,AIE) -------------- ?.T. Miller Engineering, Inc. y°f 1 F- ' CONSULTING STRUCTURAL ENGINEERS 503 '1.481955 Dates: L �yof Cp C�'o rf .�'o•I,dS G�..aG .S—FC 2 APAr✓f t 4 t-A, A/•/1" r,l -,e s sr 33 . , 33 _� �l 33 2- c? (Vl t �?/ . z ; 1 G �l T 9_} C\S,`t`�E�`PR�ffJ�✓, 9393 - �. Z3iti �i.' �� ?`yYi.. CCR[CON y��q S E F����� �U/ X05 2 - uF l R.T. Miller Engineering, Inc-1011, 503-248.1955 'INSULTING STRUC'URAL ENGINEEnS Da.;0: �//�90 .r � q N le, 57q • 5�: S � r loll TF/F/�,A 39 �--� ��G 1 N�,• `1n1 = /1ST ���� Oi1[CON G V f/+ ly JG�Y 22. �M4 S E. F 0�` /,1. r .� /,j l I _ y I9d or R.T..Miler Engineering, hic 503.248-1955 CONSULTING STRUCTURAL ENGINEERS 0 Date: P 6 3 S 7 i o� f r � , � Vii • y 1 7 3 1- ✓ T/P. �r jo f eon II 1 / P T -76 CtI1x�t. �« 1 c I FROfF� ��0�� Wil/ . �t ,``i L rG.CSE 6 /�<a.•/ 9393ORIEGO;e— / ',4S E. Te J-,ofs;¢ e 1y c�• Z X/2 — V I�Yy QED heokre _.. R.T. Miller Engineering, inc.'' goF 2 CONoUITING STRUCTURAL ENGINEERS •� (, C),z Date: 713 503.246-1955 c INE ' 9393 vti (i S +) rou `�...CR[GON � MqS E��� 20 l � / �O (�uq-) t.�. ' o I < f � . c FX 'S7 'c sTof,4c w�6 k 3 i w -- Y 30, 7y'� Qui ?Lew-4 e- c C f it-t S-7 �G 00/,o Cel, `s c�•c --,p y,r- Ae-f �1101'5,c / •„• (74- RW R:is Miller Engineering, Inc.' .__. CONSULTING STRUCTURAL ENGINEERS 503?.481955 Date: /-3/70 cu�' /L�.1. �o (,��f i Tei'( o'�'w 104 4ti /E PppFFn Irk, 9393 / OREGON �y ?2. 191'1 y0, 3 4 � Lxil 1 it/L � -- �- -'C G I NE r\� Q� 9393 r 4ts t ORLG ry \�ry2 21�t�^ r R.T. Miftr Ergi we", �/ '-�—Cft CG NSULTINO STRUCTURAL ENGINEERS C-!"?'o-s s 3M 10NCORD BLDG,200 S W VARA•PORTLAND,OA 91201 (503)268 1D55 mA WOOD DESIGN TEMPLATE------- 30-Jul 86----- L-Span = 0.0 it [+Mx] = 3.39 k-ft ex = 0.0 "-------- Client; CELLULAR ONE J-1 Trib-w = 2.00 ft [-Mxl = 0.00 Ht ey = 0.0 " DL = 15.0 lb/ft^2 My = 0.00 k-ft V max xx = 0.85 k x 12 DF-L No.2 2" to 4" thick 5" and widerll = 25.0 lb/ft^2 P comp = 0.00 k V naxyy = 0.00 k = O1; fbx = 1.286 < 1.438 OK Br'g = 0.163 < 0.625 at < 3" from end P_tens = 0.00 k Br'g max -0.85 k Visually Graded Sawn Lumber Cv = 0.25 Win OY, for +Mx 0.000 + 0.894 + 0.000 = 0.894 < 1.000 L/2160000000 for d DL = 0.000" from Inp, Win No -Mx L/2160000000 for d LL = 0.000" from Inp, OK fv = 0.069 < 0.109 V reduced by DL+LL = 0.080 k/ft + d from INPUT STEEL Client: CELLULAR ONE\R5-2 07/30/90 rev 02/27/87 P = 0.0 k Lx = 31.3 ft Cmx = 1.00 OK TOP 1.6-1a = 0.569 < 1.000 OK BOT 1.6-1a = 0.966 < 1.000 +M,. = 53.1 k' +Lb = 2.0 ft Fy = 36 ksi Cmy = 1.00 OK TOP 1.6-1b = 0.569 < 1.000 OK BOT 1.6-lb = 0.966 < 1.000 -Mr, = 82.1 k' -Lb = 6.0 ft Fy = 1 ksi Cbx = 1.00 OK TOP 1.6-2 = 0.569 < 1.000 OK BOT 1.6-2 = 0.966 ( 1.000 My = 0.0 k' Ly = 8.0 ft Fy = 1 ksi NO SIDESWAY OK tens flange = 0.569 < 1.000 OK tens flange = 0.966 Section area depth tw bf tf rt Ixx Sxx rxx Iyy Syy ryy logic W16X 31 9.12 15.88 0.275 5.525 0.44 1.39 375 47.2 6.41 12.4 4.49 1.17 0 SHAPE PLATES / CAP [bf] [tf] (rt] [Sxx] Syy top Af [Af] 5.525 0.44 1.39 47.2 2.245 2.431 2.431 INDUSTRY CONSULTING ENGINEERS Page 1 EL S'`���0 PR�F�s N \ G1M 9393 OR[$ON 1 .�y✓`�y 22. 1911 STEEL Client: CELLULAR ONE \ COL.R-1 07/30/90 rev 02/27/87 S E F����, P = 30.7 1: Lx = 11.5 ft Cmx = 1.00 01; TOP 1.6-la = 0.913 < 1.000 +Mx = 0.0 k' +Lb = 0.0 ft Fy = 36 ks, Cmy = 1.00 OK TOP 1.6-1b = 0.531 c 1.000 -Mx = 0.0 k' -Lb = 0.0 ft Fy = 1 ksi Cbx = 1.00 TOP 1.6-2 = 0.000 < 1.000 My = i1.0 k' Ly = 11.5 ft Fy = 1 ksi NO SIDESWAY OK tens flange = -0.913 < 1.000 -- INPUT a LENGTH FOR +/- Lb Section area depth tw bf tf rt Ixx Sxx rxx Iyy ' Syy ryy logic SW ] 1/2 2.6795 4 0.226 1 1 1 4.7877 2.393859 1.336700 4.787718 2.393859 1.336700 7 SHAPE PLATES / CAP [bf] Itf] [rt] [Sxx] Syy top Af [Af] 1 1 1 2.3938 1.196929 1 1 STEEL Client: CELLULAR ONE \ BM-3RD FL. 07/30/90 rev 02/27/87 P -- 0.0 k Lr = 1.3 ft Cmx = 1.00 a; TOP 1.6-1a = 0.475 c 1.000 OK BOT 1.6-1a = 6.139 l.o.- +M;, = 120.7 k' +Lb = 2.0 ft Fy = 36 ksi Cay = 1.00 OK TOP 1.6-Ib = 0.475 t 1.000 01, BOT 1.6-lb = 0.1-9 -Mr. = 17.8 k' -Lb = 20.0 ft Fy = 1 ksi Cbz = 1.00 OK TOP 1.6-2 = 0.475 < 1.000 0/, BOT 1.6-2 = 0.139 My = 0.0 k Ly = 20.0 ft Fy = I ksi NO SIDESWAY OK tens flange = 0.475 � 1.000 OK tens flange = 0.07b 1. . . . Section area depth tw bf tf rt lXX Sxx rxx lyy Syy ryy logic W'.'IM 62 18.3 20.99 0.4 8.24 0.615 2.1 1330 127 8.54 57.5 13.9 1.77 0 SHAPE PLATES / CAP [bf] [tf] [rt] [Sxx] Syy top Af [Afl 8.24 0.615 2.1 127 6.95 5.0676 5.0676 �� U .* 1awr .. a. .wr -1 ; ' 43T- .14 .4t r f I' K i rt a I 3ull O'c I I I n � � I (3)S /ops -3/y F/ter 9"of£�IrF�& Ac f. "T"v t1 T 74 o kf &I M-/ 14 F f r T/V/ s Tu ff f--i£ BA T7bo"tl 5.351 �- fc,R (E) C 969,[ g /f /yto l yit -8S 4 33 -',4 i r'O rf s, Mrso - R.T. MIAer Enyirteee'ing, ire. �G ,I•c v C-E r c S'i TE C',t'u 5-jr T CONSULTING STRUCTURAL ENGINEERS - L �- 'Vr,ONCORD BLDG.XM B W STARK•PORTLAND.OR/12W �— (503) m�U(503)248-1956 STEEL Client: CELLULAR ONE \ BM-3RD FL. 07/30/90 rev 02/27/87 P = 57.B k Lx m 12.0 It Cmx = 1.00 V TOP 1.6-1a = 0.854 < 1.000 +Mx = 0.0 1.' +Lb = 0.0 it Fy = 36 ksi Cmy = 1.00 OK TPP 1.6-1b = 0.622 ( 1.000 -Mx = O.0 k' -Lb = 0.0 it Fy = I ksi Cbx -- 1.00 TOP 1.6-2 = 0.000 < 1.000 My = 0.0 k' Ly = 12.0 It Fy = 1 ksi NO SIDESWAV OK tens flange = -0.854 ( 1.000 -- INPUT a LENGTH FOR +/- Lb - Section area depth tw bf tf rt Ixx Sxx r•xx Iyy Syy ryy logic SW 5 4.2998 5.563 0.258 1 1 1 15.162 5.451081 1.817817 15.16218 5.451081 1.811817 7 SHAPE PLATES / CAP [bf] [tf] [rt] [Sxx] Syy top Af [Af] 1 1 1 5.4510 2.125540 1 1 RECON fyv ��'2, 19�� oMgs E 1W WALWWW-MMWUWAWUW-M=-��l July 15, 1990 CITr OF TIOA RD Lawrence Bauer 8745 S.W. Maverick, Suite 610 OREGON Beaverton, OR 97005 RE: Tiga-- : Cell Site/Cellular One Dear Hr. Bauer: I have reviewed your inquiry on behalf of Cellular one regarding the process necessary to place several panel type antennas oil the roof of a commercial building in the city of Tigard. I .relied upon a perspective view, section, and roof plan dated June 27th prepared by Stewart Gordon Straus, such a facility is regarded in the community Development code as an appendage to the principle structure and it does not require any City land use permits. A building permit is necessary prior to placement of the antennas on the roof. This determination is based upon the provisions of the following Coda sections: 1. Section 18.98.010 exempts rooftop "aerials" from the building height requirements of the applicable zone. 2. Section 18.144�U20 considers such a rooftop antenna as part of the principle structure and not an accessory structure. 3. Section 18.42.020 B. 7. Includes telephone transmitters and other related facilities that have a -significant visual impact" as utilities, which are conditional usee in all zoning districts. I find that the proposed antennas are not utility facilities because they have a minimal visual. impact. I trust this information is sufficient. Please contact me if you have any further questions. The Building Division may be reached at 639-4171 for permit information. Si r ly, � Keith S. Liden Senior Planner c: Director's Int. File Brad Roast, Buildinq Official BAUER.DI/k1 13125 SW Nall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 CITYOF TIIFARD SA „ y OREGON January 3, 1990 263 Precision Construction 8025 NE Killingeworth Ave. Portland, OR. 97218 Re: 6975 SW Sandburg Permit # MEC 90-0169 1 EUP 90-0238 Dear Sir(s), On August 10, 1990 3 permit was issued for the above project. As of this date, there is no record of any inspection having been recorded. Please advise the Building Division of the statue of this project as soon as possible so that the file may he kept current. Please note that any permit without acti,rity for over 180 days becomes void. If you need additional time to complete the project, please contact this department so an extension can be diecussed. Sincerely, Brad Roast Building Official Notice.2 13125 SW:Rall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — 1 _ ms � I C.0 D I-7-- -1168- WIALF Un�r o 1v ; Art Mr I f i � � .�.•Q �� tel, tt - -r- ---r---.�-- ff WWI w . 14 F i i t � � I i 1 � I APPROVED f'JR CONSTCITY OF TIGARD RUCTION PERwit7 NO. v_ SITE ADDRESS f- n BY 116 � TITLE C RED 17 UA//ON C R OSS K DA D S C C/V 7-4 iQ 6 9,;7y- 3 .7S3 R� FLCO t2 G 4S 54. )c T, allI J' I OF ICAT CCS 1 T C OF TIGAR� CITY OREGON Owner. Scherzer-Moore PartnersPermit No. 8817741 Address 28 SW 1st Portland, Or 97204 Building Address: 6975 SW Sandburg St. B-2 Zone: IIIN Occupancy: Land Use Bldg. Type x Comments: Tenant: Business Associates1p Mn , 17 t h Nove�rnbe r 88 Certificate is hereby given this _day of , 19 that said building may be occupied and that it complies with all requirements of the. Building Code for the City of Tigord, a; approved , � `` • M17� •��;;��� ,�, by the Tigard City Council,A do Fire Dept. Building Inspector '�''c'' $1; 111111ding Official 4 «� Post Certificate in Conspicuous Place { ! �., + ►.f � � ��� -\L.- or.M �.�1. _ •• rM �uJ��... �r lVl 1�-• � y' , pw •y.ti�fr- hib h�N• , t� kWAI ^�. �77�..��j .Y�1J+� � ..� .--+'j'a4M,•^��� ,�f�� �,• �'R9%"'.� of�!'�.' ^"�j='R►!r N ,a.`�. / Y. INSPECTION NOTICE City of Tigard 3ui1ding Department P.O. Box 23397 Tigard, Oregon 97223 Phone 63 -4175 A Type of Inspection Date Requestyd __ Tjme_ A.M.__ ___P.M. Address _-(_'6_6Ldd1_ "S1i - 1_r_ / +nit #�Q-_ - Owner- - (mll�!L' �I /V — (LLot #--------- - Builder - SL_L - ----- ------- The following Building Code deficiencies are required to be correctec" an.f y a - z ll 1 — Presented to — roved Inspector Disapproved Date 2_73 - (O`f / 5 - 5_ CALL FOR REINSPF,C V4L ?�-40115- � 15- 0 YES 0 NO 2 ® CONSOLIDATED FIRE AND RESCUE Washington County Fire District No. 1 City of Beaverton FIrb Departrnent Tualatin Fire District FIRE MARSHALS OFFICE (503) 526-2469 PUSTE OCCUPANT CONTRACTOR BLDG. PERMIT It PROJECT NAME l '�"�"S�� s ��+✓fp ' PLAN REVIEW It LOCATION -- JURISDICTION: 1= Be. 2= Du, 3= K.C. Ilom Tij 5= Tu, 6= Sh, 7= Wi. 8= CC 9= WC 0= MC COVER FINAL, SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler :iystem ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood Ext-Aug Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other _ Date: �' ->'� � Inspector: q -�•�. 11rr OF T I GA oma 40 W COMMUNITY DEVELOPMENT DEPARTMENT J.)VA41,11 T' NO. BU91.11",7-14 13125 S.W.Hall Blvd..P.O.Box 23397.Tigard,Oregon 97223,(503)6394175 I)ATrE ISSUEA); 9 VZ5/88 IJ(:)B ADDRESS : 6975 SW SANDBILIAG pl, J.M 17319T-7-—NTy-- FAX HIK L.01, SIZE: : V-At L)A*T']'(:)N: ;-.!5"100 WORK CLASS : AL-T*E'PA1'J.ONuNi rs : FPON`T : P1;!*AP USE 'tYPE C;UMMf.; .:W.3:Al.. NO. FJEDRO(,)MS : PT(.A,.l F . CON 5'T . 'I y PE"' I 11:N rl(JISA EX F .WAL.L. CONST . LICUiP. (314*1 Be N: S : WOCCUP-L-(:)Al:) M5 PRO'l - OPENINGS : N W. NO. STOPIE:G : ix)TAL. ARE A : 3700 I-11FIG11-41, - IST : 3700 ROOF- (.'(.)NS F : F"INE nEr? BASE:MEN-I--? NO PNU: ARE-A S 1:--P A P? NO PAITED: MR2ZONINK? NO "SRO: N() Pkml) : 1:"LOOP 1 OAD: 1.00 F3A!5E::M*4' GAPAC.1E: : F:':t 1:*.' S)P 1:4 K L P'? YE.G ALARM? FLOW(GPM) yl:*-*s [:'LAN By: jflj PE*MAnK5 : Tv ri in.n t M L)(-.1 PEJ113SIE: OF:, N(.). I AS*T* REISSUE ------------------------J1 O UIZ:1-11,4111, F l".5 .W 5LHI-:PZF_l:;i N fa 1.50 P(JR11 AN P�-":V:I:F,,-W $175. 00 'rl AND 0 P 114: DEPI, r A*T'F:: 'TAX 1111,10 .00 C (JI I I-IF."P $8. 75 0 N )II-EVE'LOPMEN1 CHANCES : T 51301( S1,011m) r;Ix" T Re r..-y- A 213 5W 1 S'T' AVE' T1.)1:1 r,t.1. cp DCl 43 Irl 97 E-2 0 1 0 V11,111MIiiii. 1050 ) 2 R Jr 0 $ PRF:.PATD $ 83 PEGIr 1 . I 4A'l1:- ON NO. SL-herzel- This permit is Issued Subject to the regulations contained in Title 14 of the TMC. State of Oregon SP9cialtY Codes. zoning regulationsRECE'IPT NO. and all other applicable codes and ordinances. and it Is hereby l?E'QLVr.PEl) 1N5PF:C,T:rONS agreed that the work will be done in accordance with the plans and - specificat;jns and in compliance with ail applicable codes and ordinances The issuance of this Permit does not waive restrictive A T(,)N covenants Contractnr and Subcontractors shall have Current city C;y V, RUA RD htisiness tax permits. This permit will expire and become null and ryl.15PEND 1:N(; void if work is not started within 180 days,or if wo,k is suspended or abandoned for a period of 180 days any time after work has F"INAL commenced It shall be the responsibility of the Permittee to assure all required inspections are requested and approved Permittee Signal Issued 13y GAI, I F I 11 T W.,r*,i::("I T ON ;3rd- SEPARATE PEnMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE P CITY OF T'�� PLAIMBINIL., EI-IMIT 1:4-:14MIT NO. : PLIF.1181.856 RD C17YOFMAIM COMMUNITY DEVELOPMENT DEPARTMENT DAIL: 1.0/27/80 13125 S.W Nall Blvd.P.O Box 23397,Tigard,Oregon 97223.(503)639-4175 1(.11'3 A0DAI'-:!55 : 6915 5W 5ANDEAM; U413 1.In t I(-*NY MAP/LATT SLJ13: ('.,R05Fii140r)E)5 cA.-*:N-lE.P L..'1 L AND LJSF`.: I FEFIM NO : NO: wirml< C.I .ASS , AL-11:44AITON WATEA CLOSET TPAP 11"JU: I TA"'Fl, AL "Kill. -P V N T'I:*! , : GOMMEAc, UP INAL. U -.0114 P LAX4S 1 TYPr.-*.:: I'l IN LAVOWATOPY TPAP PWIMVP GIRP , : W2 4,11.11191 !A-40WEA:4 GPU-.:A5E: T'PAP!a I:)1:S I-lWA5 1-41:::P GAP0AUA::' I)TSPOSAL. tic) SIOPTES : .5 WA51-1:11AG, MAcA--l1NI;i.' 1.)Wl:-*l L . UNITS : LAUNDnY TRAY 1:'3{..100 . DPAIN 1101A V I DPAIN ST N K I 5EWLA (FT) W A 1,1--',P 1-11ATUA4 1. !:i'IOPM/PAIN 0-T 0 11-111111:1 H V RIFT: MOOPEJ."APTNEA4 11.5 . 00 N F i r.1w F la 1''(:11' I L ANI) L)P I. !S'T'ATE TAX tM 7") OTHEA $3 0 6NDF I4!;MN 51,101,y N T 'al"ATT ANDD 14(JON PLUMBI.W., 11 (.1 DOX :1 193 If? 1-'1 I P4 IT ANI) L)1--4 97 P 1.9 T 1:4-(' (!5wi) aAel vigge NO , P.6--3691-.18 TOTAL $11.9 .1150 This permit IS Issued subject to the regulations contained in Title 14 PKIl"EIP'll NO .of the TMC. State of Oregun Specialty Codes. zoning regulations and all other applicable codes and ordinances. and it is hereby agreed that the work will be done in accordance with the plans and PI-H . (.JNDl::.RS1..A13 spar,hcations and in compliance with all applicable codes and WNAGI-1--T N ordinances The issuance of this permit does not waive restrictive VII-H . TOPOUT covenants Contractor and subcontractors shall have current city htisiness tax permits This permit will expire and become null and F-1.NAI void if work is not started within 180 days,or if work is suspended or abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all required inspections are requested and approved Pei mittpe Siggpjure Issued By I 1—i I-UH I Nt.-Wl-.I I I UN 639--q 1. 775 SEPARATE PERMITS RE-QUIRED FOR WORK OTHER THAN DESCRIBED ABOVE 1w NW CONSOLIDATED FIRE AND RESCUE Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Fire District FIRE MARSHALS OFFICE October 4, 198^ Firestop Company 9384 S.W. Tigard Avenue Tigard, Oregon 97223 RE: Business Associates Crossroads Center 6975 S.W. Sandburg Rd, Tigard, Oregon Gentlemen: This is a Fire and Life Safety Plan Review for an automatic fire protection system. This plan review is predicated on the National Fire Protection Association Standard No. Thirteen (13) . This review is for minor tenanL ­14itication to an existing system in the above noted occupancy and is approved as submitted. Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If you desire a conference regarding this plan review or if you have questions, please feel. free to contact me at (503) 526-2503. Sincerely, Bob H tit Deputy Fire Marshal 1111:kw / cc: Tigard Building Department L" 4755 S.W.Griffith Drive • P.O. Box 4755 9 Beaverton,Oregon 97076 • (503)526.2469 W 'qw CONSOLIDATED FIRE AND RESCUE Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Fire District FIRE MARSHALS OFFICE October 4, 1988 Ward/Ossey/Gibbons, Inc. 21.5 S.W. Hooker Street Portland, Oregon 97201 RF: Business Associates 6975 S.W. Sandburg Rd. Tigard, Oregon Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC), Uniform Fire Code (UFC) , and other local ordinances and regulations, Corridor construction and opening protection shall meet the requirements of Sec, 3350(8) Not less than one (1) approved fire extinguisher with rating of not less than 2-A:10-B:C shall be provided for each 3,000 square feet of floor area or fraction thereof. The travel distance tc an extinguisher from any portion of t?ie building shall not exceed 75 feet, 1JFC Standard 10-1. Submitted plans are not approved for construction. Plans must be revised and resubmitted for review and must indicate complianc? with the above noted items. If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 526-2503. Sincerely, Bob Hunt Deputy Fire Marshal BH:kw cc: Tigard Building Department. t/ 4755 S,W. Griffith Drive 0 P.O. Box 4755 0 Beaverton,Oregon 97078 a (503)526-2469 i 7.7 OF RTI ICAC OCCUPANCY CE :j CITY OF TIGARD ►' OREGON � .� Owner: �. _Weigel / Kuehl Dev . - Pcrnnit No. Address: AD 3E, CM Building Address: 6975 S.W. Sandburg Rd. 3rd Floor Occupancy: B2 Land Use Zone: CP _ Bldg. "Type 5 N _ Comments: 14th Au ust 87 Certificate. is hereby given this day of � __, 19 Aj r,•.,. ,1, that said building may be occupied and that it complies with all requirements e,f the Building Code for the City of Tigard, as approved , + by the Tigard City Council. +' I� Fire Dept. Building Inspector r Builciing Official Post Certificate in Conspicuous Place /! $"r ^�tT"fi..r" .. "'��i V IA ��` y` - � ti�"`',/V „I '�FI"♦l�,'Yr� " ` -, it,�yM.i��'�y°�4�9'ry°/_"�.e.i �pt ,t,'iM► ;�}L �■ , "• ' iY FIFFPW'_-,''••`��' 1 an �•`i '�. `� �� �jV;l 1.;'. � r'•i."a4. �t�jt:�. e�i�"?' "'�.�,'-. '' J�'��^' "' •.^`-.i' a 'L•"' w yo• ��.'�' '..¢ .y_: .: ,....•. '� "i•s `'� �pt.?w. ..nu�.'� � �� , ice' �r�' � � A► aa► sir ■Ir r INSPECTION NOTICE City of, Tigard Building Departmel't 1 O P O Box 23397 —' Tigard. Oregon 97223 Phone: 639-4175 i Type of Icupection -- _- -/ — Date Requested__ - Time A.M. Permit # --- Address Lot Owner _— /� - _- BuilderThe following Building Code eficiencies are rgAtf e-d to hq corJectsd: ---- Approved--- --___ - - -..-- Presented tc iL�--- Disapproved Inspector � Date -- CALL FOR REINSPECTION ❑ YES f. NO I INSPECTION NOTICE City of Tigard Building Department r L P O. Box 23397 S 7 Tigard, Oregon 97223 ���,C•� "`l - Phe 639-4175 Type of It�spBcti�on �a -- �1� ._ Time A.M. P.M. Address Date Requested_,- / Permit _______-1----_— � Lot — Owner—_ -- Builder --------- 1"he following Building Code deficiencies are required to be corrected: Approved Presented to --— --- -- / Inspector ___ —� - -- -- -- _ I Disapproved Date — CALL FOR REINSPECTION ❑ YES ❑ NO » TI�1CAT O OCCUPANCY CITY OF TIGARD OREGON " Chel Development Pc • Owner: We 9 - P - - rmit No . ' Address: 6975 SW Sandburg I Building Address: 6975 SW Sandbury Occupancy: --B2 Land Use. Zone:_ -__- __ _- Bldg. T%pc r F ; Comments: -- Certificate is hereby given this. 3rd day of December19_- 6_. that said building may be occupied and that It complies with all requirements of the Building Code for the City of Tigard, as approved by the Tigard City Council. E, Fire Dept. uildtng Inspector i i• Building Official ' 4 Poet Certificate in Conspicuous Place ' 4�.�i � -� u �,.t••• � 1 i-' _"`-moi �'`�aj.:'��`'�;�,� .x>' .� INSPECTION NOTICE City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection = - Time---- A.M.----P.M. Date RequestedAddreis -- -- - - T _I Permit #�owner Lot _ -__u! C J --.- - Builder -._-.._-__-.----------_- - _.-. The following Building Code deficiencies are required to be corrected: ox -------------- _ [-epproved Presented to---r � ----�__ J Disapproved Inspector —/ Date _._-- CALL FOR REINSPECTION DYES ONO IW +r .w INSPECTION NOTICE City of 9'��d BL]wiing Department P O ROK 23397 Tigard Oregon 97223 Phone639-4175 Type of Inspection Time A.M. S b — Date Requested l Permit # Address Lot # owner � - Builder .__- — The following Building Code deficiencies are required to be corrects ---- ---- --- - --- ---- [j Approved Presented to --- `- CJ Disapproved Inspector --- Date __- --- CALL FOR REINSPECTION ❑ Y�g ❑ NO 5 CITY OF TIGARD 639-4171 5953 BUILDING PERMIT DATE TAX MAP OV/NER_ `LOTNO. _SUBDIVISION __y,l �`�L1i�"-•i�'� BUILDER JOB AUC4ESS �• Raine STATE REG NO _ EXP.DATE BUILDER'S PHONE a-244!:4 _ ARCHITECT UenniN McClure -- - --- - -- PHONE OTHER STRUCTURE NEW x. REMODEL ADDITION REPAIR MOVEOTHER DEMOLITION RESIDENCE L. COMM EDUCATION IND RELIGIOUS f ; ACCESSORY i GARAGE OTHER I i FENCE OCCUPANCY LAND UdE ZONE ' BLDG TYPE FIRE ZONE PLAN( HECK BY I HEAT 1taynl uwdxiiCtiou all kier i� t uy► lir a i - a.�t tl! 1ei`Fil t � 11 i i i { SEWER PERMIT# I OCC.LOAD FLOOR LOAD HEIGHT NO STORIES j — — AREA j JUL NO BEDROOMS VALU'511i EE{ BUILDING DEPARTMENT SET BACKS FRONT — REAR LEFT SIDE RIGHT SIDE Permit F4U THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE. ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES. AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE"UWITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PLC ,Are RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 2JsU TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEW€R,PLUMBING AND HEATING. SDC Total 13U.u3 APPLICANT 60 k(WNT Prapd. �11 PDCM . ADDRESS —__._—_--_--.-- 881.Due_ Receipt No „AUilh_ PHONE Issued By_—_______Approved By DATE INSP. TYPE INSPECTION REi.ARKS PLUMBING DATE - Contractor Permit No. SIC. Flough-in Fixture Final HEATING -- -- --— -� - - ----- -- --- Contractor __. ._---- _._ _. ---- - --------- Permit No. -- - - - - GasorOil Rough-lo Final SEWER - � Final DRIVEWAY - -' Final - Storm Drainage - (Rain Drain)Final — — -- Sidewalk -- -v—-i Curb R Street Final Approach BLDG.DEPT.FINAL - TEMPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OCCUPANCY Landscaping Zoning Final t VF A WF J WA ,e7 A IFF.T1 7r% ow 1-fICASE OF OCCjjpAN(,Y CART yc CI"n' 0F TIGARDto OREGION J114. OAmer: Weigel Development _ Pcrtiflt No. 56U4 to�4 A Address: 69?5 �--��— Building Address: same let floor k Occupancy. B' — Land Vsc Zone: CP m(ig. rvl)e 5N X Comments: Tenon t- -Ion is 1 Penn lasuFanee Certificate lshercb gtvcnthW_th _(jav ()f' _ Ee 86 Y �ruary_ Iq_ that said building niaN be occuplLd and th;tt it complies with all requirements of the But Ming Code for the C j i v of Tigard, as approved by the Tigard City Council Fire Dept. Building Inspector iiiiii(ting(wictat Post Certificuitc in Conspicuous Place .............................. ............... A 41 x 4. 0.0 3 W w. Ca.` V "A Z_' L Mtlll� I i �-. d 02k) 4% , * 1 no k; 77 CE OF OCcUpANCY CITY OF TIGARD OREGON Owner: Weigel Development Permit No. 5634 ri 'y i Address: 6975 SW Sandburg Building Address: same--2nd floQr B2 C,P 5N Occupancy: Land Use Zonc:- Bldg. Ty pe Comments: Tjl :Ut---JISCW Tg,21 55F3 U1 19th Februar., 86 by given this—.day of — W - Certificate is her,� 19 A i that said building g may be occupied and that it complics with all rcquirements of the Building Code for the City of Tigard, as approved by the Tigard City Council. 1%, k Fire Dept. Building Inspector y .r .,Oki Building Official Post Certificate In Conspicuous Place W qW 1W W-RAW-MM"W-1"Witqw�L -4 A Mr OF 0 -Ac CEA TJPANCy CITY OF TIGARD OREGON sYr Owner: Weigel Development 5746 Address:abLi(i qw n�k , p,, t Building Address: Occupancy: B2 band Use Zone: CM Bldg. Tvp e 3N Comments: Tenant Northwest Federal Credit Union Certificate is hereby given this lothdaydav of February 19 86 that said building may be occupied and that It complies with all requirements of the Building Code for the City of Tigard, as approved All by the Tigard City Council. Fire Dept Building Inspector Building Official Post Certificate In Conspicuous Place 'A L VF L A � 5VC 9�t°' I . ME - �► ,1'�A •�� rrrincN VE O r. CITY OF TIGAI?I) ,. OREGON Owner: Weigel Development Permit No . 5746 . a , Address: Building Address: 6475 SIJ Saodbura-3r.d i:Ieer-- ----- -- Occupancy: $2 Land Use Zone: cit _ Bldg. Type3N r Comments: Tenant Northwest Federal Credit Union 1 ' Certificate is hereby given this 10th _ day of February _-- 19 86 that said building may be occupiers and that it complies with all requirements of the Building Code f(,-- the City of Tigard. as approved by the Tigard City Council. I ` 4" Fire Dept. Building Inspector ,. 'y Building Official ;` '� I'�►4t Ccrtificate in ('4111s >iclimis Place t i ,,,+' h J a .. ilk. ..�'-_+- ���.`, - 4 r .. ,�\ ..� ► �' "`!�,ri/ 91r,'! s/ II"� �` FL,.�b� "��ad ��1�""}by !► Y'l �5 ,, �T',,. "^�'� � iw.... r '��� �-� •� ;rte '�;k'•`a� ...r d�,.�y,, �x tt11 for intapecti � :� 5746 CItYv "f A i `ra: �� `���,1Uniou January 7 86 DATE BUILDING PERMIT JeVllo C TAX MAP ._ LOT N0. OWNER Weigel __ _BUBDIVI810= 8 i� JOB ADDRESS 6975 6W Sw4burg� — - BUILDER irfifll@� 9601/_-SMI Ulk� 1'OrC1Jlnd__ _ STATE REG NO —. EXP.DATE _— ---.-- BUILDER'S PHONE _244-I(MA ARCHITECT __-- Owin(%r PHONE --.------OTHER ------ � _ STRUCTURE EI NEW REMODEL ADDITION REPAIR MOVE L] OTHER DEMOLITION RESIDENCE COMM EDUCATION IND RELIGIOUS ACCESSORY_ GARAGE OTHER FENCE 0( ,0PANGY LAND USE ZONE ( BLDG TYPE SQ: FIRE ZONE PLAN CHECK BY HFA 1 r_ ..,�.,r aml4 Firati in f fAr of f icon fnr NartLtingt I,nWera7 Crv-i..r Uniun ��r ulArkm_ NL additinnxl - .,. I SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT NO STORIES AREA 316 NO,BEDROOMS VALUIp5o _ BUILDING DEPARTMENT j SET BACKS FRONT sf'fl REANIdus LEFT SIDE RIGHT SIDE [Permit 1�•50THIS PERMIT IS ISSUED SUBJECT TO THE. REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING 11�3t3 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE an Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE ,+U`IWITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE .Ck.FIre RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CI`Y BUSINESS __.^— i TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax •i U 36.58 - Total SDC APPLICAN I UH AGLN i -- PDC# Prepd. -0- —"-" - - Receipt No. ADDRE86 PHONE Bel.Due 36.53 C -- _— - Issued By A roved By---. _...__. ..... ...,.. .�._.. pp ---- PATEr INSP. TYPE /INSPECTION —� REMARKS 'Y A PLUMBING TDATE Contractor -- - - /��'r - - -- - -_— Permit No NC`r/{- '-�L'��� _ -- Rough-on -- -- _ Flrlure ------ -- -- -- - -- -- -- Final -- - HEATING Contraclor Permit No - Gas or Oil --- -- Roughen -- - ---_.- Final ------- --- - _- �_ SEWER -- _�- -- Final - --- DRIVEWAY --- --- -- - --- -- Final - -• �__�_, --_ Storm Drainage (Rain Drain(Final -- ,�-.-—--------- Sidewalk _ ----- - Curb 8 Sirpel Final - ---- --- Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY rFnl CERTIFICATE OCCUPANCY _ / scaping nq Final 1 l; 3i �II Ef ctst> '2 CITY OF TIGARD 639.4171 jor inspect ions 5740 BUILDING PERMIT DATE'Is*�_-- fig TAX MAP LOT NO. ---- _ SUBDIVISI N OWNER-__--.— Law®lopmeat _ - - J� � ---- JOB A'1DR..SS fj9-I."_.5iiluLlbuT;: BUILDER _RU !96W SW k. Portland STATE REG.NO.$2XLX "1()rd_ EXP.DATE BUILDER'.i PHONE244-1004 ARCHITECT PHONE _ OTHER STRUCTURE NEW '�D REMODEL ADDITION REPAIR MOVE OTHER DEMOLITION f i RESIDENCE COMM F1 EDUCA110N IND RELIGIOUS ACCESSORY I . GARAGE OTHER FENCE OCCUPANCY LAND USE ZONE _ RLDG TYPE t� FIRE ZONE PLAN CHECK BY HEAT ,,ODSEruct tenant =difk a,tion, f 95 st4. ft. for uihiCes ,LuciAl -31.1 pu appeuvea plans. fru additional plumbing SEWER PERMIT M OCC.LOAD FLOOR LOAD tiu HEIGHT NO STORIES AREA lel NO.BEDROOMS VALUE 1d25 RT BUILDING DEPAMENT SETBACKS FRONT REAR — LEFT SIDE RIGHT SIDE Permit _ 31.41G THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND iT IS HEREBY AGREED THAT THE PIP..n Check _ 213.15 WORK, WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Ck.Fire 12.40 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 1.24 TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. SDC--- oxf ;Jr,o>r1 Total _ __- fs4•!y APPLICANT OR AGENT _ --- —- " -- PDCM Prepd. 32.55 ADDNE88 - ----_.__.---- -___-- Bel.Due 32.24 Receipt No. PH—ONE'--- - Issued By_ — — �—REMARKS --- PLUMBING DATE DATE INSP. TYPE INSPECTION _ r Contractor Permit No Rough in --- (�( Fixture --- _—.-- Final --- -- - ----- HEATING - - - - -_ - - Contractor __ ---- -- —' --- Permit No Gas or Oil Rough in Final -— ---- -- - - SEWER Final �— ----- - - -- DRIVEWAY — _� ---- --- -— -- - - Ston-Drainage )Rain Drain)Filial _ —'-'- Sidewalk -__ --- — -- -- -- curb h Street Final ---- Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANr:Y Final_ _ CERTFICATE OCCUPANCY / Landscaping J Zoning Final is a �i f REVISIONS BY I PI Ll I I I ► `I- -+ I_ . -4. c1YAR. GLRm l STRAUS�✓� r lLar J ID 0?DC7 i IX •- i I z � � o a U r I 0 1 0 0 f CC MA 13 IL MI Ix M. 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II IIIIIilllllll I i�llli ll1111111�1111�1111�1111 l►III►II IIID I IIII��III ILII IIIIIIIII�IIIIIIIII�,III ILII ILII III�I�I�IIIIIII�I�III�I� �IIII���II��� I � I 111111111 911a 111111111�h111. Aid1 / k- � -�� �� ►�.-.� � 4� rte.. de-ka c4— s -,v • 7itet%lltlltttttttltlltll//llll/lltltttlt�l�ttlltlltttlltltttttttttttal�l�l�sellllltl/llillll/lll/llllll/ll/Iltlll/tl/llltl/lllllllll/llll/Ili//lt/lt/9lllltlllt1916% +••.• BUSINESS ASSOCIATES 00 '••.• EXPANSION ••,�� 17 Moir • 7T 1�9 +++•+ .,' � � (�'v � 'I I��• it 1 ! 2•oM .i Iti. �. J I2 O�� — III ••`�• �1 Ib I ( I « G� 4 ' 1�Iti�YI. I I 'vof : I I 11 L7- IICv , p M Oj 1 I ''''t — 4y N - • p I I 10 &"I"Ir. J_ U(pN • I �' � NG : - LEVVV- - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - .-, ,�,..,.�- - : U P - T��e r �!t!llittlltl � � = + ! UP r , APPROVED FOR CONSTRUCTION � — CITY OF TIGARD � PERM NO- � 'S- I'VE ADDRES ho �- � � BY ITLE DATE24?M'� e Cu 0 i WOMEN MEN IF THIS= DOCUMENT IS LESS ' I ' ' I � � I � � I ' � I ' 11 � 11 � � I ' � I ' ' II 1 lr1 III III III ( IIII ill 1 ! 1 1 1 1 1 1 I t I I I I I I I 1 1 I I I 1 I I I I I I I I I I I I l i l i l i h 1 I 11 I I I I III I � > I1 � � 1 91111111111 III V I I I LEGIBLE THAN THIS NOTATION , I I I I 1 z, iT IS DUE TO THE QUALITY OF r� 1 � I � 4 C 7 8 lU _ 11, 1 OCTOBER 26 1993 _� ---. . HE ORIGINAL DOCUMENT . - .— __ No.36 � ,��,. • w,>;,, E 6Z 9Z LZ 9Z EZ zz TZ . Illi IIIIillJIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII VIII I 111 i(I IIIIIIIII IIII 61 II T � lT 6Vll III I lil 111�11f 1111 Illl�� ll Z 11111110111,1111111111111111'1 III111111 III191 lllilll 111111l, lllliIIII } 11..1 Ililhlll HR LURK HE- MPRUME EMU sp P 0 BOX 127 • TUALATIN, OREGON 97062 • PHONE 682.2601 e OL.01;1AL PENN OROUPP I14C Octcber 9, 191?,`) 6975 SW Sandburg 1-iaard Ore. 97223 15275— 1. F w G54D --102-002 Insa. Type RF•= Pear Weigel Development, Th I -' is .a Fire and Life Safety Plan Reviewand is based ori the 1`?82 editions of the State of Oregon Structural Spe-- rralty Code and Fire and Life Safety Code (UDC ) , the State of Or?gon Mechanical Specialty Code and Mechanical Fire azid t.r +e Safety Code (01C ) . Uniform. Fire Code ((-!FC ) , and other, kcal ordinances and regulation:. Flan= acceptable as shown. An appointment time shall be made with a me,nber of fire ; re•.•-ntion for the following inspections at least 24 hours pr . or to the anticipated time and date the inspection is 1)?e.19d. lip": 305 Framing and final . Appvo-, aI of submitted plans is not an approval of oc'.iasions or oversights by this office or of non—compliance 1;,'ith any applicable regulations of local government. 1 * yo,., have arty questions regarding this letter, :)r if I mjy h.= ,;f assistance in the future, please feel *rse to 9 1 1 me at 682—2601 Sincerely, Marie Willia,:?s ( Fire Prevention Bureau fi OCT 10, 19915 10: 39: 11;3 MFS b0 OCGVPANCY FILE LIST Page 1 TUALATIN R. F. P. D. KEY SCREf=N 1. (Jame CCL_ONIAL PENN GROUP, INC. Zone--Occ # 254D -102-002 `i Special Sortl : 3. Address `•975 SW SANDBURG LN TI 6. Spec iai Sort-2. 7. Sp ec. i a l SUr t.3: 4. Category iiASIC SCRI_"t' N 16. Census Tract: 307 1 Occ Phone 6E34-348617. Code Edition: 1982 2. Manager Larry Jensen :3, Phone 639--6"Z"9418. Bldg Value � 9`i I3, 50 U 19. Content Val. $0 4. Mail - Apt# $0 5. AddT•esS 6975 SW Sandburg LU. Other Value 6. Cty, St , Zp . Tigard Ore 972231 21. 901 Occ. Use 591. Business 7. Bldg ..owner Dick Kuehl Investments 22. UDC Occ1/ft C2 0-2/ 20UU 23. Fire Alrm Sy : HA Huneyw 13 Phone ( 503) 244-0999 crl. '4. Alarm Syst # NONE9. Suite-Apt: Suite 260 25. Pin Use Y 10. Ad d r es s 9Prop S. W Oak p 26. Date Built 8 _05/01/01 11 Ctu, St, Zp : Portland, OR 97,--12327 Date Remodel : 1U/09/f:15 12. Emrg Contct: -" 13. Emerg Phone 14. Ins Type/hlo. INF 04 15. ISO Class FIRE. PROTECTION SCREEN 1 . Alarm Shutoff Location I -CS Pourer Shutoff Location I- CS 3, Water Shutoff Location : O-W 4 p4atural Gas Shutoff Location: O 5 FDC Location C]--W 6 Sp • i.nkle- Control. Location O--W 7 Stand P- pe Location NONE F3 Ati: ic Access Location p'�(iNE 9. Special Hazard Type Code OU NONI_ 10 Special Hazard Type NONE 11. Special Hazaro Location NONE 12. Watpr :eurce Location HYDRANT 13. Stairway /Vert, Shaft Prot Y/N: stairs enclosed ! # vert shaft; 4 CONSTRUCTION SCREEN 1 Const Type 51 V-1hr 16. N Prop Line / Grnd Area 11, 016 t7 Wall Prot J. Dasmt Area 0 18 7 Prop L- ine / 4. Total Area 31, OOJ 19. Wall Prot 5. # Stories 3 20. E Prop Line / b Height-ft 39 21. Wall Prot 7. Inter Colmn: 20 MTL 22. W Prop Line / 8 Roof Const 20 MTL UNCLA 23. Wall Prot 9. Roof Cover 04 ORD UNKNO 24. Area Wal : NONE 10. Roof Area U 25. Area Wal : .11. UBC Occ2/ft: / 26. Area Wal 12. UBC Occ3/ft: / 27. Flan Lac : 13 UBC Ocr4/ft: / 28. Mi 9c 14. Auto SP Use: 15. Auto FA Use. 5634 BUILDING PERMIT APPLICATION TIGARD DATE-1 01 - � 19_ "'' THE UNDERSIGNED HFREBY APPLIES FOR A PERMIT FOR THE.WORK HEREIN INDICATED BUILDER PHONE 1�44-W(A OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO._ OWNER Eitel UeVel.upilant JOBADDRESS ------ ARCHITECT ENGINEER BUILDER Same —ADDRESS - _ DESIGNER --- STRUCTURE _ 4 NEW aREMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE El COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY LAND USE ZONE C�' _BLDG.TYPE 5N FIRE ZONE _ PLAN CHECK BY LTi'I HEAT _ -� Tennant t.4dificationa - All per approved Plane USCW Local 555 Fire SprEnkler to be maintained. E'lumbing pertuit required SEWER PERMIT# 2t1-.,.. .Ut OCC.LOAD FLOOR LOAD 4l� HEIGHT NO.STORIES 3 I; Ii(AREA � �10.BEDROOMS VALUE BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit _ 2.06,,5UTHIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING 134.23 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check _'WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE II (�2.k,0 , WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE 2 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENS,:.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax u'ib Totalai 431.59 SDC-- 'OKI t �I214.76 PDC# APPLICANT 664-GENT By _ Receipt No. K•f1� – -- - PHONE Approved ADDRESS Iw DATE INSP. TYPE INSPECTION REMARKS PLUM I N DATE (Ono Permit No. Rough-in Fixture _Ly/%L e_,; Final HEATING Contractor Permit No. Gas or Oil Rough-in F,nal SEWER Final DRIVEWAY Final [Storm Drainer (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG DEPT.IsINAL TEMPORARY 6E— T 'RTl ICAE 0 A T CERTIFICATE OCCUPANCY "Y Final Landscaping Zoning Final 1 t G n R P • hI�f"� '..��J,n qi 1, 1 a` `I` e t y. �A1 j. R'l NN ' 61 y glQcklMp'" 8ubdivleton/Addms Permit!Ya i31dp. w Plumb CMh C-h#Ck Sewer awi Other 4" Other Roo. gy Acct. No. � � Descdpllon • Amount 10432 Bulldina Pertnit Fans' 10431 00 PtumtInl Mrmli'r tmss-_..--- 10-431$01 MechanlcW,POMii!Fees 10.2.30 b01 State Bldg, 10.433 Plans deck Eoe, _ ^{.t_ "''."'� `- 3 ,2 30-W Sewer nnedtlon'' w a 30444 Sawa a ectlon Bet:Dev.,Charge 44"10 :l 5 st.UeV.'Cherpe -449M P ;'8 at.Der.Charge " 31 8t bialy apo 5yst Uev.Char,e 10430 j3ftlness Tax 1 34Alarm Pe�rmlt 10.227 Pee Tglf10IM190ParklnQ ;loz3a x r. Nlc:past., 1. en 1 $eFVf(WUSA 1 .00N. WeYnni Cl tt air. ,,,;Q: • .i 1 1w S I� BUILDING PERMIT APPLICATION TIGAHU DATF - 9/24/ 19 _— 85 5609 THE UNDERSIGNED HEREPY APPLIES FOR A PERMIT FOR THE WORK HEREIN INP!CIATED BUILDER PHONE 244-11,AA OR AS SHOWN ANG APPROVED IN THE ACCOMPANYING PLANS AW)SPECIFICATIONS. OWNER PHONE OWNER Wei .v i :, Y. LOT NO. JOB ADDRESS 6975 Shy ,:;:.;ur.�— _ Por[and d, OR ARCHITECT Weigel Ltev. 9600 SW Oak St• ENGINEER R BUILDEADDRESS DESIGNER Builder STRUCTURE Cl NEW 51 REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE_ ❑ DEMOLITION LJ RESIDENCE CJS COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO CI CARPORT ❑ GARAGE ❑ STORAGE 'Ll SLAB❑ FENCE i OCCUPANCY U72 LAND USE ZONE LP —BLDG.TYPE -5N FIRE ZONE PLAN CHECK BY 1AW—HEAT .–lenamt AodificaLivna ull r _mvvrvyecl plans iaa code kequirewats 1---CQlouiAl_ Pauli SEWER PERMIT# OCC.LOAD FLOOR LOAD 4`' —HEIGHT 2Ut— N0.STORIES 3 AREA 1.50()NO.BEDROOMS VALUE — - ------ — -- - BUILDING DEPARTMENT SET BACKS FRONT �''I REAR x'i.%'� LEFT SIDE RIGHT SIDE Permit 31.50 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 1. ' WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE '1, : WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE 9t1b`tA41lI` I t•`'`� RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS I3U LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. . State Tax _ SDC— _. PDC# A PPI ICAN1 OR AGENT By Receipt No. F Approved L'!W ADDRESS -- ----_ -- PHONE DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractut Permit No. Rough-in Fixture Final HEATING Contractor or Permit No. Gas or Oil Rough-on Final SEWER Final DRIVEWAY Final Storm Drainage (Rain Chain)Final Sidewalk Curb&Street Flnal Apprmc.11 BLOCS.DEPT. —'E-ERfIFlCAi;r OCCUPANCY —FINAL TEMPORARY Final CFRTIriCATE OCCUPANCY] Land,ciping Zoning 7inal BUILDING; PERMIT APPLICATION TIGARD DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOV NO. OWNER 14,1 /GEJ- D t ✓ JOB ADDRESS 691 /35 " �Ail/t= i c��E C, ARCHITECT ~��^ f�i4T, ENGINEER _BUILDER L1, -/Cy £fit t ADDRESS ���� .S�` OA,k >j DESIGNER d( /C OC'A? STRUCTURE O NEW 6 REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ OEMOLITIL ❑ RESIDENCE 99 COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FEND OCCUPANCY _TJL.L—LAND USE ZOb _BLDG TYPE ' PLAN CHECK BY( _HEAT• o — ozg SEWER PERMIT I Oc,C.LOAD FLOOR LOAD lt HEIGHT t' NO.STOP.IES AREA L% -" ` ���a NO.BEDROOMS �' VA_L '.' -� BUILDING DEPARTMENT SETBACKS FRONT ��REAR ��f' .&EFT SIOE RIGHT SIDE �a I'Ur1T1It L' THIV PERMIT IS ISSUED SUMIECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONtf �� AEG UI.ATIONS AND ALL APPLIC'.BLE CODES AND ORDINANCES,AND IT IS HEREBY AGREED THAT TI P(sn J. d W03K WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECiFICAT10N3 AND IN COIAPLIANI ( WIT. ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIT Suf1`4ofaf�' > REST.QICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY Bus NIR LICENtc_SEPARATE PERMITS REOUIRED FOR SEWER,PLUMBING AND HEATINC7. :SiitaTaxG.- / , Total 7 SDC— (' fIf% '�•� �_ POC-0 APPLICANT OR AGENT r • - , .,kms Receipt No. ADDRESS N — App SDC --- $ SDC PDC — SEWER CONNECTION $ -SEWER INSPECTION S SEWER SURCHARGE Comments : -- - r V I I i I ' I f [__...1 APPROVED FOR CONSTRUCTION CITY OF TIGARD PERh 117 NO siTp - BY TITLE _ DATE IF k ib Co[- 61V /AL P_NN _ -.- ___ _ __._....,._.._. FZE]=c'j'`_ /' FLOOR NEW wAlLS ( 1 \, 6X/S TLV( wA[.LS To II w rIrllrl°►J►LLA t ---- �= \ I / -01&1 Off' lJ CtRTI y -, CITY OF TIGARD OREAGON ' !1!�G'� a ,. .:0 d Owncr: Weicxel Development I'crinit No . _ 138 i 9600 SW Oak #260 � ` Address: — ----- — Building Address: 6975 SW Sandburg St. C-P 5-1Hr. rt Occupancy:$-2 Land Use Zone: Bldg. Type _ f Comments: Tenant mxlif ication for Northwest Marketing 3rd Floor t'crtificate is hereby given this 29th day of July lg 85 that said building may be occupied and that it complies with all , cit requirements of the Building Code for the City of Tigard, as approved1' by the Tigard City Council. � �zt Fire Dept. wilding Inspector !� Ss , Building Post Certificate in Conspicuous Place q O � .'•.. r.- �.,(J� W :y. ��� t i��ND � .\`/!' a��r . F.T tl�l IR .�11' ^H►a_.yatdf 4d► pp ,g41v tp� ..� �g,..tiA 9� � "tt��" 4�'r �A,"�.. aP y �.M 76Fr'•,�y�^' , .h+t k.���? ,,,• .t•?�+!/�,��-r �w.,,�.c+" .fin ' ,,,,.�'" '� �s ' �""�,i"^ ��`"' 'V - VA r --,,krr-E OF OCctTPANcy CER CITY OF TIGARD OREGON Owner: Weigel Devel='ert - -- flerniit No. 4845 Address: 9600 SW Oak #260 afi 6975 SW Sandburg St. Bufldhig Address: C-P 5-1Hr. B-2 Land Use Zone: Bldg. Ty Occupancy pe Comments: Tenant modification for Siemens-Allis. Certificate is hereby given this 29th day of July 1985 that said building maybe occupied and that It complies with all 3. requirements of the Building Code for the City of'Tigard, as approved by the Tigard City Council. Fire Dept. But ding Inspector Building Official Post Certificate in Conspicuous; I'lace 41P w ,oil '{ CER1I-FICATIE OF OCCUPANCY !ti, CITY OF TIGA►RD OREGON }N + Owner: Weiqel Develomirmt _ Permit No . 1;54�� S Address: 9600 SW Oak #260 Bullding Address: 6975 SW Sandbutg St. Occupancy: B-2 Land Use Zone: C-P _-- Bldg. "Type 5-111r. _ Comments: Tenant nWification for Colonial Penn Inc. Certificate is hereby given this 29th day of that said building may be occupied and that it complies with till t CM requirements of the Building Code for the City of Tigard, as approved ` ,! by the Tigard City Council. 41 ir 4106 At-ILI Fire Dept. luilding Inspector t' b 1 Building Official Post Certificate in Conspicuous Place ,.._: r1° u ,• -s. cry ��� .T`1 ���_.. _tie w•..�.^a�u—.-�--� 77OF OCCLIqXCY —�.: s CI •I TY OF TIGARD OREGON is r et' Owner: Weigel Develo�ment Permit No. 5187 Address: 9600 SW Oak l 60 Building Address: _6975 SW Sandburcx St. r. Occupancy: B-2 Land Use Zone: C—P Bldg. Type 5-1Hr-__ Comments: _ Tenant modification for Business AssocInc. ,I ',,: 7 'p tiP t Certificate is hereby given this 29th day of Jul, , 19-3j that said building may be occupied and that it complies with all requirements of the Building Code for the City of Tigard, as approved i.,. by the Tigard City Council. ort'"1 • '� \ / l . � ��-/� % .t' •d Fire Dept. ldingInspector Building Official 4 °S Post (.'crtificittc it, ( �►ns icuous Place a 1�"fir , r P Qji, •`' tUl N ----- _mss .e1�"'.i.n.4 r��- ,� �� �'','' u� =( , , ", a!r, y �,. �arona��-e INC. � 2000 E COLUMBIA WAY, BLDG 7 VANCOUVER, WASHINGTON 98881 J U L 2 '. ly 65 (206) 696-1904 • (503) 289-5569 CITY OF TIGNRU PLANNING DEPT, July 3, 1985 Dale Holm Weigel Development 9600 SW Oak Street Portland, OR 97223 RE: Crossroals Atrium Fans Dear Dale: Enclosed herewith please find fan performance charts for the referenced project. Please note the following: 1. Two each 402CSB @ 16,221 CFM each 2. One each 1617AQ @ 2,790 CFM 3. One each 30AQ86 @ 7,739 CFM 4. Total of 42,971 CFM exhaust from the atrium. If you have any questions, please call. S,1ncef Steve i/atrous SW/r g 1 TYPE AQ Q-AQ b ALL ALUMINUM PROPELLER ROOF VENTILATOR The AQD is a newly designed,spun-aluminum ventilbtor featuring a Cast aluminum propeller, The lightweight aluminum, low silhouette design makes this unit ideal for old of new commercial and industrial applications. "The AOB is the belt drive version of the AQD. The low RPM and high volume of air at low static pressure means a quiet opereting fan suitable for appl"cation where noise is a factor. The bail bearings used on the drive shaft are sealed for life, incased in a molded y� rubber cushion. AQD DIMENSION DATA AQD MATERIAL GAUGES Cel. Tr Litt.SizeSIZE BASE _TOP CAP 114LET series 8 C 0 E•S . O T L12061 Alum. .084 Alum. 084 Alum 28.114 14.9116 5.118 12314 2 20 10 33.1/418 8.110 20.114 2 28 20 43.17418.3/8 7.110 23.114 2 32 .0eo 24 47-112 21.518 9.118 28314 1 3 36 1 ' AQD CAPACITY DATA ACID Drect Drive N P RPM FA 0 SP 118 SP 114 SP J/a SP 1/2 SP 5(a SP 714 SP ShPror Propeller Sone► CFM CFM CFM CFM CFM CFM CFM WI Cat No AQD -'12 1O A( 1 40 1 U50 50 703 345 se '1215A(] 1,'20 1550 94 1037 840 598 300 _da 1611 AO I/8 II40 10 0 1R44 1580 864 538 �813A'q 1/3 1126 19.0 2790_ 2825 24 0 2210 _WO 1380 1100 -YG�__ 2011 AU 1;3 1140 14 2 3584 31655 ?)15 2100 1255 `Y 12515 2411A0 3.rA 1140 19 7 819? 5700 5230 474ri 41?0 3030 25,10 •Not eva,tehta u%three phase Ap6 DIMENSION DATA AQB MATERIAL GAUGES I r ^I Curb Cot. Auto or SIZE BASE TOP CAP INLET 111 /I 1 a, + 51. CaLNo. M10 Lvrs. 24 .080 Alum. .060 Alum. .080 Alum series Is C D n T VCG E Sq. Cot. VCA No. - -- - - - I_�._._ raa 24 47.112 247/8 8118 3 36 34 28.3/4 26 42 30 5'2-112128.114 8.1/4 3 42 40 1 34.114 34 1 48 36 82.112 27.114 8.314 3 48 46 40.314 40 I ��r 42 74•tl2 32.3/4 7.114 3 64 52 48.114 4e AAB 46 74.112 32.314 7.1/4 3 60 56 51.114 51 AQ8 CAPACITY DATA _ Fan Cataloq HP MAX RPM F.A. CFM VS.STATIC PRESSURE sn rom - - p'e Sue No BNP Sones F.A. 178 174 318 U2 1 5/8 3!4 Wt. lwn 24A0112 1 G 174 675 9,7 3?99 2577 1389 549 +- 19e LH 15781 74 24AO83 1 4 264 800 130 3909 3300 2379 1503 871 ^200 24A084 1!3 345 _87_5 14 R 4275 3715 3075 2Ob2 1419 751 got�_ 24AO85 1/2 556 1025 190 5008 4524 4058 _3369 "461 1891 1432 �21111 30AO63 114 .276 600 98 5463 4158 2236 959 7n 30A084 113 399 615 i-2-0*' 6146 503A 3004 ?046 761 249 30//0115 `Iia 87 1 575 _154-7656-66T 481533151 1309 1T45 -- _____. 30AOB8 3/4 .713 R50 17.8 )7398819 5898_ _1108 711) 23051 1382 �p 36AOR4 1/J 382 475_ U.9 3690 4971 ?372 346 - - -- _?79r asnoe5 112 565 575 128 8109 +6800 4483 2150 1235 ,1300 „•#.�� 76 36AO86 3/4 810 650 18.3 9167 8012 6377 4334 2863 1558 306` �6A087 1 1 118 725 18.8 W22413220 8138 5960 4497 3166 2002 313 ( � -- �42AOB5 �1/2 679 450 110 10513 8119 _4444 1880 _ 216__ +, L,• 47AOBR 3'1 776 500 133 11tlH1 95.30 8362 3613 1280 Sat i•, �: 42 42AQB7 1 1088 550 IG 2 12849 10895 8168 5401 3174 905 _ E35337 j48A(jR1 AOB8 1': 1650 875 191 14601 12881 11154 1 $8156 3910 2792 y312 Most Cook ventilators beer the AORG 34 781 400 116 12348 9918 5189 ?167 4� VL Listing Mark ss further 1 1720159312896 10_1'3/ 6324 3335 41Sassurance of the electrical tell• 48 -- -- ab llty of our product/. Consult i 1'10 525 192 11+201 14154 t?3968781 S079the Cook factory for availability. AORrI 2 2.11x1 ,/5 ??0 11150 115424 14392 ?078 8656 6117 . Here/rnnv rnit4oe�ly It r I' TYPE ACE-B CENTRIFUGAL ROOF VENTILATOR CAPACITY CHART B. DRIVE CFM VS.STATIC PREU01 I Sp V2 SP Meloy Fin Tlp 0 ti 178 6P 114 bP 310 b HP iene bH 61b amp Sone b4P 314 �4►bate EMP bcro Hp bare SMP bene bHIM ?�NP cNulc6 Tin SIR HP caw OF�P bH - __ Number HP RP b er Bone 1- - _ 300 2867 6.7 .45 7.3 .61 6.2 . - I 9.9 s35VAB 314 320 9060 . 8313 3611 - Motor b 9 6 6.5 A2 7.4.4 .e3 8.7 .42 "o Wt. 316 3297 '0179 9136 507b 8552 _ 31 11.7 .72 9.7 .75 6.7 .1B B.0 7B --- _ 108Zt 982_2 8808 1363 2639 380 3440 12.6 .B2 10.8 .8E 0.6 .e! 0.7 .90 6.. .60 - 11064 10106 9128 BOSS 1719 _ - 355C1b 1 - 36-4 13.5 .93 117 .98 10.11.00 Y.7 1.OZ Y.1 75 Malor b 11359 t01Z6 9170 5474 Drive Wt. 306 3879 11,3 1.01 1ZA 1.06 11.2 1.D5 10.2 1.10 d 1.07 -- 35 35 - 11801 10904 9981 9050 7880 4p0 3b22 16, 1.13 13.8 1818 17,0 1. 1 11.1 1.23 10.4 122 10.7 .62 - 11 3980 iVe 5 12244 11379 10196 9517 8 365C6B Motor b 16.2 IS 14.5 130 13.0 1� 12.0 1,37 11.8 1.37 11.2 A3 -- Drive Wt. 425 4061 12539 11594 10835 N a 8943 -- � 10.9 1.36 18.Z 1.10 1�.6 1.16 12. 1.10 12.0 1.19 11.5 446 4252 13128 12323 11505 10092 9803 e439 .117 _4 - 18.1 1.60 16.6 1.02 16.211.08 11.3 ..68 13.5 10 126 1.00 177 1.01 13119 12948 ti16B 11373 10560 9517 7Z 305096 Z 488 4144 17.9 1.80 t'86ee 16.5 1.91 11. 1.94 141. -- Motor b 17161 13418 12lIBt 11885 11131 1021 -8773 12M _ Drive Wt. 460 1587 - � �1 A�1_9B1.99 17.6 2 01 '.6 532.10 1 .8 2.12 18.3 2.14 14.8 Z.OP -- - 11899 14189 13414 12714 12026 11257 -10203 8338 3302 505 026 29.012 29 71.0 Z.7Z 19.5L2 3e 18.51214 1-J 1.4 16.0 2.18 10,3 216 10. 2.311 15.3 1.22 3680108 3 6056 15837 11987 11280 13559 12891 12106 12 6 10153 882 _ MORN b _ 21.0 2.04 23. 2882 21.0 2.78 20.032 eo 19.1 x.83 16.Er,68 1 .2 2.89 17.6 21 17.0 10 79 _ Ocher 15374 15729 1� 14421 13753 13108 12402 11191 10179 74 555 53M 40.0 3.03 28.0 3.10 23.0 3.11 22.0 3.19 21.0 3.24 70.0 9.21 10.8 3.31 1 .Br3.31 16-513-2; 11401 1 18190 1 578 U949 14328 13 13 13021 1212 5636 0 3.61 21•"0 3.68 Z0:�3.76 Z4.0 9885 1J.0 3.89 23.0 3.903.96 21.0 998 3660118 5 5x5 5973 15139 17 1 17292 16 13 181x7_ 15631 14968 14364 13688 113 Motor b 31.'0 1.33 29.0 4.35 2e,0 1.40 27.0/. 2880 1.61 Z0.0 4881 2-6_0 1.�8 230 1-e5 23.0 1.74 22.0 21 x180 x.111 - Mot WI. ew 6259 19324 18 19 18230 17819 /7122 16555 15995 15446 11683 1335. 9430 37.0 4.99 31.0 6.01 36.01 79.0 6.2Z x9.0 0.20 26.0 .34 2 .0 5.31 �1 Z!•0 .4Z 44.0 10 43,0 4.72 - - 152ee e7 ee52 - --- _ --- _ - aeo 2738 2 5o 5.8 "1 - 5 l02C8B 311 218 2-116 10580 9426 . Motor 8 _ -, 8.1 1 -7.4 M 1671 Drive Wt. 216 3t04 1 10323 B93B 10.93 71 B. -78 i.e1-eo 31 -305 3212 -+208 10761 .-_9137 __283 11.2 82 9.2 .N 8.1 1.6 .6 au2c/9 + 315 3317 12452 11202 99x2 8134 _ -- Molw b i t e0 10.3 .94 9.0 .97 530 - Drhe WI. 13056 11854 10Wei 330 3175 S Ate - 12. 1.01 11.1 1. 9.8 1.11 9.1 1.13 0 _- - 145 13649 12501 11325 WON 421 3833 -- _ 11.3 1.18 1Z.1 1.21 11.0 1.27_ tO.Z 1.30 9.1 1.22 102088 +yr -355 3738 14015 12929 11785 1081 8815 --- r Motor b 1 1. 12.8 1.32 1.8 1.38 1t. 1.71 10.4 188 Drive Wt. 3643 11410 13366 12215 11132 9190 _ 1 - -- 36306 13.7 1.11 12.0 100 11.1 1. 11.1 1.31 10.8 .00 15034 13992 -12930 11 7 tOs34 8376 300 1001 18.8 1.8- 16.2 1883 13.8 1.89 12. 1.72 1 19 1.73 11. 1-27 --- . : 15621- 11626' 'food 14590 148, 0"2� -2-93 _ -- 402CN, 396 4160 71.9 1.78 18.2 1.61 /i.7 1:811 I-ti 1.97 19.117 7 8-96 7288 1.ee 1273:66 Motor a 1 Rai 1427913x91 12265 10754 6980 OHw Wt. 410 4317 1 1.99 1 .3 2808 18 2 2.11 14.8 2.15 14.3 2.17 13. 10 13. 1.45 110+2 16099 15164 U214 13250 12108 10166_ 4171 130 182- 20.0 2.30 16. 17.5 2.13 18!14 ie 1 .e W. 15.3 2. Z 14. 2.45 19,7 1.29 - 17 3 16916 1602. 5199 11246 13 11 10X 108 3 460 4739 �.0 2.63 20.0 2. 19.3 2 74 18 012.92 17.2 2.81 15. x.87 16.1 Motor 8 _ 18594 11754 16907 6015 15188 14310 13197 11 ems_ Drive W1. 170 4919 _ 71 24.0 3.00 22.0]9.08 210]371 1971321 1886 3.23 1 .3 3.27 114 3.27 17.tL_ 1e. 02 - 82� 19151 18991 18197 17393 18573 15781 14907 1378? 1:082 210 3A2 26.=89 23.0 9.70 22.0 3.86 21 033.67 21AJ9.89 10.7 3. 19. 3.96 19AL e3 i et8 - - -' 11919 71190 1613-0 15 14109 l02CttB 5 20988 20223 19475 187x0 _ 630 5581 �0 1.31 .0 4.311 QE.O 4.43 16.OL4b6 210 L4.6 i 23.0 1T0 12.0 1.06 22.0 4.11 21.0 79 20 1-01 t i Motor b 21957 X1218 _ 20532 _ 19813 � 19082 18344 17833 16878 15979 1-0 13 2964 _ Drive Wt. b66 5844 31.0 1. 30.0 4-b9 18.0 .11 2 .0 6.16 26A 8.6 51 21.0 631 pi.0 63b 22.0 5.12 22.0 5.22 2t 0 2.2 98 - --_--- 2663 -111 2 9747 8181 _- - 7.2 0=.y 5.0 .S1 - 445C1b 1 P50 2913 13385 11602 _--- - - 9.3 .71 Molar b 1470913105 11477 Drive WI. 215 3204 1fA .99 OO1A5 -b.6 1.01 7.8 1.04 _ - 96 1x37 13898 12134 _ 1 -- 265 3320 1 1.10 10.31.10 .1 1.1 6611.1 UeCBB 114 20 3411 15772 14286 12173 1 1B Moto B 12.9 1.�2 11. 1. 1.31 .0 1.33 .7 . 4 Orlve vel. 3sd3 16307 11-10 13403 117 6424 +` 13.7 1.35 11 1. 1 _a tA0 9. 1. 0.2 1.03 36 BHP doe%not inL ude drive 101111. 112 1 " 1 P O Box 127 • TOALATIN OREGON 97062 • PHONE 692-2601 BUSINESS ASSOCIATES INC February 6, 1985 6975 SW SANDBURG LN CITY OF TIGARD 12424- 1 254D-102-003 Insp . Typo NAF Dear Sirs, This is a Fire and Life Safety Plan Review and is based on the 19F12 editions of the State of Oregon Structural Spe- cialty pe- ci,a1ty Code and Fire and Life Safety Code (UBC ) , the Stag+ of Oregon Mechanical Sp. cialty Code and Mechanical Fire and Life Safety Cade (UMC ) , Uniform Fire Code (UFC ) , and other local ordinances and regulations. New door opening into the south exit-way system shall be not less than a ane-hour assembly and sha: l be automatic or self-closing Not less than one ( 1 ) approved fire extinguisher with rating of not less than 2-A: 10-D: C shall be provided for each 3, 00.7 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet UFC Standard 10--1 Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance jith any applicable regulations of local government. If you desire a conference recording this plan review or if you have Questions, please feel free to contact me at 682-2601 S ' ei Ge a Airc ill Fire Prevention Bureau I B16' 7B1 7F �1R ' 0' ' flll �l RU �fl � � ifl � fl � 0 � � C110 �1 DISIRICI 4WA� P.O BOX 127 • TUALATIN. OREGON 97062 • PHONE 662.2601 BUSINESS ASSOCIATES INC February 6, 1985 Suite 260 9600 S W Oak Portland , Oregon 97223 124214- 1 254D-10 -003 Insp. Tupe RAF Dear Dick Kuehl Investments, This is a Fire and Life Safety Plan Review and is based on the 1982 editions of the State of Oregon Structural Spe- cialty Code and Fire and Life Safety Code (UBC ) , the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC ), Uniform Fire Code (UFC ) , and other local ordinances and regulations. New door opening into the south exit-way system shall be not less than a one-hour assembly and shall he automatic. or self-closing Not less than one ( 1 ) approved fire extinguisher with rating of not less than 2--A: 10-B: C shall be provided for each 3, 000 square feet of floor area or fraction thereof The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet UFC Standard 10-1 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 ;f you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 682-21601 r Z Si _.Pref ne B rchill Fire Prevention Bureau i TFFML.hD OCCUPANCY FIL,r LIST FEB 61 1965 9:3139 TUALATIN RURAL FIRE DIST PANE 1 .K:Y INFORMATION:- Assi4nmunt Cody R226C --------------- <CONSTRUCTION INFORMATION' 0-IRF PROTECTION INF'11RMATION; FMI-Occupenty Number -------------•I------ 1. Floor Construction S.WUUD L Hatard Class 901 591 2540-102-003 Flour Cove, Ing b,CARPIt1 2. CIBC (ILL Class 1 0-,^ 3 Roof Construction 5,MFTAL :1 Bus-llcc Name L Address 4 Roof Covering Ba CLASS A 4. 3 ---------------•-------------- 5 Flue Type NONE t, 4 BUSINESS ASSOCIATES INC. 6. Heating System Type ELECTRIC 6 Heater Room Enclosed N 6975 SW SANDBURO LN TI 7. Interior Finish Type: 8,14OKLOMHUST 7 Number of Stairs2 ':BASICINFORMATION> 8 Exterior Finish Type 2,WOOD 8 Stairway Enclosed Y ----------------- 9. Structure Columns S'Ik'FL 9 Number of Vert Shafts 4 1 Occupancy Phone - -- IU. Construction Type V-1-HN I0 Exits Manager's Name 6 Phone 1l. Total square feet 31000 11 Attic Stops 1 ----------------------- 12 ground Area Sq Ft 11016 12 Alarm Shutoff Luc I-CS 2 13. Basement sq ft 0 13. Power Shutoff Loc 3 - - 14 Building Height 99 14 Water Shutoff Loc 0-914 I', Number of Stories U 15 Nat Cas Shutoff Loc U Business Mailing Address 16. Buildiny Value 9bu500 16. Fire Dept Conn Loc 0-W ------------------------ 17 Contents Value U 17. Sprinkler Control Loc O-W 4 IS Other Value 0 is. lype f 5. 19. Ins - Building U 19, NumberofpHeadstem I630T PIPE h 20. - Content!, U 2U. Uprinkeer Supervised Y 21. Occupancy Square Ft 3h46 21. Hn,ard Classif LIGHT Owner's Name, Phone, h Address 22. Ceiling Typo 8UUPENDED 22. Anti-F'reete System N ------------------------------ 23. Wall Fvom ii,g 4,METAL. 23. Arra Covered by Spr l00 Dict Kuehl Investments it4 Ntaud Pipe Site 0 1 8 503-244-0999 25 Int./Ext Stand Pipe NONE 9 Suite 260 26 Wate, Available HYDRANT 10 9600 5 W Oak 2'/ Attie Accost Lac NUNS 11. Portland, Oregon 9722) <SEC:URITY INFORMATICIN'- 12 Prcpsrty in Use YES -----------------_...- t3. 180 Class 3 1. Alarm System lupe A(;11 14 Census tract J0'/ AL.irm Number 4:1;' 15 Code Edition Used 19U2 3 Alnrm Comment Code WA'IEIf FI11W 16 Date Built 06-01-83 4. Ouord Security Sol-vice NHNF 17 Date Remodeled 10-18-84 5. phone NUN-•F 18 Insp Type/Month INF /12 6 Watchman on Duty N t9 Property Type OFFICES 7. phone NC)N--F' 20 Special lid, Type NUNS 8. gur,rd Dogs N 21 Special Hazard Lac NONE 9. guard Dag Uwnel 's Name NI NF 22 Misc Number 1 U 10 phunr NUN I -- number of occupancies Iisted is 1 »»>;»»» 5187 DATE._ janua_r ry 22__-.,i9 A� BUILDING PERMIT APPLICATION TIGARD �q.y.•1004 ThE•LINDEHSIGNED HEREBY APPLF'S FOR A PERMIT FOP THE WORK HEREIN INDICATED BUILDS PHONNNE - J OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNERLOT NO. it3tT-___ - OWNER Wiegal Usv. JOB ADDRESS 6975 8.w. g4'vdbl�>r� ZS i - --_—_— ARCHITECT - ENGINEER DESIGNER _____ ----- BUILDER CAMW ADDRESS - --------- _ -- _STRUCTURE _O NEW [I REMODEL ❑i ADDITION- ElREPAIR-- ❑ RENEWAL_------------DAM-- ❑ DEMOLITION _- RESIDENCE CCOMM ❑ EDUCATIONAL [I GOV'T 11 RELIGIOUS ❑ PATIO Cl CARPORT ❑ G_ ARAGE C7 STORAGE ❑ SLAB❑ FENCE C. =�- --"" rPLAN CHECK 9Y _- HEAT OCCUPANCY LAND USE ZONE _ C"p BLD__ G.TYPE s'1 FIRE ZONE _ --------__. LAND _ ----"-- _ --- d lane - - rAmutact lenal t-_ Wi.,fUsti" Per aPPTO-V p _..__�--------- 1st flour- "Business Assoc. SEWER PERMIT 0 - AREA NO.BEDROOMS 'IALUE f's200 FLOOR LOAD HEIGHT NO.STORIES_ - OCC.LOAD ---" LEFT SIDE RIGHT SI')E _ BUILDINGDEPART. ENT SET BACKS FRONT REAR -- - -- - ONING Permit 62954 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, AT 40.63 ALL APPLICABLE CODES AND ORDINANCES, AND IT IS 14S� AGREED THAIANCE T THE REGULATIONS AND AAND IN Plar Check WIDTH ALLLAPPLICABLEE IN ODES AND ORDINANCES. THE SSUANCF_HE PLANS AND EIOOF THIS PIJRM T DOES NOTAT 25.Ou RESTRICTIVE COVENAKI'S. CONTRACTOR AND SUB CONTRACTC'iS TO HAVE CURRENT CITY NUSINESS Su • o a LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBIN3 AND HEATING. << 2.5u State Tax - __ soc- 130.63 Total PDCM APPLICANT OR AQEN7 ------ - J By J Receipt No. / - PHONE Approved HCk t b j e ' — AD•�—_ s DATE ;INSP. TYPE INSPECTION REMARKS PLUMBING GATE 2 ----- -- -_ --- _ - Connector - t Permit No. Rough-in Fixture -._. ---------------- _ -- HEATING Contractor - ---- -_-- — Permit No. -- - -- _ ---- -- - ---- -- Gas or Oil - trough in— - •- -- ---- ---- - - ---- -- Final i ------ ---- - .-_ _ ._ -- ---- --- --- SEWER - -- I-- ----- --- ----- - --- Final DRIVEWAY - -------_ _---------- -Pinel Storm Drelnege - -� -�--- Main Drain)final — Sidewalk Curb d�Street Pinel Apprnech -- BLDG. DEPT. RINP.L T TEMP-.)RARY CERTIF1c.ATE OCCUPANCY Final CERT!rlCATE OCCUPANCY L, idsceping -- I I Zonln_Final z, i j� i t I, } INSPEC IN NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639.4171 Type of Inspection Date Requested / ts' ' 7 h -nnu/ A.M. 3 P.M. Address _ _`�i ��<v� �11�( T .» Permit # Owner _ y Lot # _ Builder The following Building Code deficiencies are required to be corrected: C f� f • i k' ----�■�!�.....1 fes, �.�� c�i-�._,/r � �/ -�....�� Presented to i -- 1-J Approved Inspector __— Disapproved Date CALL FOR REINSPECTION 121 YES ❑ NO +IIIc alr nl�[ F BUILDING PERMIT APPLICATION TIGARD DATE - '�'' 19— 513€3 r~ THE UNDERSIGNED HEREBYAPPLIES FOR A PERMIT FOR THE WORK HEREIN INDIGAYEb BUILDER PHONE _244-1804 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE -- LOT0. 100 5975 SW S��+ndburg �5��----—Y— OWNER weig+�l Dov. JOB ADDRESS — - ----- -- - ARCHITECT 7600 SW Oak #260 ENGINEER BUILDER_�R¢I�e __ __ ADDRESS Port land, Or DESIGNER STRUCTURE 0 NEW— [X)PEMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE fd(COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY 5-2 `LAND USE ZONE CSP _BLDG.TYPES-IHR FIRE ZONE- PLAN CHECK BY WR --- OCCUPANCY __ "pucthwent Marketing_" 3rd Floor Conbtr.uct t1flant m0dificai-ion r-.r approved plant►. — Na uc"upancy alicsavod until Smo1:o, Evae. far Buildi.nq ha*; beNn approved. SEWER PERM!1 M _ _ ----- — OCC.LOAD FLOOR LOAD _HEIGHT _ NO.STORIES I _-AREA 1471 NO.BEDROOMS / VALUE 4600 BUILDING DEPARTMENT — SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE -_ Permit 5C.50 I THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, 'ZONING -- REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check * 32.P i WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 01 FO WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE g""YIK * ,"10.20 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS ----- - LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 2.02 SDC- Total ,r-p rtt'r� _ PpCN, APPLICAN70RAGENT > yx muun ue lecelpt No. i ADDRESS _--- PRONE Approved DA INSP. TYPE INSPECTION REMARKS PLUMBING DATE TE Contractor Permit No. Rough-in Fixture Final i'Contructor Permit No. ath o SEWER Final DRIVEWAY F,181 Storm Drainage Wain Drain)Final Storm P Cu rb I Approach OCCUPANCY Final - Sidevwalk Curb&street Fil'sl Approach TEMPORARY CERTIFICATE OCCUPANCY nL[y,- DEPT. FINAL CERTIFICA11 C OCCUPANCY Landscaping Zoning Final M -LMI-ffANKLM-1- Tualatin Fire District Inspectiov Jotice 8405 S.W. Elligsen Road Tualatin, Oregon 97062 Phone 682-2601 Building Name -- Address -_-- --- --- ---- Pursuant to Section(s) of adopted codes, the following item(s) require correcting: 1 s�f I Date -- _ Inspector - CALL FOR REINSPECTION OR - BUILDING DEPT. K:. � ,w` rkiiICNIt OF OC,CUp Cy ICE- CITY OF TIGARD F I OREGON Owner Wiege 1 Deve lovment _ ___Permit No.-5059— Address __ 9600 sW Oak Suite 260 _ '` '1 c Building Address: 6975 SW Sandburg I .. 5-IHr• K Or Occupancy: B-2 -_ band Use Zone: c-P Bldg. TypeA a �t Comments: Tenant modification for "Bu Associates Inc." si December Certificate is hereby given this 17tt, -clay of r that said building may be occupied and that it, complies with all e# requirements of the Building Code for the City of Tigard, as approved ref by the Tigard City Council. � Dire Dept. wilding Inspector AD ti 1 —`— ~ ;., Building Offtcisl �{ fib Post Certificate in ('onspicuoue Place `�. 1 1-11 t�-/u ►� rti. 4k :..�,� ,,••`�.,,1y,�;J Ur��ll�, ���,��M�`�ja�'�:y=�a,�1t?;,f'� f�I,.,,���H.�� �""•� ►'� �«� �".7, `' �`�.'',7, Tr� •r r� � 1 ��h�. ��+!`"h ,�:,' _y��3•.� 7!+•tet h 't'��'' r.y h, �r., q�• t"'R;��f '��•± �� {t, �,, i w..r _4 .`lq ..-��: ...I+lyy �y/�.�•; .:rK, `1j�� 4 ='y ...e��y'.�nb�.� r� .� 4:I rl.'���y;.:.Y�:•;� ...� -6.4.:: A •Q .` �F��.6• �`. \i •`��„.- ,`L .it'�lta r+1, '�t• r `. '� H/yS pa, ew $''y.v6� -�' _ �'''�'�� O ooe•! BUILDING PERMIT APPLICATION TIGARD DATE Ortober S 19 84 5059 THE LINDERSIGNEE)HEREBY APPLIES FORA PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 2444n04 _ OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE .------ LOT HONE ._ __-_LOT NO. _.OWNER ,Jai,JD (levelt1 rtt JOB ADDRESS 6975 SW 5 r_)�jjburt� �, 97223 ARCHITECT ENGINEER BUILDER Same ADDRESS 96nu SH Usk Suite 260 DESIGNER — STRUCTURE ❑ NEW L_XREMODEL ❑ ADDITION— ❑ REPAIR O RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE [X COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB L FENCE OCCUPANCY __a LAND USE ZON E � _BLDG.TYPE "L-�Nh FIRE ZONE- PLAN CHECK BYGk—HEAT_ _ "ilusinRs Ass c�istes roes" lot Flour -�-- Toitunt s))u4e .improvement for %prayed clans. SEWER PERMIT# OCC.LOAD FLOOR LOAD_ HEIGHT - NO.STORIES 1 AREA l�2_NO BEDROOMS VALUE ft�F,OI I. BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SID% RIGHT SIDE Permit U.51 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check ' 32.0 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total " 20.20 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REOUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 2.02 SDC— Total 104.55 PDC# APPLICANT OR AGENT By L4 - — - - Approved Receipt No. I5'1 ADDRESS PHONE fllat ____� �` DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractu, Permit No. — - Rough-in Fixture Final HEATING —+ '- �----- "-- ---- Contractor -- Permit No. Gas or Oil Rough-in - — Final SEWER Final i DRIVEWAY Final - -�- --- — ---- Stoms Drainage - i (Rain Drain)Fhval — Sidewalk Curb&Street Final --- ----- - - -- Approach BLDG DEPT.rINA�. TEMPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OCCUPANCY — Landscaping Znninq Final r � � - t )i a CIrf OF TIGA RD No i 15 t 12755 S.W. ASH r P.O.BOX 2.3397 Date_. TIGARD,OR 97223 f Name Address Le. Block/Map 5u`1divisionlAddress `i'S' '_sem d ���` • Permit M's Bldg. Plumb Cash Check✓�. _ JG ) Sewer Other Other Rec. Bye Acct. No. Description _ Amount 10.432_ Building Permit Fees__-- _ , 10-431.600 Plumbing Permit Fees 10.431.601 Mechanical Permit Fees ^_ 10.230.501 State Bldg. Tax _ 10-433 Plans Check Fee 10-435 Other Licenses & Permits _ 30•A43 Sewer Connec;ion� T- 30.444 Sewer Inspection 24448 Street Syst. Dev. Charge 2.5.449.610 Parks I Syst. Dev. Charge _ 25.449-620 Parks II Syst. Dev. Charge 31-450 _ Storm Drainage Sys!. Dev. Charge 10.430Business Tax 10 434 _ Alarm Permit 10.227 Bail j 10.455• Fines -TrafficlMisdlParking _ 10-230• _ CF-A TrafficlMisdlVic. Asst.. 10.456 Indi(jent Defense 30.446.401 Sewer Service/USA_ 30.446.402 Sewer Service/City _ 31.447 Storm Drainage _ — 40.475 Bancroft Prin. P mt 40-471 Bancroft Int. P mt. 10.451 Other Charges for Services TK f C DEPT. Tti INSPECTION NOTICE Cita of Tigard Building Department 12420 S.W. Main St. 1;gard,Oregon 97223 Phone: 6394171 Type of Inspection J Date Requested n' �� Time A.M. P.M. 9 Address - �.�� �' -S� `— �^�� Permit Owner _ Lot # Builder The following Building Code deficiencies are required to be corrected: - Presented to _ _ _— Approved Inspector ,_�— - --- ❑ Disapproved Date - CALL, FOR REINSPECTION DYES ONO CITY OF TI —4RD No. 0084 S.W. ASH p.O.B �� P.O.BOX 23397 Uate t TIGARD, OR 97223 r_ Co_t Block/Map Subdlvis onlAddress � Permit ff's Bldg. Plumb Cash Check � y.. _ .. Sewer Other Other Rec. By Acct. No. Description Amount 10-432 Building Permit Fees_ - -- 10431.800 Plumbing Permit Fees 10.431.601 Mechanical Permit Fees 10.230-501 State Bld . Tax — I 10 433 Plans Check Fee 10.435 Other Licenses & Permits 30-443 Sewer Connection I 30.444 Sewer Inspection 24.448 Street Syst. Dev. Charge _ _25.449.610 Parks I S st. Dev. Charge _ 25-449-620 Parks II Syst. Dev. Charge 31.450 Storm Drainage Syst. Dev. Charge � 10.430 Business Tax — 10.434 Alarm Permit 10.227 Bail - 10-455- _ Fines - TrafficlMisdlParking 10.230• .___ CPTA TrafficlMlsdlVF� Asst. 10-456 Indigent Defense__ 30.446.401 Sewer ServicelUSA 30.446.402 Sewer Service/City 31.447 Storm Drainage 1 40 475 Bancroft Prin. P mt. 1 40.471 Bancroft Int. P mt. 10.451 Other Char e3 for Services — --- � TOTAL a DIP?. �i s CITYOF TI1FAM WASHINGTON COUNTY,OREGON July 16, 1984 Weigel 6 Kuehl Investment 6229 SW Canyon Ct. Portland, Oregon 972.01 RE: 6975 SW Sandburg St. Dear Sir(s): Enclosed is a temporary occupancy permit for the above referenced address. Because the smoke evacuation system has not proven adequate (as tested May 15, 1984) a permanent occupancy permit cannot, be issued. There cannot be any occupancy allowed abo,ie the first floor until such system has been approved. Upon expiration of the temporary occupancy, the smoke evacuation system must prove itself adequate to exhaust a second smoke test. If you have any questions please call 6.39-41.71. Sincerely, Brad Roast Building Inspector BR:ch 12755 S.W. ASH P.O. BOX 23397 TIGARD,OREGON 97223 PH:639-4171 rp ;f1 s7bry dyp ' rq't'y pty�, f{c... tl 1��4►. yr .�y��p« y AM"agi� ,�,Y+j,, � 3� �.1'G/t��� � �1tt'�'�",��vt , F ,;;� .`41114 .•<MII�' fi 'I pn•n', � it�l I� d ��B 11 ►n`� >►�!- rir k �i;a �,;,y�� ,,*. ir�•S' P". ki ��►� '4y. 'lry� ti,,r ��►^��4 !r��;; 1��� ; �•� n *41 t ♦ �l �,•0. `.'� �� — qA{!{ l,, �"� ICA7. OF OC up .,, y �. ��X f, RTIC 'C ICY t' CITY OF TIGARD OREGON Owner: Weigel & Kuehl PennitNo. 4485 (� Address: 6229 SW Canyon Gt. `7 Building Address: _ 975 SW Sandburg St. Occupancy: B-2 Land Use Zone: Gp Bldg. Type 5-Mr. Comments: Temporary Occupancy. Effective 6-20-84-Expires 9-20-84. 1, x, i tf f Orr,{ nnry of_IRr Lour QNLY_ Certificate is hereby given this 20th day of June 19 84 i that said building may be occupied and that it complies with all requirements of the Building Code for the City of Tigard, as approved by the Tigard City Council. r' t { Fire Dept. "T77. Building Ina ector ;fir�� �•� 1 � • �^��I r, e6 Building Official 1 Post Certificate in Conspicuous Place `{`,�q �t K• M. may, ... ` R '� ;. 1: i ♦J•Y '•'�/ ` 'y. i ;u�, ,es{ �.u. ,:e� r"r:f'- �,.. „��1 �y '�.: u', a..O'` "µ 10 �•,1 U •.,iN Ott �1�y�"t• tlbr.. �lt�,. + N �� �,nA► ' a � y� �r ai !..•s' 1 �H 4`a�. +i� t 4 y i 4•. Vylh. �rti+'+I•aq�,»AIUVy �,Y,�Ilpt;��'��,.'�N!'►k �� ,\i �R:,�/ r � ++"'Gr,'`"f`y^ a-�'�',_ 'R •' ,p tld ;;1b ,�a+''': 1y�i+M` �� ,,,,r,Ald} t%I;',,:tf ', ij alt:,: f^ x ,�¢ �' u '� �``'o'�,"t�'t:;`+r ' 's`�X•a ' k •4� M` ~ Y,yr. t a. a� +,r _ 'tW. , _ y i+,w' ad f°"'^.: •a."::rM^ ' a� y �- n10A Tvalatin Fire District Insnection'- lice 8405 S.W. Elligsen Road Tualatin, Oregon 97062 Phone 682-2601 Building Nnme.—�,- % ------LZ Purquant t,,) Sertion(s) of adopted Codes, the folinwing item(r4) require co"erting: J-1-64- -d L • Prtnr CALL FOR RFINSPECTIOM OR ISUILDMIG DEPT ........ INSPE( 3N NOTICE P , F- City of Tigard Building Department 12420 S W. Main St. Tigard,Oreqon 97223 Phone: 639-4171 Type of Inspection y� V4 r Date Requested/_c—�_ — ��� Time / A.M.-- P.M. Address Y�' /�5�,. — C Permit Owner--- ------------ — Lot # BuilderThe following Building Code deficiencies are required to be corrected: y — . o � ---�-"�,!/�,�--r c.'ZY.�?� /..tet►--'rr� � �"lia"1--- - v fie-_-- Al Presented to _ Approved Inspectnr ___—_ _-- Disapproved Date CALL FOR REINSPECTION YES ❑ NO w INSPEf 7N NOTICE i r City of Tigard Building Department t 12420 S.W.Main St. Tigard,Oregon 97223 Phone: 639.41-i 1 Type of Inspection — --"-- Date RequestedS '---/ -- Time_ — A•M•- P.M. nr Address .���`_''- �-� Permit -- ei Owner Lot # —._____-_— Builder - -- —/--_--- _ The \following Building Code deficiencies are required to be corrected(-; .10 �.—�— .E'X i T_ �z��" 3 /fin Le+��f' -1__s'•�--�=—�-�j A2 / —.—��' T�4 c�y iP/�off+✓.r Presented to n Approved Inspector /I Disapproved ` - Date '- CALL FOR REINSPECTION YES 0 NO DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor Permit No. Rough-in Fixture Final HEATING Contractor Permit No. Gas Gas or Oil Rough-in SEWER Final DRIVEWAY Final Storm Drainagp Gotir'3 RU9 -in ''h Storm DIna (Rain Drain)Final Sidewalk Curb&Street Final Approach eLOG DEPT. FINAL EAny NCERTIFIATE OCCUPANCY ANCY Final CERTIFICATE OCCUPANCY Landscaning Mrs Zoning Final .. _.__..�.._..". .... 4845 Qom, PUILDING PERMIT APPLICATION TIGARD DATE._ ?iay 14 -'___ -* 84 5 1 ,-iE ONDERSIGNED HEREBY APPLIES FORA PERMIT FOR THE WORK HEREIN INL"ICATED GUILDER PHONE OR AS SHON'N AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO.__-__ lU0 OWNER Keimfl JOB ADDRESS_ 14975 5N Sanduurx St. --- _ 2;" 1- IDD ARCHITECT ENGINEER BUILDER is" ADDRESS DESIGNER STRUCTURE _ ❑ NEW ® REMODEL ❑ ADDITION REPAIR ❑ RENEWAL 1_-' FIRE DAMAGE L1 DEMOLITION L RESIDENCE 11 r,OMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS O PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY _1�-Z..�LAND USE ZONE _ C!1 BLDG.TYPE FIRE ZONE— PLAN CHECK BY — Sr}` HEAT __- Teuant riodificativkf-ii:iproverueitt -"Siecaenc-A11i.sY Per approved vlay. SEWER PERMIT# OCC.LOAD FLOOR LOAD 5; HEIGHT ---- NO.STORIES I AREA 17U3 NO.BEDROOMS -----4ALUE 4,600 BUILDING DEPARTMENT _ SETBACKS FRONT REAR _ LEFT SIDE RIGHT SIDE Permit 50*50 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN TPE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES. AND IT IS HEREBY AGREED THAT THE Plan Check a 32.:3.3 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE "LIFWITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOr WAIVE sulu-1 10. 20•20 RESTRICTIVE COVENANTS CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 20.12. LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Total SDC— PDC# APPLICANT OR AGENT- ­By Recelpt No. l Approved OCIR ADDRE$8 - --- - PHONE -- - - Ya. 53.U3 5-4- f-A)ILDING PERMIT APPLICATION TIGARD DATE "a;LI!, _ _ '4 4846 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 244~IULa4 R AS SHOWN AND APPROVED IN THE ACCOMPANYING Pt ANS AND SPECIFICATIONS. OWNER PHONE OWNER OJOB ADDRESSLOT NO. ti975 5+r tih�Y �r B�1ILDER ` gran ARCHITECT - ADDRESS ENGINEER DESIGNER STRUCTURE ❑ NEW REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEW_AL El FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE 1 COMM L EDUCATIONAL ❑ GOV7 ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE (I STORAGE ❑ SLAB❑ FENCE OCCUPANCY B-2 LAND USE ZONE C-P BLDG.TYPE 5-1 *#*ZONE_._.___ PLAN CHECK BY Bt;R HEAT _ "ipnagt! irn,ru-,rer,�Hnt - "Coloni;rl Penn inC."^Per arove� -^ t tlanal SEWER PERMITM OCC.LOAD FLOOR LOAD i l _HEIGHT _ NO.STORIES I AREA 1�� G BUILDING DEI—MENT — I NO,BEDROOMS _ VALUE ,;. SETBACKS FRONT REAR LEFT SIDE ermit _ _ RIGHT SIDE THIS PERMIT IS ISSUED SUBJECT TOTHE REGULATIONS CONTAINEDIN THE BUILDING CODE, ZONING Plan Check REGULATIONS ANU ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE S11rT0?g1 * RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Total SUC- - PDC# -------- ( ----- - - - -- By APPLICANT ORAGENT No. --- Receipt "I Approved ----IihG I, - - p _ --- _. ADDRESS PHONE DATE INSP. YPE INSPECTION REMARKS PLUMBING DATE 'e--[(J fi 4 A.- Contractor Purmit No. Rough-in Fixture Final HEATING Contractor Permit No Ga:or Oil Hough in SEWER Final DRIVEWAY Final StormDrainage I(Ram Drain)Final Sidewalk Curb&Street Final Approach SDG. DEPT. TEMPORARY cEr'IFICATE OCCUPANCY TC ERTIFICATE OCCUPANCY Final Landscaping .'oning Final CITU OF TIGARD—12420 S MAIN—TIGARD,OREGON 97223 RECEIPT DATE:_, �� r 1 AMO ON1 ' .� _ . :• ,..�Z�.:r' - ', DOLLARS NAIAE �,,. �,..1., ;'> — CASH: -- ADDRESS: �.`i) t_� :� . ).,_.�. , — CHECK: , 1 ) a M.O.: _ N OF FOR: ACCT. d PlRMITS SURCHARG! AMOUNT SEWER BILLINGS 40-36� S_ BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 MECHANICAL PERMIT 05-332 Blill-DING PERMIT 05-333 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV. CHARGE 25-366 PARK DEV. CHARGE #1 30-367 PARK DEV. CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 TOTALS RECEIVED BY. PERMIT NUMBIRS ASSIGNED: - — -_ - Number Amounf Number Amount Number Amount ----- — S — - - S -- S -- S - S S S S- - - -- S S =- - RlCEIPT N ,n. 3 •��'/n1t1lM/fYffffff;t1111//////t//////tsfrt/r/f/Nf//1l/sffff/t///BeMass III///t/I/artBaIease gas///Islas Ise levels////10/11/////sell senseless assets//f/tfell f/Nf//!f/.*M% BUSINESS ASSOCIATES �!• --- b. �•`� EXPANSION �'• � Mrd* t o If t o I o ��I' I D II y�•, I •••rte of E {0 1 e + t y + T` 177, :�Jol 4- a dal a � I 1 �Y + I Ian - I IIS il 'I 1 + ��• —. { III -t I + _+ >r P P � I I 10 e i I ,n W�� •�a�.. II 4- L— I I * I I 11 I I �1//ff/h/11011 I I � ' I I I I I • • � I I T"! 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I I I I I T 1 1 1 1 1 -r 1I I I II iIF THIS DOCUMENT 1S LESS I I I I I (� I I I I I I 1� 1 1 I 1 I 11 11 1 1 1� � Jill I M i l l 11 11 � III I IfLEGIBLE THAN THIS NOTATION I I IT 6 7 _ 8 I 1�0 11. 1 XTUI , �9� IS DUE TO THE QUALITY OF — .— _ _•y� ,,� ` THE ORIGINAL DOCUMENT . - E 6Z 1M LZ 9Z Z �� £Z Z TZ OZ 6T £� T LI 9T �5t � T FT ZT TT T I 6 L 9 4 I I{II IlliIlli IIIIIIIIIIIIII!f IIII IIII (IIIIIlI (III1IJill1IIII IIIIIIIIIIIIIlil IIII IIII IIII IIII IIIIIlil Till IIII ` VIII) I" I .I IIII III ! III�II I11111111IIIIIIIIIIIII It I Illli Illi.11ll II. II VIII IIII iilllllll Ilillllll Ill 1II Illl�llli Illillll�l . L 111�1J11 w� wt�. �� •-�ahFM 'fie .... .. ._ .-. ,. ... _. JAMES G . PIERSON , 'INC . Consulting Structural Engineers JANUARY 27, 1984 MR. RICHARD 1<UEHL WEIGEL DEVELOPMENT COMPANY 96(.')(:) SW OAk: STREET SUITE 260 PORTLAND, OREGON 97223 CROSSROADS PLAZA BUILDING 6975 SW SANDURG ROAD DEAR MR. P.:'.UEIAI-: ON THE AFTERNOON OF JANUARY 26.) 1984, :1 MODE A FINAL INSPECTION OF THE CROSSROADS PLAZA BUILDING. WHILE N01 ALI- OF 1HE FINAL ARCH ITEC TURAL FIN I-SHES ARE 11%] PLACE, -mF NUT I.J.)TNI.-I IS ESSENTIALLY COMPLETED 1::R(-.)M A SI'RUCTURAL f.)TANDPOINT. DURING THIS INSPECTION IT WAS NOILD THAT TH[F FINAL TOUCHES TO THE STRUCTURE. T(J c:3ATISF'Y THE- RE(:!IJIREMEr\rr9 )F 1"HEOVF.*R INSPECrICIN BY THE CITY OF TIGARD HAD DEEN SAT ISFAC-TORILY COMPLEJED. IN OUR OPINION, THE STRUCTURE. OF THE EAU ILDING Is NIOW COMPLEI-L. AND is sin'rABLE FOR USE AS DESIGNED AND INTENDED. OUR COMPLTMENTS GO TO YOU AND THE SUBCONTRACTORS FOR A. JOD WELL DONE. t;j. E71:TOUP, P. E:. 408 S.W. Second Avenue 0 Suite 505 • Portland, Oregon 97204 9 503/226-1286 am F IRE JAMES G . PIERSON , INC . Consulting Structural Engineers JOINIUARY 27, IcP0 CITY OF TIGARD BUILDING DEPARTMENT 12142C.) SW MAIN GI-REET TIGARD. OREGON 97223 FINAL STRUCTURAL INSPECTION CROSSROADS PLAZA BUILDING 6975 SW SANBURG PERMIT #4485 GENTLEMEN: ON THE AFTERNOON OF JANUARY 26. 1904, 1 VISITED THE BUILDING FOR THE PURPOSE OF OBSERVING THE FINAL CORRECTIONS TO THF STRUCTLIF"OL. FFAMIN[31 AS SUGGESTED DY THE REQUIREME'NTS OF YOUR COVER INSPECTIONS DATED 1/11")/84 AND 1/1. 1/04. THE STRUCTURAL WORK: HAS BEEN COMPLETED, AND IN OUR OPINION IS SAT IAG)FA(.-ToRy. 'THE FOLLOWING REVISIONS OR CORRECTIONS WERE MADE 11\1 RESPONSE TO THE FART ICULAR ITEMS OF THE INSPECTION REPORT: jLjj!3L)_FLOOR 1 . NAILING OF joj.ST' HANGERS COMPLETED. 2. THE REVISION TO THE SAWN BEAM WAS MADE WITH ()UR (:::I\I()WL.E[)GE,. AND 19 SAT I S)FA AC TORY. LATEST DRAW INGr-*.) ( 1- 1 MAY a",:!;) �-ii.-i('3w Ti-411") FRAMING REVISION. I HAVE INSPECTED 'THE ROOF SEVERAL 'TIMES DURING AND AFTER COMPLETION. THE NAILING AND STRAPS ARE SA'TISFAC'TORILY INSTALLED. 4. HANGERS REFERRED TO ARE SIMPSON I"UFT SERIES. THE LOADS IMPOSED ON THIS PARTICULAR APPLICA'TION ARE SUCH TH01 THE MAXIMUM LOADING DOES NOT EXCEED THE NET' CAPACITY OF THE HANGERS (AFTER THE CONTRTBUT I'ON FOR THE NON--FEASIBLE NAIL ARE DEDUCIED. SECONDFLOOR 1. NAILING OF JOIST HANGERS COMF'L.ETED. REVISED C"ONNECTION IS SAT ISFAClORY. 2A. REVISED DETAIL. B/S5 USES AST11 (-V3,23) FRICTION CONNECTION TO COMPENSATE FOR MISPLACED AND THE 7 REFORE HOL.ES. THE REV ISED CONNECTION HAS MORE THEORETICAL STRENGTH THAN THE ASTM A307 901-TED CONNECTION OR11:37TNALLY SHOWN. IT IS SAT 19FAC'I"ORY AS INSTALLED. 408 S.W. Second Avenue 0 Suite 505 0 Portland, Oregon 97204 * 503/226-1286 3. THE MISSING' STRAF' HAS BEEN COMI"'ENSATED F'OP By INCREASING THE NAILING OF THE FLOOR DIAPHRAGM IN THE IMMEDIATE AREA OF THE CONNECTION TO THE LEDGER THT13 STRENGTHENS THE DIAF1HRAGM ENOUGH TO ELIMINATE THE NEED FOR THE STRAP. NAILING HAS BEEN SATISFACTORILY COMPL.ETED. 4. CROSS—HEADERS HAVE BEEN INST01-.1-ED AT THE CUT JOISTS. 5. NUTS HAVE BEEN TIGHTENED, AND THE CONNECTION (.)I:--'F'EoRS SATISFACTORY. 6. HANGERS USED ARE SATISFACTORY. U1--'LIFT *15 MODE.(?1' 111\11)r-.R EVEN THEORETICAL SITUATION. 7. NUT HAS BEEN TIGHTENED. E3. THESE DE*TATLS ACTUALLY REI::7ER 'TO TWO DIFFERENI" CONDITIONS ONE_ WHERE THERE IS A CANT ILEVERING JOIST., AND ONE WITH A SHORT SIMPLE—SPAN. IN ANY CASE, THE INSTALI-ATTON AS COMPLETED is SATISFACTORY. 9. Ok-% I(). BOLT HAS BEEN ADDED DY DRILLING THRU THE WALL, AND TS SATISFACTORY. 12. ADDITIONAL HANGERS HAVE BEEN INSTALI-ED. E05i-E!=99lR �jAk I 1. HAN67ERS I E BEEN ADDED. IN OUR OPINION THE ITEMS NOTED HAVE BEEN SATISFACTORILY COMPLETED. ENCLOSED WITH THIS LETTEF( 19 A SET OF THE LATEST REVISIONS TO THE DRAWINGS DATED 11 MAY j.,703 FOR YOUR RECORDS. �JIF:-:Rf`� � W. E IWARUar qw JAMES G . PIERSON , INC . Consulting Structural Engineers JUI_.Y 2,',-:-1 :1.9e WEIGEL DEVELOPMENT COMPANY 6229 SW CANYON COURT PORTLAND, OR[---(:)(IN 97:::21 CROSSROADS PLAZA PROJECr FI)`ERMESH REINFORCED CONCRETE OEN'TL_r:MEN: PER YOUR F<L: NJEST WE HAVE F't!: '_'.i. .. I 1 Ili... ;'.'1.DUU- U!H C;11 DEE3CR I BEE3 F 1 BE Mf S11 CUNCRE I"L, k l:.L lil ;..tl iL `. I`•It: I is j.', THE F h(.aD(J(:; .r IT A !:rr nrrH T 1(: -1 ]:9 IIJT"F,,UDUC,FV ()l" rFiE FiFI'rE 0F* 1 ].la:' FIUL.N.fl:) '• I'1_F !_lJk+ ! (;(a1V�'h LTC:' i - hN?1 AFTER D1!'3F,L-Rt-3AL E:+Y I 1-* AU I 1 C:)N CIF= I , !I_. 'mv-. MIX 1 NC3 DRUM, AL;r:3 TO Cal i;I: ,U f:I 1 1".: ,-::. Ht..Rk.'I"E F1(3A11\113T TEN91I_.11" C;rtFafJl:'i fiIHNERI-1'rF]:? ])l!I?.t'(`•I':.) (.(.IF.:C1r1( OUR RIF V l IfW (:)I:' F'HE SU13M.11-1 IwD H(--) l l'::1;1(>,I_ F R 0 D U UT H013 ElE::EN SU(; E'S3 FULLY 1.1S!'D 'I1\1 f')I:. 1='1_..:C(:.r, ! I , ' I Ilio-•. I PROPOSED AT -11.1E CRt:]SSROAD1") F''L.f-}Y/1 Vi t 1 AC(;E1-`1 THE SUE:'STI UTION OF A I fl-,-ll 1l Dal 1.1 1 1 1 REI NF CIRC I N':3 FOR 1.14.` .1 1 N('H Bl-„AU 1-%!:: L FII (JI WHICH 13 Eif"'E 1.11.PIE'D ON 'll1C DF'Abl] "Lj ":1„ ! ! !.I ':.; 1 !., . • I-I1 1 I-HE F•'RODU'.:r W LL.L_ 1.0- U`-;LD Al 11 -1- I L , YW1'U') O C;ONf...'.1- 'k_, ANI:' 1P.1 I'1ANUF EaC'1 UFiI:::.F?`_� Izf C:;1;1"Ih'11t '•II)w l'].I�lll;:i. 408 S.W. Second Avenue • Suite 505 • Portland, Oregon 97204 • 503/226-1286 tea► .r � 'w .e � � +� a. +w '•r --_ MLMORANDUM ❑ SITE VISIT JAMES G. PIERSON, INC. ❑ PHONE MEMO CONSULTING ENGINEERS [] CONFERENCE MEMO PORTLAND OREGON ❑ TRANSMITTAL To PvilectI J�L�H r r'S oc . Date -- Gr?.�D"a3R.o�9 C�S ��q�,p.— � •� !1`7'a'� ,� O�j a� E���_- ---Aid 94-tT_ i 82..0 1�3r d 4o(vq 6----- ---- ��N o CA � v.- C0 .044!' _ PAj_ti"Er-) i41ala %ENS/G�_- S7rI�o /naG Yui u�1CN� BY ---- -- g - ----- ames G. Plerson , Inc. JAMES G . PIERSON, INC. Consulting Structural Engineers OCTOBER 17. 1983 MR. NEAT_ L. PETERSON. P. E. DEVCO ENGINEERING INC. 3-1900 EASTGATE CIRCLE CORVALLIS, OREGON 97379 PANEL DETAIL ABOVE ENTRY CROSSROADS PLAZA OFFICE BUILDING WEIGEL DEVELOPMENT COMPANY DEAR MR. PETERSON: WE HAVE= REVIEWED YOUR PROPOSED DETAIL FOR' THE BOTTOM CONNECTION OF PANEL P-10 FOR THE ABOVE PROJECT. WE HAVE NO OBJECTIONS TO THE DETAIL AS PROPOSED. IT IS ASSUMED THAT THE CONNECTION SHOWN AND 'THE BLOCk::ING REQUJRED WOULD BE INSTALLED AT 40 INCH SPACING AND OFFSET FROM THE BLOCI:'I NG AND CONNECTIONS ShiOWN ON OUR DETAIL Sk:-1 DATED 2(--) SEPTEMBER 198'-. . AND THAT IT IS YOUR INTENT THAT THE BOTTOM '2' X 4 OF OUR DETAIL WOULD E+E INTERRUF-TED fAY THF_ 2 1/2 INCH I'R0Ck:'. SECTION STRUT BRACE. BASED UPON THE NEED TO STOP THE BOTTOM 2 X 4 OF OUR DETAIL, WE WOULD ASk:: 'THAT 'THE LOCATIONS OF YOUR BRACES BE COORDINATED TO FALL AT ABOUT THE MIDWAY LOCATION BETWEEN THE CONNECTIONS OF Sk-i, WHICH ARE PRESENTLY LOCATED AT 24 INCH SPACING. 'THIS WOULD ALLOW A 21 X 4 BOTTOM MEMBER OF ABOUT 46 INCH LENGTH BETWEEN YOUR CONNECTIONS WITH 2 DOLTS FROM DF T A 1 L SP---1 THRU EACH. SINCERELY YOURS. 5 -- i ERRY W. ESTOUP 408 S.W. Second Avenue • Suite 505 • Portland, Oregon 9?204 • 503/226-1286 a wria a W-Xa a W-mma "�EKO" a-' 3•�d 3� PANEL' 3K4 PIA�E w/ 'W4,r M6 • 2A.-"�/ chm Aw pw w00o + 9 Ll ofp� L �— � , • �' � 3/a� tng c, 2q•"/c 6�OGKINrs e. EAGu, S�EI:I_ E¢WGKE� a 2d."e't -S!E bttZap cs+-sc•�t72 __Dti:Te�11. g6Wu) S4NlPSON bS(o215 a 24 Ab P- 244" % -a�� !� tJR+�L END Zo F+Z C101 K k5.3 h�-4- �• LL .. 1 - , � SPECIAL, IWSPEdtlou QED.+� ��� • J6— - 7131+c.� v�oiE Zy� lb 15 �� ISED D�7W L 17/Sc�) �ZACKET DETAIL, Li 7-L Zo SF-V e3 .ti uJ NvcS�c�Er��S _ +wr +s +w �Illr nlr � w 1 -- �D � 0 ENGINEERING CORVALLIS; OR INC (5031 757-699'1 /�h1LsL ._..:—_I - - i i ...--/-•---f-_._.. . _�. _ '" _� _! �yT_�Ear�_S3w..�Jv.tt.._TO _"...__ • -- 1- - , NO EXCEPTION TAKEN �] REVISE & RESUOPAIT [Ji • - 1 I 1 �' I I i _ 1 _ �_ �_.. � _—.—.-----r ----_--— . •RE]EC?c� ❑ j fAAICE�B"fZ�CTiOi'1SIVOTEA[]� CrHECKING 13-ONLY iOR-- :1 _CO'.1P4tAN65-k�llN-iHE:- I I -_i_- i I -+�- I -�f—• r -y- CONTRACT UGCU.`.1EthTS G:DEC:CN CCiICFP1' Of THE PROTECT.' — 1 �- ANY-�'TIE'i-811�iMt!•!$9,.}y�; EfEEET4l+REiiENTS•BFT+IE�- ! I ;_ PLAtIS G tPEClfI^f1T�G;.S.I THE Com' If1AC 0i tjS RcSPGtItD�IN`� 6 Cd�ST. CTICN f FGIIN��: ': C �1,0U: TIGM OF NIS WORK; _t TT:'R"'T iwt I y J.1 .J:11. 11 1fENCE I I1 I� �� -' I-- OF HIS WI RK. - _ I I I I Ai IE GIf'C. I I -` 7 i 1 I — _-- - cr TAA- 0. Sc�.�1t fee za ,--I--- Sc"wW -G.`fJ-- - 3 ow- . • I PROJECT •�- _ PROJECT NUMBED! P TN�ujrPi�r I%PeIZY0,4,;s PAGE OF PREPARED BY N q DATE 8?-ssS i G) oc RA 2xd_ aRs 2� Y XKe its CIO 4K _1R0 2x4 2 6 Lo I •� �..6—I I I� s � � I`�.iB I I 7 cowoz 01 01 4011 4 01 40 it. � (u-IC 12 2 rt B 2 YL 3 to ml ao 4 I � 0 0 to ��2�g\♦I I axs I I ams a.�$v Cox G: l��E 51rs1pyal NLl4� U:�6 �.�IM 1�2,Co NX,EI'c Fowl qx� 5 KQ►��2. Fb2 RxBb REV ISD 1KYU GAJ �UMNG 527 �/ JAMr*S G. PIERSON, f►`JG. OREGON CONS '1%, Sly CfL .q; ENGINEERS 408 S.W. 5"I'0'\,C AVE. 1�. ,,p 12,�`� J`�� F�� �., ��v�� ���� PORTLAND, 97204 ��. Cc 1" OUL 70 QL1T V 6Q1�`� I l01" OaT 70 007' - ~ DBL. 2x,a Ft L/12 lvok fE B/R 22 A STz-C7 10 RPl2 lal" OITT TO OuT•� -_vErt�a�?_—_---- (..l• out t�J bLlt - ,K 4•a V-.), -- S�nn��so►a A3S — E.A STup - VP ac,B Q 4-4� -- a a le l LP OM 0 c;s� 627 L CRO�� OA1 PL� �, -AME: G P:EPSON, INC. CONSA'I' S*-r'j; CFAF ENGI,'�EERS ✓ �40REG09�; ` 4C8 S.W. SECOND AVE. WEtG�l DEVEl.4QME�J� PORTLAND, OREGON X7204 I 1 : E q► W-i qw �_�,n�E=t.. 3w4 Pi_a�E w/ '-✓a'b Nn le. a '��= kO Y I 3/a 6�'tPC�Z.ETE �� 5/g'PL.�iW000 - - i x Q � OJ -� G 4.qr"�c 6lAGK,11.Ufs G EAC,k � •� • ' ' - � btRaP A"CKoQ.. - �- Sl EEI. Btzo�GKEt 24"0/c -SEE. o /c •� - 3/a""� AG` � 24""/c —L11.1�N W/ '... _.. pQ��1.. ENO 'TO F•+� 12 • Ho�E.'S 1►a C I O w. 1�,.3 ._. . •a/a"� X1.16 t 4. •" �• � � --SPECIAL. 1►3SPEG�1Q1a ?E�`� . �.. �� .2`x.0 •�"���4' F•.FS . ^} � I :.•fir ?� --G 3.c''a��/4.• I L �7/�� ��.ACK�-� DE-r�l L En UM7 z0``VT� r ' J '•'�EN�-vJE'�,C,EL 1t��'JCS�'.T��"JTZ � - ❑ MEMORANDUM SITE VISIT _JAMES G. PIERSON, INC. ❑ PHONE MEMO CONSULTING ENGINEERS ❑ CONFERENCE MEMO PORTLAND OREGON ❑ TRANSMITTAL To l�E_ I�,�C.-- =s1.. �c. Project Date T -- --�� Q�` ✓'ham ��` ►�1�LL- l //� _sem aL�C�. -_ 1l rC)I Coves � J mes G. Pierson , Inc. C7 MEMORANDUM SITE VISIT JAMES G. PIERSON, INC. ❑ PHONE MEMO CONSULTING ENGINEERS [] CONFERENCE MEMO PORTLAND OREGON ❑ TRANSMITTAL To _ UJ� �CGGL Z)FQ(ILCOPK"` .N)'Y Project Date --- 2 -� �� ��;,�- 1�j • j tic-: ,\1 G _�—i X1L----) N 1 1z-��� r15k'r%c By: - James G. Fierson , Inc. I ❑ MEMORANDUM / SITE VISIT JAMES G. PIERSON, INC. ❑ PHONE MEMO CONSULTING ENGINEERS ❑ CONFERENCE MEMO PORTLAND OREGON ❑ TRANSMITTAL To E��E �F:_ �zPVrV-NT Project Dote By: . _ �"�' James G. Pierson , Inc. +w► �a � +�r +e� air wir s *r D MEMORANDUM JAMES G. PIERSON, INC SITE VISIT O PHONE MEMO CONSULTING ENGINEERS p CONFERENCE MEMO PORTLAN[� OREGON ❑ TRANSPYI1TTAt. To _Wt✓I_� 1�-__ SLOP C� Project ,A .--_ _ Date Tl11,1 1NU—_ - - - - By: tuXL etc' a, ✓ JBmee G. Pierson, Inc. ❑ MEMORANDUM ❑ SITE VISIT JAMES G. PIERSON, INC. PHONE MEMO CONSULTING ENGINEERS ❑ CONFERENCE MEMO PORTLAND OREGCN ❑ TRANSMITTAL To J.-R. CHEW T4N--_ __ Project C-CO)t:G� Corm1r'--�-,Qt �.g7 0 Date A4 k1�N� tet, Sik��rtrn�,1 --- -- — ----- --- ----- \H�� c.AD,) c�i rt M oy17- 1C?r•.lE c!�Jlr✓Lr'—,AK,OtJ OF AS_- ffgDP� AL 'UD�lLt E (aSrT2�_ j p�T COLUtnt1S G. �`Ic<Cyt1AL S --NOt N%3k%(-ChML . n AY E, f716PLAC.E0 iL.,n , wEIC-"F- 3xvEI- . C4 , By: w • 2 S James G. Pierson , Inc. JAMES G . P'IERSON, INC. JUNE 29., Consulting Structural Engineers i**r" Df`-)1--E HOLM -?ECEIVEC, WE I BEL DEVI'LOPMENT 6229 sW f'-'ANYOI\j J U N 3 0 198" 9722 1. 7 CROSSROADS PLAZA RETAINING DEAI� DALE: DOWELS rROM v001103 POUF WAI. L WH" DOWEELS F:-RC) HIVE A1\1 1:1 F*Flopf \IS1JF*P:-1C;j:I.�1q-r 1 0 0 1 f:1'\l (3 U. THE -willl ;..I F.'!- I IAI WALI- REBAR. f--I- CH J\jC-; TO WAVE A F:'RO,7EC'Tj,-CjIq r . V .T 40 N�.vj I -D M 0.1- f I L RETURN.11q3 THE WALL THE 01=FTCf:- nj\If.) IhIF:DTHE F:-J:�OL�j 141.1; 1 W.,- "-EN1B'rH REQU W]. I-PI pu" 'R i.>('11,! -TRED WOt.11j) to y IJ . WHILE TH.Tfs 1,S Nf*:)'r A AND A f- 1"HE ZONIL:,- I U MAX T 11:jM NO -3 ;j, CALCUL DURj:N1C-; TIM M I N 1 MIJIVI. YOU nP 13UPPI..I Lji. ..ENu; IN (.10DIT TON it. .4 SHOP DRnWINOS. HIVC- W H I'L r�- REL-N , I .I,j, LIF THOT MMI-z-v I THE REV1EW PRO r",V.! oi, Icy 01\1 J'HE Un(l EJT.' WHI'C"I-i P, r',IF. POURC-.7t) STRENG-ri-i •01\ A" W11-1- .jz yHj:.- PST ct7 J MAP I.I-IF TF �%'T L,L ONLY NEED WOLL. "EN p1r:- QUALI-T-Y r:"X 1"RA 3TP1----N0"1-ff -jr, T's Os 408 S.W. Second AvenUe • SUite 505Portland, Oregon 97204 503/226-1286 /� ❑ MEMORANDUM SITE VISIT [� PHONE MEMO JAMES G. pIERSON, INC. ❑ CONFERENCE MEMO CONSULTING ENGINEF:RS � TRANSMITTAL PORTLAND OREGON i To UZ) Project -- Date � ► CJS:• T �g�� r IN - CAv - ames G. Pierson , Inc. ❑ MEMORANDUM SITE VISIT JAMES G. PIERSON, INC. ❑ PHONE MEMO CONSULTING ENGINEERS ❑ CONFERENCE MEMO PORTLAND OREGON ❑ TRANSMITTAL ToProject Date 22, 0CI� Zs rwcrza lc-:? CD 9y; — r Ja, es G. �ierson, Inc. JAMES G . PIERSON , INC . Consulting Structural Engineers JULY 22- 19E": WEIGEL DEVE1 . -.0FTIEN 6229 SW CANYON c;OUPT CROSSROADS PLAZA PROIIECT FIBEPMESH PEINFORCED CONCRETE GENTLEMN" F'E R yC)UR RE"QUEST WE Hnva ..'E 'THE PRODUCT, I p) ;:jyl\ll HE-T jNjf'(ODUCLD ().T- r-WCE Or I AjQ AF"'TER 1)1,- UY I Mt .-HE" ACI-S, P 1, I*HE mI.YINU DRUM!, ALWN'3T IE'N911 f A H(_1 f OF -rHE TO OUR CE E1)SV7t_jj._j_y IT-3 1. y pj-*jODUG1* HAS FILEN ,1:7D (j,T 1+1E F"I- PROPOS- F t.(IF ACCEPT THE 0 F.c E..I., w t-,ET.NFORC1NL:3 FUR "iE HE ON WH I CH 1.5 LL BE U51.'.D A" ME PRODUCI W1 N YARD Olz CONGRE"I", AND MANUFriCTURERS 408 S.W. Second Avenue • Suite 505 • Portland, Oregon 97204 • 503/226-1280 ❑ MEMORANDUM SITE VISIT JAMES G. PIE RSON, INC. ❑ PHONE MEMO CONSULTING ENGINEERS ❑ CONFERENCE MEMO PORTLAND OREGON ❑ TRANSMITTAL To Project _ R!C) Date ,` _ ���-tip►��E-� ��r' ����_�..��-� -_ ����25 _ LS ._ c�l�iN _�x"gNil>i--fi�NY, CPJ y , 1 James G. Pierson, Inc. Z ❑ MEMORANDUM SITE VISIT -JAMES G. PIERSON, INC. ❑ PHONE MEMO CONSULTING ENGINEERS [] CONFERENCE MEMO PORTLAND OREGON ❑ TRANSMITTAL To AAJE16.7F.L.__S sF��1F_!'�Q_ Project !AZ A _ Date 4t, *1 C� Z -3 fi 2, _ — — � --- C-- V iswwff PSP?�r&,0%1E:0-- James t3. Pierson, Inc. ,. C? MEMORANDUM �3( SITE VISIT _-JAMES G. PIERSON, INC, ❑ PHONE MEMO CONSULTING ENGINEERS ❑ CONFERENCE MEMO PORTLAND OREGON ❑ TRANSMITTAL To �L�r_�cc,��� 1�_y�, I�CF�N�EIJ� c . Project ?(� Date �),�,-c En ���t� CU ��•. CC's a�� 1�j��jj _ - __.—_ C2c ��,r11�,C-- • iN �ZCE_,+��.;--� C>N ����C L���r G� —James G. Pierson, Inc. ❑ MEMORANDUM SITE VISIT JAMES G. PIERSON, INC. ❑ PHONE MEMO CONSULTING ENGINEERS ❑ CONFERENCE MEMO PORTLAND OREGON ❑ TRANSMITTAL To Project -- Date vv � iA ty'T c—)�� c �C_Ll+ �ti, f— 'c 11 C _ �� �•_� Vf.r�z�. ��— �c��-`n)r_. ►�'. n\ter /1/c.�rn c.� �, �tl�r�/i�I 1 ? c il-4, yc izr- 1 Jafnes G. P arson , Inc. O MEMORANDUM SITE VISIT JAMES G. PIERSON, INC. ❑ PHONE MEMO CONSULTING ENGINEERS U CONFERENCE MEMO PORTLAND OREGON ❑ TRANSMITTAL To I E L �o -�'In( t�Y ��='. Project G'-kr Date CFS_1��(��nti•zl C.-,Cal.:i LA�% F- irt��Lc\k2 1��'�C. �I.UC.� �AZi;�� £ C:a�h . ���rC�nl 1rol�tE_ `�►�o��rJ � �c�� �Czc ; I-�zn 1is-, —U5( y°a`1F-.T7 7o2'c"v7- ��— _ C (NO- BY - �James G. Pierson , Inc. 'er 'A► +! +� +wl � � we ar � D MEMORANDUM JAMES G. PIERSON, INC. SITE VISIT 7 PHONE MEMO CONSULTING ENGINEERS ❑ CON!"ERENCE MEMO PORTLAND OREGON ❑ TRANSMITTAL To - ���z�— E 1�.�E='�2FI� r p•aject CrtC�': �1� ���^� �sa�,(a - -,- Date rtA `�_ raC; r�< �,c►�F� C rF '� Tv)f CC)<i 1 1T� Lome Lriri7, � — BY James G. Pierson , nc. ❑ MEMORANDUM ❑ SITE VISIT ' � PHONE MEMO G, PIERSON, INC. ❑ CONFERENCE MEMO CONSULTING ENGINEERS n TRANSMITTAL PORTLAND OREGON -_ Project _—_____----------- --- _— ice=- Date _lw`=� •-.►_:,c_,r �"�C �_ — �� avE�_1Q.0 n tL ----------- ------ _sem:-=-�-._�.��(�c-i''► - i t`�i ����L -� c-� r"-�r C7► �l l f l CJ L 1t;aQ---------------- _ Ko iii ;�l FSr' BY: Fe9G. Ja Pierson , Inc. nq w a � qw A �.► a ❑ MEMORANDUM SITE VISIT JAMES G. PIERSON, INC. ❑ PHONE MEMO CONSULTING ENGINEERS ❑ CONFERENCE MEMO PORTLAND OREGON F] TRANSMITTAL To .IC-�E_l vf:r✓c,Z�ti7E�� Project ��c��:�� �� �►��11 Date ry C<Z=� Qjtw\ —_��`�k�c��tl Cwt_ H��M�>E_t��� l►�\�\C_E-\ 1--��1-� �.�t � r\)ci l lNJDl C.AT ---' -r wn NO " l.En►y1h �, _t3r�m�. �"�c1rnC •L�E�rYi�.� •�r� _� � C.�� it��[ .�� C.��)r �N James G. Pierson , Inc. �r w � �w •w s wAo �r +�r MEMORANDUM C� SITE VISIT JAMES G. PIERSON, INC. ❑ PHONE MEMO CONSULTING ENGINEERS C] CONFERENCE MEMO PORTLAND OREGON [] TRANSMITTAL To �_�� -i�JF_�__ ._�� C���' _ Project Date `•-�F.���. 1`� j "� ovA y\E.SOLK- -eA l c_UI C -Ly'%�7-1r.7T_ f�ltf_�< T,C)W i NriC_��_ IPU 2►VF Y�- — ^ �r-*'t ��7_ ly�s4 F. 7At, 12k F r 'C1rI� CT:c L�i�ti •� c it Ja ea G. Pierson, Inc. ,i O MEMORANDUM �[ SITE VISIT JAMES G. PIE RSON, INC. 0 PHONE MEMO CONSULTING ENGINEERS 0 CONFERENCE MEMO PORTLAND OREGON 0 TRANSMITTAL To l�L�l�a�.�— lf�.LP�ylEnir _ Project .Cn-c .��u� Vii` ��1 ---- — Date L �: 'r�►��3�_— r����-�_SJt�I`-�t.� .� �L ..1�%�-�.�..1 C3��- `�7E•(1.-;N r ` 2S W() n/ Y _r. —_T y�r M�✓ JCir.i Grp lelC" £l.)c — I By: Qames G. Pierson, Inc. w w +� Aw +�► w v w C� MEMORANDUM SITE VISIT JAIwES G. PIERSOW, INC. ❑ PHONE MEMO CONSULTING ENGINEERS 0 CONFERENCE MEMO PORTLAND OREGON ❑ TRANSMITTAL To1�2Project Date --- I L r') �, j _N LV C.,CS:>civ E' _<�crJ—_ ?►a c cic 7` yj James G. Pierson, Inc. NORTHWEST GEOTECHNICAL CONSULTANTS, INC. "47, S W Lincoln Street DAT E ,!5' - I JOB NO r)orvand. Oregon 97201 n -14.4413 _------- PROJECT G'✓� ssro�,lfr / �fi�l� / lLOCATION v�/7 e I 5 77�`�' - _CONTRACTOR OWNER Ale'4 � WEATHER Oo-rca57 A1111,0/tA �1PRESENT AT SITE Lx le ri��er ,��c•�c� SUBJECT /-rc�/ Cfi+ even« Jc";11e'5 Pie M+ THE FOLLOWING WAS NOTED ✓r.ver l_ ��, -,:sr�r �,� 3 cr- // L1 J t`T`( Yl c'Th �Lt i C4 c7T�C�c�CY ✓ Inr(i/1 >r /�fci/ CG+r Bi C, c.rf S (Iit el ^ Si r P Gl�- /�.('Aad l�'?Y ' Com"IC.F• •t�r// (.-�F'i�l �; 1' Cr Ct_�/-s=--�-rCrnr, �•r( Cl,'rke r r — _ ���i C �- ✓f� /� .✓c•' CI I'7 ( �'/1!� ((i Cr1'/ (�Cr�l S�ItC Y•/C:.37 !�t'J`�/ xv -� ,ft ✓�r!/t�fYc'�T� iz��a-, u'� 1�,1� ar</ 6;-re : Lnyc/ J ' �.)l•l e l/ 411 Y •� lti�/II //1��i'['� -17�1�}' 7' 57 Crfl f��1'�11_�D r74Is�.5 �� 1`r�l�.�-- .1�f7 / ✓ . /J . � r��'✓C {� cL�iC_ L !1 C` r' Cltf'L� - //l �Py_�ff n •j pPIES TO I + FIELD REPRESENTATIVE r efrr _ RECEIVED 3Y gar 'w +Z "F—MM—M-1+w[ >ws �► NURThWEST GEGfECHNICAL CONSULTANTS, INC. 741 S W Lincoln Street DATE ,5- 4-83 I NO. r,ortland, Oregon 97201 ')4-4413 PROJECT GYDSS�G�ClS - T IGt7 _ LOCATION (� "Z �—� T~s,•�rc� CONTRACTOORR __ /I 11._ 1'Ie�U CTT Com. 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Lincoln Street DATEti- - a 3 _ JOB NO 10313_ Portland, Oregon 97201 1 r� ?4.4413 PROJECT Crpys/Da�S t7ld.3a _ � ^ f fp� LOCATION i 1- r-5 Ibld � OWNER We, WEATHER GIp(�Iw — wllr SUBJECT J 14PRESENT AT SITE �,� p r�' 6 c(led THE FOLLOWING WAS NOTED i -4 �• I I I n 6 u 1 1 na l'l� lGe - t�y� i !�f, i I��i lbC�zL►+M.� T►� n a ads r+-r o�tau� �"+�� I���d_��n 1� w Lis 1 aLC�+ e G/c.ter �s 0 I ,ro. , �• J� _ ✓t native, 41 (s i►1J 6j C.� (eyfecA n� h� nC 441H -�-y�) _s2rrt . �n �c �• I r �'�r— re�4'✓L OEIC�i�is-vt.5 ��r- .�...�! T COPIES TO Eli3Ofi �- --- --- FIELD REPRESENTATIVE RECEIVED BY — _ wr wlr gall +IAt � wil � , NO;7THWEST GEOTECHNICAL CONSULTANTS, INC. ,'4; S WY Unc;oln Sheet Portland, Oregon 97201 DATE .5 -S - ',3 _ JOB NO. ^4_4413 PROJECT r ,-� p�ST- T a s LOCATION Z 11 e Z 5 Fred A Ivt �- CO1: OWNER kuke-I, r.•.� Ie WEATHER_ ��er s.� - C� I SUBJECT. SLG II►$ 10� PRESENT AT SIZE S ec qYm,i ,,( - 11�, C k ku r-i, THE FOLLOWING WAS NOTED c. Rk ro�SN 5 c r'V!G 0 1�, o-r Ttoil IJ S-1r m �. r x` 112 6 J a� I °% _hyo i 5 /'e,. i►� Dn a po I r,� s t' 9r-Me&0 lQ do s ft's cam- ocr�ro� ra �►' �/% -- --- - isuSSeJ br �t� wt�'L tJc��G w►, � �rA�t Can+ Joy+ c�.1 �,.�o t`�! G c( rrc4i4j, o C ru rnti So �lac� _ OL rYy0 r+e� c e� n c� a It OPIES _TO FIELD REPRESENTATIVE RECEIVED BY NORTHWEST GEOTECHNICAL CONSULTANTS, INC. 741 S W Lincoln Street DATE JOB NO. Portland, Oregon 97201 ?. -74-4413 _ _— _— PROJECT �1-nccrnin���, �(G2cs LOCATION 2:-!S- r- Field rc -�O-+f 140 . 3 �. -Dale- gr% N0 07 J M CONTRACTOR OWNER - WEATHER SUBJECT Si I h PRFSENT AT SITE —M% Li kof _ THE FOLLOWING WAS NOTED Qr���_�i n a 1�G �- Z� 10 P,14f • ��_ �_�l 1TS�1S1�Z`f6L�1�Q Y1 cl C 0 AL. cnitov� 4c -hai l a 1&2'a� dee r'LS TT�tdl-rs +est5 4iz J --est no's , d�ca . �e►1-�it�T �es�5 Ir CVC comoy_� rang(.n a), , 73 °Lato C4 e Ac,4 be e4, 5 1 0 Wei acI ECI C ltQ,�_� _ told 41,- wJL kue� — �s 4o be Qc., _ D 1 '7 , �rA�14dlt Z�adJeAo MeAfre � �1 fn ��-+ . �, S e e ol�m�a ern COPIES TO _ FIELD REPRESENtATIV ,I_ie.,7!!,.fl'�o RECEIVED BY 1 Nuclear RelatP,� JOB NUMBER 1�3• I . 3 Compaction PPOJEC7 (.�aySr�%ATI% PIAO,q Tea Data TATE AKEN BY DENSITY GAUGE FEST NUMBER I 8 9 /O , LOCATION h,,l,J,„S bn•IcF••S I,lalr.' 60-e •, DEPTH/ELEVATION r MODE.A DEPTH DENSITY — O COUNT 3565 yoq g4 t7 3 .4Z&G 3595 333L 3-5'42 377'l D 3513_ —EI 81.7 — COUNT RATIO ,71 0,7L 0.464 0.679 O.lsG7 I1.'11 0, 7SYi WE DEN..7, - —. — PCF .0 M.o A6 .o 1160 l9• --- OISTURE _ — -- COUNT 2118 ,�i`i L19n y'� )a1C ! G�1 / /�7/ �.h 179. 4 r�cc• ,r'!1 Iftity 30 ¢F. ;U•LS 'S es 2� ._G 00 0 o DRY WT MOISTURE I%I ~ &.11-7 — i DAY DENSITY &.ly y 5 _�2. 0 �(D. $' �• J SOIL TYPE it MAX DENSITY ------------ -� OPTIMUM --- MOISTURE , RELATIVE c COMPACTION '7 l b3 93 OI COMMENTS STANDARD COUNT REMARKS Cq) Jv DA, r}, DENSITY MOISTURF r.,, ,. .. •-.M .w. .,�r.. _r.�j• ,..wty,r r.►.yY1'S:v rAu�I'f"T..'M!�.`�.'�it.',� w ". u'. -+JR ._ .� .<r.r. .a,d•�D'�T►.,, ... .. 0 Joe NUM9Et�1(L�1 i Nuclear Relat►_.1 Compaction DATE - T •o+ r PROJECT CYVLW1n Test Data DENSITY GAUGE TEST NUMBER 13 sRG /y LOCATION DEPTH/ELEVATION .e. ►� - + _-eve- -4D-- - _--- ---- MODE A DEPTH DENSITY 3j8 SW couN, 3 3� X06 ,s4 _ ?' - D HST--- -�p� ,t p COUNT RATIO OJ� .�OSIJr�� 71 719 -- --'--- ---- ----� WET PCFNSITY ' - / MOISTURE COu?IT T. a~ illf65�—�N0 it S' �5�-�_ _ J. f` fir+•�i� - -- �O 1 DRY WT.- _. MOISTURE (%) DRY DENSITY SOIL TYPE r• c;if -. -- - - — MAX DENSITY OPTIMUM MOISTURE. -- `- -- "-� COMPACITION rr�. I rr �� ♦ / f COMMENTS �,.,,� d j ,j[ t!S" X� STANDARD COUNT REMARKS DENSITY MOISTURE rx wl M.1 Is NORTHWEST GEOTECHNICAL CONSULTANTS, INC. 741 S W Lincoln Street DATE 5-(:�,- 83_. I Joe NO. ►off, 3 _ Portland, Oregon 97201 24.4413 - ' PROJECT CXo:e!p 0 ?jslaal LOCt.'ION .Z- Iarc( tIej'j CONTRACTOR OWNER %AM ATNF^ C IQLAdq- X1,11 l�1 SUBJECT ,��7C� PRESENT AT SITE )ck 1 e On. TpiE FOLLOWING WAS NOTED _ _ArrwyecQ Oyx S. f_C_11�5��d�---- / .�_-. �`nn�ra�� �cm�I�nQ ��_ a ►-is a,,.�.�' �vw�rl�'S . iria SfJu.1�.w�:�Thr�� U Ar: cDYl1ay', 4) �f►� Of C A-rn D t r. {ACL u r►- i c� _�.____ -- Cone Intoe, kU 40 0 ce-11- ft,tr �rTyLN C&I-4 l n u 1 P%4 d05 C. Y-r UdA ej ori L LA-►'Ge fl ems_. _OPIES TO ��-- ---- —�1ELD REPRESENTATI --� RECEIVED BY BUILDING PERMIT AF (CATION TIGARD DAA, _Jet'"Hr P—19 s'4 4702 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 641-437b ORAS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE _ LOT NO. 2S!_ IOU lUGO OWNER t,uel.l JOBADDRESS 6975 S>r1 Serldbura 5t. ARCHITECT ENGINEER BUILDER Alnl,at ire Yrotectiun ADDRESS 18935 SW Wri�►� Ct,_ _ DESIGNER STRUCTURE L]AIEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL CJ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE f�kCOMM ❑ EDUCATIONAL D GOVT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAS❑ FENCE OCCUPANCY -_92 LAND USE ZONE C-2 _BLDG.TYPE __5 IikFIRE ZONE---PLAN CHECK BY Y•K•F•»MEAT _ Automatic 1 ire spinkler aIr_+tew clans reviewed _by 7'.P,.F.11. �•__ SEWER PERMIT M OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA_30,16f,N0.BEDROOMS _ VALUE 35,i1uo BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE _RIGHT SIDE Permit _ 2 15,;.)('j THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check "" ""'— WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 15•t1i; RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS Y' LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax '•GU Total 223.6SDC (r 01PDCM SANT OR 1 eMT By Receipt No. //.`!f/ Approved NCk - PHONE INSPECTION NOTICE ti0 City of Tigard Building Department 12420 S.W. Main St, Tigard,Oregon 97223 Phon,;: 639-4171 Type of Inspection Date Requested Z TTime�_A.M. P.M. Address Permit #A/�/ _ Owner -- _ Lot # Builder Thn foilowing Building Code deficiencies are required to be corrected: �T•—���6L��� Lp `�' 1� S�/�� .�1 .tet Ole ol - Presented to _ — ?—�--- [� Appro+ed Inspector _- ; , � r-1 Disaporoved Date CALL FQR REINSPECTION r ❑ yes d NO } INSPECTION NOTICE r City of Tigard Building Department 12420 S.W Main St. Tigard, Oregon 97223 / I Phone: 639-4171 ^ i Type of Inspection Date Requested ��—/ t�1 ----`-------�-- `_ `;__ Time A.M.--- - 7 P.M. Address � t S !� )mss ,.���—��. Permit ` t Owner — 1— — - - of # Builder --`------ The following Building Code deficiencies are required to be corrected: ---------- jo- Presented to - --- — [l Approved t Inspector . Disapproved CALL FOR REINSPECTION CI YES ❑ NO i M 1 Z h z Lu 0 bwo 110— j W ! iUJI z ® Wk L0I M zW z O < 0 CL i I a � I 04 aelm 1 i I J w Z ''qq ; V) a Z I _ i o c/) z t] I a' -' ; ac — IIo- uw Q w1 w cc z /� .J ai M w a c N (� Q Q W I 1 OQ m < 0W w cc x I z `� 10,34Z �-� O to p °D y I w i I Q -� � m W ' cn U LL a — cr a w V I = a� w C� j -� Z d C� w a Q Z � z U a- � _ JrUJ Z ac I -' v' `� z I — (/� N - .�. _ Q J J - I K K UJ ..� Q 1- _ N - U , C) z W U a w w x — _ 2 <t v x cc a x ,� � F- z � La1 p cc C) W N tl. ui N W Z W i U) w N cc GC I 's L) � � 1 1 I I s� ar I I I a z ! C� r � 00-ft. v.► r v v , iii 1 1 J. 1�..��1.3! !� t..( �)lr{,� r.f{•",I t•I�?d.?I,..`I�,��..� �:;�..I..I,,:.I• .I»....�. I �I I I I I I I I T TIF THIS DOCUMENT IS LESS ll III Ili LEGIBLE THAN THIS NOTATION , 4S 1 I 1 I I1 TT 1 1 1 1 I f 1 l l 1 i l 1 f i 1 l 1 OCTOBER1993 IS DUETO THE QUALITY OF THE ORIGINAL DOCUMENT . — No.36 C ww'dos E 6Z 8Z LZ 9Z 9Z TZ OZ 61111111111, LF1111111911 11 I 'PT ET ZT TI T 6 8 ` 9 9 t Z Illi IIII IIID Illi Lill IIII IIII III) lill IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII 1119 IIII il1 ILII IIII 111111iii III ' T "'�" I�IIII IIII�illi IIIIIIIII IIII Illli IIIIIIIiI IIII hill II I IIII illl�llll IlL11 i 11.11 (II�iJII � N.....•—....�.. I.'�•.,..»..•......WY.v....N...._...r...._.....w..........rr V.+.�.n+�..ww...,....,..w...........'..w.......,...»....Y...r...._.w.....r..u.rVn...w�..ww.,.... J 77 .. y r ' • w+•.+Mw..u.4s.r--,..w'-'-._r...w._".."'.1"."'w'" _.-+�•r+.....-.+r�++ .. -._.. +...'��w..r. _..�.............s....._..'w-_.'�-----...,..•.,�.�..+...� r • X111 r r 1.. • - • 1 r ... • r I 1 i 1 1 - r • _..�___... ,�, __.-. .__ �. �� w,_.._._._--- ._____ � - - _..._-..._._._..___..__.:._....___..�.—.:,.mss. I - 1 I �r I G:pm..'yr lbID" ..� CITY OF TIGARD -- ..� PERMIT '0.s � � SITE ADDRESS ,i .� ___�__ �..._ _..!ra " ';� : cam - ��� '� �_ Ic3 -r►. BY _•, TITLE DATE . .._<D _A_t-_. 20' qp 40 � -------•� --- ,,,. ` a 1,,1.1 ' OFF! E OFFI E OFFICE REC PT'r ik W �I y� � � f /.,t 'NW- rsZM . . p ., ( J� ��� ►,. �•+ OFFS` OFFICE OFFICII OFFICE OFFICE FICE OFFICE -- ' was PROFLOSIONAL OFRCES , ►, ` -.t.� ' . IgoI !� , , , CROSOMROADS IGEN/ R — 10 697':5 SW SANDBURG PORTLAND, OREGON I..I . , r,.l0PIJr..... .._. rTHIRD FLOORPLA 0— moo 4101w, 40, 1" MINNOW 1 + + 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 f•l I I , I F THIS DOCUMENT I S LESS I I I I I I I f I I I I I I I I � l � I I. .� .I ( I I I 1 ' Ill l l l l ( l l l i I ' I I ! i l l l l l ' I I I I I 1 1 1 1 1 T 1 I l f l l l l l III III 1 1 1 •I 1 1 1 l l l i l l i l l II 11� f I 1 1 III I I I 4 LEGIBLE THAN THIS NUTATION , � - ` 1 3 I I i I I I � _ 4 5 6 g 11TC �R 2� I IT IS DUE TO THE QUAL,:I TY OF _ _____ _-- _..- _--- _� __.-- ---- _ _ _ No. �cwsw�.....,, _ THE ORIGINAL I)C)CtIMFN`l' . - _ - E 6Z 8Z LZ 9 Z �Z S Z TZ Z 61 8T GT SI SIT 1b' T ET ZT TT T 6 L 9LL11 IIII11II IIII IIII 1I II II II IIII IIIIIIIiIIII I II IIII IIIII IIIIII5illl�roll" In's. u�mml hl 1 1 w �a. .a► UWA an +9ets �r i INSPECTION NOTICE Nd City of Tigard Building Depaitmeni 12420 S.W. Main St. Tigard,Oregon 97223 i�' jtrc_ Phone. 639-4171 1 Type of Inspection i Date Requested Time A.M. P.M. Address J :�4� ,,.7Q'"•^ -fOPermit #_ �_— Owner-- _ Lot # Builder The following Building Code deficiencies are required to be corrected: 02=1 Presented to _ ❑ Approved Inspector _,�s ❑ Disapproved Date CALL FOR REINSPECTION 0 YES ❑ NO .. ne �r w s .et �+wr ae ■e INSPECTION NOTICE City of Tigard Buiiding Department 3 RID 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639,4171 �!� Type of Inspection Date Requested.___Z O G' - `_ Time__ — A.M. P.M.—� Address [l�2 7.S --!5 t�� "`�,,�� _r_ Permit Owner—_—.__-- __--- — Lot # Builder The following Building Code deficiencies are required to be corrected: C7) i 7• 'L� �T -s�1.Jsr"-2.x-1 C�4'�. Presented to : ------ ❑ Approved Inspector - ---- � Disapproved Date CALL FOR REINSPECTION p YES C7 NO ���-D PRoFFs coo, r 4k, 7294 � ENGINEERING CORVALLIS; OR INC (5031 757-8991` - ---,-- 3, OMOM f.1,'l2 1•�i',4,4 l N„i r,; - f':✓ , �< t• P El r' ESS --_+..---L..-�- i-- I !_ -- - --1- -=-- -- h/�,<�7.= 2 use � / s, 2•.n�_�.?� tk u,zr.- -.T_ _ � .��`� :SSo,.�,o to��.�I�<<, !�4 r��t/ _ . _;_ — ..--- �---�— • I---�--- 6. 70(. I _� -�-- � � _1_.. __.L.__ /r�' L��I S -�• S r✓Q. •r' ��a.;J• G .C.�g +rn?.:1._,___.Iw _i .. o Al 7T. }Jf t- - _L�---}__•_� _ __J�-.�1...___._ _ _tel. PROJECT �� .� v j -.� -; PRO,IFCT WMBER PREPARED BY .t/<, DATE ' '2 /33 PAGE / OF .ir, rpt-�+�r ger aw aw year ■t +� D LC V\ c 0 ENGINEERING CORVALLIS; OR ``�. 7294 � INC C`iO3] 757-8991 .,� - T OREGON ti Z4 ,g1 [. El .20.20 -- I 1 _ 4 ,�-•- ._ . ».._.�._ i_._ _. _ .. _ ..tel�Zl.-1-•�' �,- 7"•'f�. V.�., �•7•l(iw/li� ._.. I�I--�.. I - � �_ ___�___l._.... I ! -�--f— ...0 3)f3:3'� L 12o(r)(r.19 (.1lgi s - --- —�— I ! _X :�6z33-(s). .743,31 3,pr)`17r s0sr7 61 PROJECT �- PROJECT NUMBER PREPARED BY DATE PAGE L OF g 3- s 5- s r y I PR '0® �a a X51 �G l IY d 4e' y L ENGINEERING CORVALLIS; OR 7294 INC 15031 757-0991 1 r 4, QRIfGON 24' C. PE��'` _;._-,__._�--+ •-- �—^I`I - ._..._.__ _.-..... /, 6 L��N asi+..evil. .Lo.20.��.f2�1�•r1�o✓ I I ' Ar — i to �'• ._ ... '6./.�L./. -.�N a'4'ofNo. 2 l I 1 tow I I I PROJECT _ /- PROJECT NUMBER PREPARED BY 104 DATE PAGE :s O:FF:j ,•.n .w v .+� .� •� 4w we t� w U P R a al V- 00 * ENGINEERING CORVALLIS; OR � a 4 INC L 503] 757-8991 r4, IG y�'9yQ 24. t)AAL t 4A I 1- --i-dK J�l�.<< JPA *_ f I I r i PROJECT PROJECT NUMBER L L✓.��A t �ti/.J.,t T.Cr�_S — ��J s t ,Q V�a/�, / [�► �i/- PREPARED BY A/7 DATE PAGE 4 OF 3-s s s�- PRO fs ENGINEERING CORVALLIS; OR r X72 INC [503) 757-6991 !, OREGON yF,99 �1ry ' 24• N9 �QC, ' - -_ _ _� .. �i'-�.J 'L. — rias r—l✓r . — �./i!' t t..t ' - —� _ . ._.. , !11� - � ?a i t��too.r;-•-• � - - •--- -- i I I � I i I I 14J T 117, - -+---�-- ----�----- •-sem--..__i_ _i ;_-._-_ - i--- �- i i I Sr o �-- t --t-- �--L.-_ �_.. _� _,�tlof ._..__ Cw.�` . __ __ u���.�._1�� .�?r1.u�%�_ �,�►!�oJ6L�-- _ • -�f. I 9 0 __. I _I ._. -i l/a(yr 4 i I � i PROJECT PROJECT NUMBER CL ✓,✓,�s .1/�dJ 1'n/i.j — C/t d S J /iM S 1,c,� Z/1 PREPARED BY A)10 Df,TE PAGE S OF 9 3-.T S Sr- .vr IN s •�r 08 V010 IPRp��s�� ENGINEERING CORVALLIS; OR �' 7294 INC C5031 757-8991 - 8aE6�ol�" z 4. I _ 4. P ElE�S 'r-- .� _ �3 3. t - ! r� 910 8.S3 . , 36 27- L 2 i r APS - - - . 1- A Y PL �_!.._ _I-��. --- , I � 3r29,cda vow, -_•_._�•. I � I - I I rot. �AL�.Y.d- IQOS C. .�r'� 3743%4.. cl+r �--• __..._.... PROJECT PROJECT NUMBER PREPARED BY i,/ 3- DATE PAGE OF 9,3- s- 729 ENGINEERING CORVALLIS; OR _ INC C503 75-,'-89sl 1 2� R 24, ,91 �f� PEI 11111111 u _ ! 3609 i f2pn� ' I .— -- •-- 2,;r-_-•� __ . . ___ 1._ ., ._ _t.�_ T--,�O -ra -�o -e�y•t- - i.,Ut' ice.w_ 1/061p- 4L4 a6y Il-----.�..—_I _—, ----_ -�-__ .4.�cr,�nl.V.rit `.._ 1 o C 4� .. 0. 141 C 40v 4. .�+7..- I t- i Al,. - :- -.— ,---•.._ - __-_-._}._.__..._. _._.: . - - --•-----___ !.,auk= Z_ r . .. ._ i PROJECT (fp , r s 0.4v 1 e•* PROJECT NUMBER PREPARED BY ,'/ F � DATE PAGE 7 OF i-3- Y-s s o� vllcrrwlt( o ENGINEERING 729 v CORVALLI9; OR INC [503) 757-8991 1. ORKMON 1119 All�OAry0� _f y J/rJ 9� t. PEI - __...-_.-.d _ /. c3©33_ I t I .--- i I1 _ At -0 'S - _1 i�_..--.._...__ . . .,. �L_ 161.2(-Q i - - y _ I - 4 I •«----I- �- t— -�'a�Y a L fB+I B -1 .4"Ze��G/ . --2 .�.. ._ _ - _pZ ' I z41. PROJECT PROJECT NUMBER FREPAPED BY N. DATE PAGE OF 8 3-Sss� ' 'I' I'Il ! ''''�'"'lu''ill' r NNIINI II Mill IIIIIlIII IIIIIHIIlH H{IIIIlIiIlNIIHIlIHNIII 1!1111 I( I Ti!f{If ! �fllll�rllljlli!1111!l11llfl„ill!,IIfHHllll►I�oi, r.,ll , . it �IflHiHlflllllhllllfl111►I�11lIlNll�lll�ulll�...,,�ll ' ' HI !N!I lIIINIII 8111111111lINlI{f!!I!!IlI.lI!lflNilN I I ' Iu�1u� I IH, {,H ' �'' n �"''�� !II 1111111{1111111 I II 8 i " Ilp,,,•;ra'� I ! Bh�IHIlI�I�II.HIIIIIIIIIIIIIIIIHf lIHI�!!!Il1►1h!������"'�al� ; , t, �1��'�! I{ q I� ,ql ugt���r�ti;ln il,u'r.'•,� pfli►III HHI!�IffHllllli IlilllllillNlllllllllll �t , r r.11111 I�I I I Itll! n►il !!�"►mtl l I IIIlI I l l IIIIL „�L !I{l!flIININIIN:��ri,,,,��1„„Ip, w<yuNllNlmlllllllll!I,Nlnri �unttt��n 1IIlIIINIIIIHIIIIIII�IHI{ INTI !8! I� '��IAI!,n8 �IHII"�IIl88f�81!f�ll I�II!f!�i�fllllllll lll�lIIIII . IllflNl88f�18lIlIH{INI�H�,II>I!'I I(I. ,. I��I�It �81H1l111f11118�IHHHIHII ( : �. . . . ... . . fl! I �� Ilp a8�� •,,�."III., .,�I! ,� ,H! r „'�hur�,�;!� ' � I ,�ll�I�iNry. ,, .. IIIIIHII{IIIIIHIIII l{8!,' ' I ��►All, ► Ih�illt►Ir.l . -- tl, IHIIIIIIIHIIIIIII !!I uN ,,�n, ,� � H � ��� lu , '. • q �Iq� p�� �� p ��II�1►,�Ilti ,,� b,.�.11l►r.buHfHHIlIH1N . flllllll I I i�t,�.ilfit�a�.11 NI tpM'��illllhwrym'"'!�h� ►���,��IHII HINI�!���i���!��!iIIINIINIiI ' '"r�4,'h'N.h'lll H II I NI II II III 1 111 III II II III 11 II IIII 1 I Ir �i• p r �iMill►>�,r . I�► t" ~� ���wti�4G�6llllilll!116�IIh1161111i111611!lilll III116111116��'�����ll�i�i lIIIIIIl1il! INfI IN .... , r r_ '�;�Il���tyu�� ii' �;�,`��1; IIIIIIIIIIIIIIIIIIII IIIIIIIIII�u�I-�-� �'olllll 11181111 IN IIIIIIIIIIINIIfIIIH Illluiltl �l I w„I�I�mIIIHHHN!N If I HI 4. DATE: 10/4/e3 JE c)rq -THEr W 3. £3 T tq F-U-T R F=k"F::'EE Fl T=FEE c-3 THE HEIGHT OF THE SECTION: 4 IN. THE TOP FLANGE WIDTH: 1 .62S IN. THE BOTTOM FLANGE WIDTH: 1 .625 IN. THE STIFFENER HEIGHT: .4 IN. THE THICKNESS OF THE SECTION: .0473 IN. THE YIELD STRESS OF THE STEEL: 33 KSI C)U-lr!F'U-T- R F=k C:)R E-7 F=k-T-:E E:E3 SECTION PROPERTIES ARE BASED ON 1980 AISI SPECIFICATION MOMENT OF INERTIA X-X AXIS FOR STRESS CALCULATIONS = 0.9026 IN.4 SECTION MODULUS X-X AXIS FOR STRESS CALCULATIONS = 0.4S13 IN.3 NEUTRAL AXIS, X-X AXIS FROM THE TOP FLANGE = 2.0000 IN. MOMENT OF INERTIA FOR DEFLECTION CALCULATIONS = 0.9026 THE RADIUS OF GYRATION FOR THE X-X AXIS = 1 .S704 IN. MOMENT OF INERTIA Y-Y AXIS = 0. 1238 IN.4 SECTION MODULUS Y--Y AXIS = 0. 1084 IN.3 NEUTRAL AXIS, Y-Y AXIS FROM THE WEB MEMBER = 0.4BE9 IN. THE RADIUS OF GYRATION FOR THE Y-Y AXIS = 0.5e46 IN. THE GROSS X-SECTIONAL AREA OF THE SECTION = 0.3622 SG.IN. THE WEIGHT OF THE MEMBER, PER FOOT OF LENGTH = 1 .2327 LBS./FT. COLUMN FACTOR, 0 = 0.8101 ALLOWABLE BENDING STRESS = 19,3000 KSI THE MAXIMUM ALLOWABLE SHEAR STRESS IN THE WEB = 1C.S630 KSI THE MAXIMUM ALLOWABLE BENDING STRESS IN THE WEB = 19.8000 KSI THE CLEAR DISTANCE BETWEEN THE FLANGES = 3.9054 IN. THE AREA OF THE WEB FOR SHEAR CALCULATIONS = 0. 1847 SQ. IN. INSIDE RADIUS OF THE BEND = 0.0937 IN. MINIMUM MOMENT OF INERTIA FOR STIFFENED ELEMENT = 0.000239 MINIMUM HEIGHT OF STIFFENER FOR STIFFENED ELEMENT = 0.3932 IN. MOMENT OF INERTIA FOR STIFFENER PROVIDED = 0.0002S2 THE FLAT/THICKNESS RATIO FOR THE FLANGE MEMBER = 20.3911 THE HEIGHT/THICKNESS (H/T) RATIO OF THE WEB = 82.S665 NOTE: FOR H/T GREATER THAN 200 WEB STIFFENER REQI'D. ,� •. � wr +� wse .e wr +w � �a PRF E /A—F7 GIN INV 7294 'o�Fs ENGINEERIING COiaVgLLI�� 0 , 031 757-8991 -� '�— INC [5 / 01lEGQN ti 1 1 ? J� JSVLACI'rr^i7-I Afrs 31 tJ7 9 3 L s r� o r� �23 �C 6�= +.0283 Dr t I r � 733 D i 2 0. 0 -1 . ds _._ eAl )EA _ i PROJECT WMBER PROJECT LL ,,,1,A s !U d s;A,:J _ C�,ey, a PREPARED BY A%'-�� DATE /?y/ PAGE OF r- T X TLS = C F=k E;t3F:7, c-3 FTA Z d!:,s S N PUT %✓j=%F—UF=—`3 PAGE 1 MEMBER MOMENT OF CODE NUMBER L.ENGTH, ft. AREA►sq . in. INERTIA, in.4 NUMBERS 1 4.38 0.4446 0.8960 0 1 2 0 0 3 2 2,80 0.4446 0.8960 0 0 3 4 5 6 THE VALUE OF E = 29,500.00 KSI PAGC 2 ID NO. LOAD) APPLIED 1 0.000 2 -0.063 3 0.035 4 0. 150 5 0.000 0.020 THE FANDWIDI H = 4 i KwqxWWWRA C F:k C3 E;,'H;I=k oc%ID E3 PL-p,Z gnt OUTPUT VALUES PAGE 3 Id.No. Deflections Member Forces Member Moment ( i ) Mument(j ) Axia) (j ) No. ( ft-kips) ( ft-(tips) (kips) 1 0.0000000 1 -0.063 -0.311 0.000 2 0.0007301 2 0.346 0.028 0.000 3 -0-0022213 4 0.0093292 S 0.0000000 6 -0.0043e9e ANALYSIS COMPLETE Alf w w WWxwxww . r0i' l 1 IRNM URK HU P KIWI 44004 P.O BOR 127 • TUALATIN. OREGON 97062 a PHONE 682.2601 CROSSROADS PLAZA BUILDING S.^p+emboT• 9, IYR- h229 S W Canyon Dour* Portland OR `77221 6197- 1 254U•-10C. 2 -000 Dear Kick Vuehl In':estrfents, IT•e :, -i !_] fE :ilftf't) F' F, e;1 ?'� la } 5 33ed r,n +:h i. �<<r: _ t 1 or' n-j;a t r. F .I� ;n n +.T',.,�:: t,,•r¢1 1 :r�• 4' Lei t ` ,' ode ::-•,i F• 1.1'E =!";d Ll ft ttU ':Cris' ")[I''_ rffd tflc 4dii.'} ot) of the Stat;e of OT'E• .ior: Mechanical Specialty Code and Mechanical Fire and Life Safety Code (U^1C ) and local ordinances Plans and/or calco, lations shall be striped by an Engineer or Architect, licent- od by tho Mate of 01.6* on to practice with - in same. ijUC Sfac .302(b ` Net less than 40, 000 cfm $,'Hoke con}.rol exhaust shall be pro— vided unless it is shown by a test that no smoke -gill nig– rate beyond the perimete" of the atrium. USC Sec 1715( b ) Plans stamped by a certified engine-ar or architect shall be submitted to both this depart"!ent and to the city of Tigard Building Department, c —ering electrical supply ar)d- controls for the smos p evacuat- icin and smoke detection syst�e-)s. [?q+f fru tt,Ea ': ei'tlflratE , r. l!pa "-7 is isbuvd, t: e SM014e o.,i;f 1 u r: _mI sh.till ��n appr , , cd ayner to :. in : } t f, 0 f 1J G e '. ; . r f 171 G R1srbnT• of T tflatln f } , F' } r * t ,.r,a a :recbc,T' f Tigard l�ui g C•,?p:}1 t-m•�tnt shat ; be pre•:•?r, t for these tes+.s This 4_.}..fir }:,,,..c•. , ni' tPllar'i. sp$C c, ', r.. ., t}(,4; }•t+rrtill ed a final inCpection and 15 NOT appi . . ed for occupancy Approval of submitted plans is not an apprrI al of Omiss14T'j hl' oversights by this of rice Or of T,on--cUlTr : laiice with any aFIpl ) .: able T'-�gulatllt"S Of local government MR '1191 lux aOoAMM HUI Mt PHIMM MMIN P.O. SOl( 127 • TUALATIN, OREGON 91061 • PHONE 682-2601 Normal office hours for Fire District Inspectors are from F 00 to 9 00 a m arid from 430 to 5- 00 p Inspectior+ requests and gUestions should be made by phone during these hours only Whrriever possible please a k for the insp.ector you wish to talw Vic,, by name Ij do iro • CEJ* fPt'R+nC►.' regardiT'1a this pla+') 1'6 vied Or l + \12 1rip . 1 F: r'e Pr•c', e1'. �n `?uru TFFMZ2600CCIIPANCY FILE Ltfl !it:P i;_', ii ivIrl 9tl 90 IUALATIN R r P D PACE I .KEY IN URMA71UN. Auutunmunt '.ud- R,�XJL <CONSTRUCTION INFnRMATION> <rIRE PROTECTION INFORMATION> FM:-Ocrupancy Number ---------------------- _-- -- __ I. Flour Conntructiun. : W11O1) 1. Halalyd Clue 901 991 a94u I ,; noO rtanr Cuv,•rulu rnnrl r UPC CIC I. CIasI 141ruf cum't rul I I.,.. Pit I,:,I U�, Otc Hrnia .� �. ti Addr uas 'I. NuaP Covurin0 Gla\U:1 C 4, Plitt, Typo NUNF CR0f6ROAO8 PLAZA fU1LD1Ntl ,r U 4 A. Heating Systuln 7ypa ELECTRIC 6 Herter Room Enclosed N ' 6979 SW SANDDIIRO LN TI 7. Interior Finish lupe NONCUMOU!iT r4n7. Number of Stairs';ir INFORMAIKIN n Ertertur pinigh I��pe Wt!(1D 2 - S Stairway Enclosed Y ';trur turn rnlum�' !;Itl I. 9 Numbrr of Vert Shafts 4 �• -"Palicy Thune 1. �unl.tructlurl 1yp1 V-1• lU. Ma n,eger'f 14a4nr . A....... Lilts 11 total square font 31000 ll. Attic Stops I C?1ct Kuehl Inve.tm-ntI�'-omld Aro* Sq I t I1O1h IL' Alarm Shutoff I.oc . l nl4-,ment ,,q it tl a um 11, 1 ql,l .14 13 fewer ShutoPP Lac I- W.Ilr,r ISbutnlf Lor u, inese1 'I I " :I Ib Nat Nt (-'an Shutoff Lor hlri11n11 '.:11,11110 Valu- 17ULIJIU 16. 1-ira Oupt Conn Loc I,-,tantit Vrlue - 0 l7 Sprinlller Control Lac .I 10 OthnrValto tl ? 19. Ins ._ Suildinu 0 Type of fpr System 19. • ,,(1 19. Number of Heads '. U ContptlLU L,0 3pI Inl lar Sup ervI sed UIL11p4nCy Uquury I t 0 ;;1 Hi-yard Classif 'I,oner's Name, I'hurlr• !. Add vs-, :;1. Cel Ling ryp'4 SUSIILNDI.0 ,+,�. _.- PA WAIT Frrmiuq METAIAnii-Freetu System Kiel, ii Invpgtmnntt. . %2:4 Arra Covered by Stir U 997-6411 U4 Stand Pipe Site 0 4 20 Int/Ext Stand Pipe mnur rnn11 ;'h Watnr A-$I lab)p HYDRANI ' llrnd UI( '?1..,..1 -�/ At 1.II Ac r.Peg 1.a( NOW. <SE".CURITY 1hIFORMATIUN., I„ Property In lisp NU ________•,_ __ _ _ 11 190 Claes 3 I. Alarm Sut,trm Type ..19 rr or i 1 I1uI11 v. ).1 •4 Gu, rd Satu Sty Uai vire I hate Remadl'!rd �' 1'1,e1le Ir' In'IP Type/Month INI •u2 6. Watthman or, Duty I r r•r operty Igpp O1 I1 11. 3 I. phone 'ira 1al fl.0 Igpn rp n•I/. II Co.,ra I+no' f^1 rdl 11.!:,ird 1111. IIl i.ll' '/ (;u.11 d 11011 I Wrier'n Nem,- Numb. I Ip til ear tut a number of ncctoponc irs li,rod r,. 1 INSP�N NOTICE City of Tigard Building Department t 12420 S.W.Mail, St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection _ " AM. —P.M. Time _ ✓. . Date Requested_ �/7 !� 00, Permit # Address __- Lot # owner Builder _ The following Building Code deficiencies are required to be corrected: j -- --------- _ �� Presented to — _ — Approved Disapproved Inspector J 1 DateCALL FOR FOR REINSPECTION ❑ YES A NO EL7.AL-„ . 11'w MIRA kZi(.+�w�%nJ (✓� 0 9-DSS 2aA4GS 'P7r4-Z_A, BUILDINGiPFRMITAPPL %TIONTIGARD DAT —_,t9 44$5 THE UNDERSIGNED HEREBY APPLIES FORA PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO._ZiLL'.?L` OWNER t i ,el Kuehl JOB ADDRESS f" ''- 11'1" 'v` I . ARCHITECT N INEEp i'cxl IJe �.t�nter BUILDER click 1:uelil InyeAtlt>ei— AUURESS 62251 SCJ Ct. Ptl. pimrnnn� Inr_ STRUCTURE EJXNEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE 19 COMM Cl EDUCATIONAL n GOVT ❑_RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE LJ SLABLJ FENCE OCCUPANCY c�..Z LAND USE ZONE t P BLDG.TYPE 16ff FIRE ZONE—PLAN CHECK BY HEAT— Construct crosaroada plean office buildinP, - Shell. Only All per plans S code permits reyd. fcir plw,ib. :,inch. h five sprinkler eyxztetia. SEWER PERMIT )W !;w h l OCC.LOAD FLOOR LOAD _ HEIGHT NO.STORIES AREA !+ VINO.BEDROOMS VALUE ' BUILDING DEPARTMENT SETBACKS FnONT `;� _ REAR LEFT SIDE RIGH SIDE Permit THIS PERMIT IS ISSUED SUBJECT 10 THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND AL_ APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONF IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPI_ICA,-LE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE e iFeil _�RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax SDC— Total _ PDCN APPLICANTORA-GE RT-- By Receipt No. Approved � ADDRESS PHONF DATE INSP. TYPE INSPECTION t� REMARKS r tMBING Contract s :PAP�pkeY- DATE CRS/•�J '�+— Permit No. 3 Fixture _ or __ .✓/ 7-tt'•�� ,�� /� i,` Final HEATING Q Contractor c Per No. 2 Ges or oil 4• - _/_ /� RoupIt in -- �? Final - -— s�L� Zzc d O SEWER -- - - - " "f t r I Ce r C Final DRIVEWAY Final Storm Drainage (Rain Drain)Final — Sidewalk 4 — I� a,J It Curb&Street Flnal — SL DEPT.•c ^iF i. r APPr08Ch -- —- — EMPORARY TCERTIFICATE OC CL!T"1FIrATE CX CUPANCV ' �A'ANCY Final Landscaping - - _ Zoning Fin71 I I BUILDING PERMIT APS 'CATION TIGARD DATA ay THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEFILIN INDICATED BUILDER PHONE ,•,1 011 AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO._ 2 S 1 11T OWNIR i < ...ycltl JOB ADDRESS 69,15 IL-4 `'andburg Lt. 97201 ARCHITECT ,hI snyantec riwraon, ,trk ".teh.l Invost;,yrnts 62?,9 4W Canyon Ct. Prl. ENGINEER BUILDER ADDRESS coLI STRUCTURE 11 14EW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE I COMM ❑ EDUCATIONAL C1GOWT F1 RELIGIOUS ❑ PATIO LlCARPORT ❑ GARAGE 1_1 STORAGE ❑ SLAB❑ FENCE OCCUPANCY LAND USE ZONE1'BLDG.TYPE FIRE ZONE_.—PLAN CHECK BY HEAT �itv '%iUTk Cronmroadt% 1rlaaa lo,11i.-ding grading, pavim:i, Cone. -or'�, rf?taini'' -- 01,4, fttility sgervi.cis, stor: +tura A Irri tntion systeit SEWERPERMITM (v Dctia. Q Qhs" = y 91'v"= OCC.LOAD _ FLOOR LOAD _ HEIGHT NO.STORIES AREA NO.BEDROOMS _ VALUE BUILDING DEPARTMENT SET BACKS FRONTO REAR _ LEFT SIDE RIGHT SIDE Permit __' "f THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND Ir IS HEREBY AGREED THAT THE Plan Check —'WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE Ov THIS PERMIT DOES NOT WAIVE Sub-total _ _ ' ' RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax � $44W#0i: r Total --- PDCN APPLICANT OR AGENT By Receipt Na r Approved slwF / ADDRESS- --- _ - - v— PHONE REMARKS PLUMBING DATE DATE INSP. TYPE INSPECTION i — _ -- --- C� Contrortor _yAs. � _— — Permit N - - - -- — Rough-in �/ Fixture -- - J` Final HEATING Contractor - - Permit No. - -�— Gas or Oil -- Rough-in Final - -- ��-- - SEWER -- C - DRIVEWAY rj Gv� �- -� Final Storm Drainage - J_-- ---- f (Rain Drain)Final Sidewalk Curb&Street Final Approach - __l_L_--"--T- --`-_- CERTIFICATE OCCUPANCY —BLDG. DEPT.FINAL TEMPORARY Final CERTIFICATE OCCUPANCY Landscaping 7omng Final t, ij 3 t. i i i. 'ic ® I Ufl � fl11U � U � flI HE PRI � CIERIN • ' � � P.O. BOX 127 • TUAI.ATIN. OREGON 97062 • PHONE 6e2.2601 CROSSROADS Pl •+ZA BUILDING June 8, 1983 6975 SW SANDBURG LN TIGARD 5209 1 254D-102-000 Dear Ed Walden, This is a Fire and Life Safety Plan Review and is based on the 1982 edition of the State of Oregon Structural Specialty Code and Fire and Life Safety Code (UDC ) and the 1982 edition of the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC ) and local ordinances All building elements requiring one—hour fire resistive con— struction shall comply with UBC Chapter 43 Tables, U. L. Fire Resistive Directory or Gypsum Association Fire Resistance Design Manual . Submit not less than three (3) sets of automatic sprinkle), plans to this office. Submit plans and specifications on the smoke evacuation system to this office and to the Tigard Building Department. Submit plans and specifications on the fire alarm system to this department. Attic areas require draft barrier., as per Sec 3205, not exceeding each 3000 sq. ft. (9000 sq. ft. where sprinkler protection provided ) . UBC Section 32.05 Voids create-d by suspended ceiling—floor systems require draft barriers not exceeding each 1000 sq feet UBC Section 2517( f ) . Fire stops, blocking or framing members pierced for utility runs require packing to equal fire resistance prior to such piercing. :food frame consruction requires firestopping of both veritical and horizontal draft openings at maximum intervals of 10 feet. UBC Section 2517( f ) 1 � I■r >tw �w � *s �s UHN HUI HU PRMUM ERIN P O BOX 1I1 • TUALATIN. OREGON 97062 • PHONE 682.2601 Surface flame spread rates of walls and ceilings, minimum requirement: stairway 25, corridors — 75, other rooms —200. UBC Section 4204. Where eave 01' cornice vents are used to provide the required ventilation of combustible attic spaces, vent openings shall not be located within 3 feet measured laterally above window or door openings in the wall of the story immediately below. UBC Section 3205(c ) All exposed insulation materials, including facings, shall have a maximum flame spread rating of 25 and a smoke density not to exceed 450. UDC Section 1718(c ) . Thermal insulation shall not be installed within 3 inches of a recessed light fixture enclosure, or ballast and shall not be installed above the fixture as to trap heat. UDC Section 1718(d ) . This structure (or tenant space ) has not received a final inspection and is NOT approved for occupancy. Not less than one approved fire eutinguisher with a rating of not less than P—A: 10—D: C shad be provided for each 6, 000 sq. ft of floor Brea or fraction thereof. The travel distance to an extinyuisher from any portion of the building shall not exceed 75 f ,, (UFC Standard No. 1.0-1. ) Normal office hOUT`S for Fire District Inspectors are from 8: 00 to 9: 00 a. m. and from 4: 30 to 5: 00 p. Inspection requests and questions should be made by phcne during these hours only. Whenever possible please ask for the inspector you wish to talk to, by name. Approval ,f submitted plans is not an approval of omissions or oversights by th -is office or of non—compliance with any applicable regulations of local government. ■1 � e ql � +� � a1 MIMINHUI HU PRUT� U E P 0 BOX 127 • TUALATIN, OREGON 97062 • PHONE 682.2601 f If you have any questions regarding this letter, or if we may be of any assistance jr. this matter, please feel free to call me at 682-2601 . Sipt er e irch Fire Prevention Bureau I I MtO101 (IC(11PANCY I II I. I I'll It IN 111 IV(r,l 14 4v Un IIIAI.At IN R I P D PA(ir I I1FY INF-nRMAT1nN - -------- CONk1THOCIi1IN I1,4-0HeIAIIIIN 11106 PROTECIION INPORMArI(1N. IMT-U(tupancy Number ._.______-..__ _- _. ._. ._. .------_-__-_---___--- ------------------ 1 Floor Constructlun Wt 1131) 1 Hazard Clast. 901 591 54D-102-000 1' Pluto- Covering CARPFi 1 UDC act CIS.% 1 R R 3. Roof Constructlun MI-1 Al. 3 P nu.--Ucr. Name 4 Addre- 4 Roof Covering CI ABU C 4 3 _ .-------------------- --- rlur type N(IN1 !r 4 CROBBROADD PLAZA DUILDIN( h Hooting System Type FIA-CiNIC 6. Heatri Room Enclosed N 6975 SW SANDBURG IN 11 7 Interior Finish Type: NUNCUMBUBT 7. Number of Stairs 2 <BASIC INFORMATION? S Exterior Finish lgpe WOOD S. Stairway Enclosed Y ----------------- 9 Structure Columns STEEL 9. Number of Vert Shafts 4 1 Occupancy Phone - 1(I ron,truction Typr V-1 10. Exits : Manager's Name M Ph1,nr 11 Iota) ,quarp fret ;11000 11. Attic Stops ISI ------------------- ---- I;-1;' Main Floor sq ft 11016 11. Alarm Shutoff Loc 2 Dick Kuehl Investsents 13. Basement OR ft 0 13. Power Shutoff Loc 3 -297-6441 14 Building Height 39 14. Water Shutoff Loc 15 Number of etorie, 3 15 Nat Gas Shutaff Loc Business Mailing Address 16 Building Value 958900 16 Fire Dept Conn Loc --------------------- -- 17 Contents Value U 17 Sprinkler Control Loc 4 10 Other Value U IS Type 4f Stir System 19. Ins - Building 0 19. Number of Heads G 6 110. - Contents 0 20. Sprinkler 4upervised. - Other 0 ..1.1. Hazard Classif Owner's Name, Phone, F Addrps, 2P Ceiling Typo SUSPENDF.V 2. Antl-Freeir 9yttem ----------------------------- ;1:0 Wal l Framing MI-I Al. 23 Area Covered by Bpr 0 7 Kick Kuehl investments L'4. Stand Pipe Bile U B -297-6441 P5 Int/Ext Stand Pipe 9 L+6. Water Available HYDRANT 10 6229 B.W. Canyon Court P7 Attic Access Lor NONE 11 Portland, OR 97221 <!3ECURITY 1NPORMA11ON:> 12 Property in Use NO .._._-__ _----_--_-- 13 ISO Class :1 1 Alarm System Type 14 Census Tract 307 W. Alarm Number 17 Code Edition Used 1992 3. Alarm Comment Code 16 Date Built 06--01-03 4 Guard Setuitty Sri-vice 17 Vote Romndeled -- phone - 1B Inap Type/Month INF !lit 6 Watchman on Duty 19 Property Type OFFICE) 7 phone 20 Spatial Hat Type NONE B. Guard Dog, 21 Special Hazard Loc. NONE 9 Guard Dog Uwner's Name Misr Number 1 0 10. phnnr - total number of Occupancies listed is 1 I I I(AIL CoT y 10 I � •'� 11 1 \ ISI I U� ISI I � I Z�, Pte' 1 t I --al I�_ w41 I I I AIGISTIItID 15 I PROf&SSlONAL ISI IJANR SURVE OR OREGON IZ I I fir/ AUOUIT 22, If)! \ I JOHNNIE M. SUMM9tf 1042 I n,/ I L 1(1lINNIF. M.SUMN!ERS P.I_5., INC. v vtaT N 6q`t r P. 0. Ho. 1044 (ti fl��gfL HII440ro,Olnvn Q7123 Red, G•l�+ 83003040 �T AGREL �NT THIS AGREEMENT Is made this 24thday of January 1981 between H ster Company ("Hyster") and r?Ichard J. Kuehl and Frank F. Weigel, Jr. ('KW"). i For and in consideration of the sum of One Dollar ($1.00) and other cInslaeratlon to them paid, the receipt of which Is acknowledged, KW hereby b rgaln, sell, convey, transfer and deliver unto Hyster, Its successors and a signs forever, permanent easements and rights of way for the I stallation, Improvement, mainterance, repair and replacement of ` u derground conduit, cleanouts and other necessary facilities for (1) a 3 sanitary sewer line between the herelnefter described property now owned by c Hyster and a sewer line under other property Iii which Hyster holds an o sement as described In Book 1043, Page 220, Records of Wrshington County, regon that connects with sewer lines of the City of Tigard, Oregon, and ( ) for storm sewer lines from the hereinafter deFr►lbed property of 1.�ster to the boundary of the southwesterly right of way line of the 4averton-Tigard Hinhway (Hwy. No. 217). The terms and conditions of the easements and rights of way are as f (lows: 1. The foregoing easements and rights of way shall be appurtenant t and run with the titl. of the following described real property now orned by Hyster and each or any hurt thernof: A tract or land situated in the southeast one-quarter of the southeast one-quarter of Section 1, Township 2 South, Range 1 West of the Willamette Meridian, more iparticularly decrlbed as follows: Beginning at the northwest corner of said legal -1- I I I I , subdivision) thence S 203312011 W along the west line of Isaid legal subdivision, a distance of 387.46 festr thence S 88°4710011 E parallel with the north line of said legal i subdivision, a distance of 373.23 feet to a point, thence along a 20 foot radius curve to tha left (the long chord of which bears N 460131 E 28.28 fee!) 31.42 feet to a point, thence N 1°131 E 84.18 feet to a point, thence along a 40 foot radius curve to the right (the long chord of which bears N 310131 E 40.00 feet) 41.89 feet to a i point, thence N 1°131 E 62.50 feet to a point, thence N 88°471 W 21.50 feet tc, a p,,;n+, thence N 10131 E 180.20 feet to a point on the southwesterly right-of-way of the I Beaverton-Tigard Highway (Hwy No. 217), thence Northwesterly along seio right of way 7.33 feet more or less to a point In the north line of the southeast one-quarter of the southeast one-quarter of said Section 1, also being the south line of VARNS ACRES, a duly recorded subdivision In 1Vashington County; thence N 88°4710011 W along said north line a distance 0 378.80 feet to the point of beginning. 2(a). The easements and rights of way hereby granted shall run under•, on, over, across and alon6 real property described as follows: A portion of a certain tract of land described In Book 823 Page 879 Washington County, Oregon Deed Records, said portion being more particularly decribed as follows: Beginning at the southwest corner of said tract of land as described In Book 823 Page 879 of said Deed .records said point also being the Initial Point of SALEM FREEWAY SUBDIVISION, a plat of rocird In Section 1, T2S, R1W, W.M., Washington County, Oregon and running thence -2- 1 N 2°401 E along the wesi line of said tract of land 30.01 feel to a point, thence S 88°471 E 373.23 feet to a point, thence along 6 20 foot radius curve to the left (the long chord of which bears N 460131 E 28.28 feet) 31.42 feet to a polni , thence N 1°131 r 84.16 feet to a point, thence along E� 40 foot radlus curve to the rlght (the long chord of which begs N 310131 E- 40.00 feet) 41.89 feet to a point, thence N 1°131 E 62.50 feet to a point, thence N 880471 1) 21.50 foot to a point, thence N 1°131 E 180.20 f•.et to a point on the southwesterly right-of-way of the Fouvurton-•Tigard Highway (Hwy No. 217), thence Southeasterly along said right of way 516.2 feet more or less to the northeast corner of said SALEM FREEWAY SUEDIVISION, thonce N 88°471 W along said north lint: a distance of sold plat 699.66 feet to the point of beginning. 2(b). The easements n.! rights of way granted as respects the referenced sanitary sewer line. shall cover a strip of land 15 feet wide, 7.5 feet on each side of a centerline descrlbcd as: Beginning at a point on the south line of the tract of land described in 2(a). above that Is 10.0 feel from the southeast corner therec,f and running thence N 54°301 W 345 fact more or less to a point of termination on the west line of said excepted porilon or any relocation thereof agreed to by Hysier and KW. 2(c). The easements one rights of way granted as respects the referenced storm sewer lines shall cover the entire Northerly 280 feel of the tract of lard described In 2(a). above. 3. KW may, at its sole cost and expense, -e)ocate the sanitary -3- 3 sewer IInes and the storm sor,,rr lines described ab.;ve at any time in connection with the construction of Improvements on the tact of land described In 2(a). above, provided that the process of relocatio• does not unnecessarily Interfere with the availability of sanitary _owerage facilities to Hyster's above described tract of land F, d the specifications, capabilities,, quality and capacity of the relocated sanitary sewer and storm sewer Ilnes shall be equal to or greater than that existing prior to relocation. If the sanitary sewer line is relocated by KPl outside the 15 foot wide strip of land described In 2(a). above or If any of the storm sewer lines are relocated by KW outside the Northerly 280 feet of the tract of land described In 2(a). above, KP! agrees to sign a!: requested and Hyster may record an appropriate, recordable Instrument indicating the relocated centerline of the sanitary sewer or the relocation of the storm sewer lines. Such Instrument shall serve to amend this easement and shall be effectivc and may be recorded whether or not signed by KW. 4. KW agrees that no Irr,provements other than vehicle and p�destrlan parking lot or driveway surfacing, curbing and landscaping shall be constructed over any areas where the sanitary sewer lines and storm sewer lines that are installed and existing in accordance with this easement are located. KW further agrees that Hyster ma,, any time at Its option, add to the number, change the location or reduce the number of storm sewer lines Installed under the property subject to the foregoing easement. 5. KW hereby grants Hyster permission as and when needed for temporary access to the above easements and rights of way over any adjacent portions of the tract described In 2(a). above and temporary use of the same for purposes of Install1rij, improving, maintaining, repalring or replacing Hyster's sanitary or storm sewer lines or In conectlon with adding to the number, changing the location, or reducing the number of storm sewer lines. Any such installation, Improvement, maintenance, re;,:ir -4- i i I or replacement work shall be performed In a manner that will not unreasonably Interfere with access to, parking or other activities on the above described tract. Any such work shall be at Hyster's sole cost and expense and Hyster shall be responsible for and restore the tract as nearly as practicable to Its previous condition on comp!etlon of any such work. 6. KW agrees to InduronIfy, defend, hold harmless and reimburse Hyster for any loss or damage to the persons or property of Hyster, Its employees, agents and contractors while such persons or property are on the premises of KW pursuant to this easement and any damage to Hysier's sanitary or storm sewer Ilncs caused by the negligence or any liability producing act or omission of KW, their employees, agents, contractors, tenants or other parties having a relationship to any of them. Hyster agrees to Indemnify, defend, hold harmless and reimburse KW for any loss, damage or Injury to the persons or property of KW, their employees, agents, contractors, tenants or other third parties having a relationship to any of them and caused by the negligence or other liability producing acts or omisslons of Ifyster, Its employees, agents, or contractors while on the prerrises of KW pursuant to this easer,rent. 7. This easement and right of way shall be perpetual; provided, however, in the event it Is not used by Hyster for a period of five years, or If otherwise abandoned by Hyster, the easement shall automatically expire and Hyster, shall, If requested, sign a recordable Instrument terminating the easement. 8. In the event suit or ccticn Is Instituted to enforce any of the terms of this agreement, recover damages for Its breach or enforce any other right or remedy hereunder, the prevailing party shall be entitled to recover from the other party sued sum as attorneys' foes both at trial and on any appeal of such suit or action as the trial or appellate court shall adjudge reasonable. -5- 9. KW shall be solely responsible for all real property taxes, assessments and other charges on the property described In ;(a). above under which the sanitary and storm sewer lines run, and Hyster shall not have any liability or obligation therefore on account of this easement or agreement. IN WITNESS WHEREOF, the parties have caused this Instrument to be executed the day and year first written above. P ('.r HYSTER COMPA Vice President, Legal Officer •` Title and Sauelary ,; R��hrd J, Kuehl Prank F. Weigel, Jr� -G- (O STATE OF OREGON ) ) ss. County of ,„Multnomah _ The foregoing Instrument was acknowledged before me this 24th day ry —, 1981 of Ja,Duaby Bergen 1- Bull tho -_Vice President, Legal Officer and Secretary---- of Hyster Company, a Nevada corporation, on behalf of the corporation. / a ! ,,... (SEAL) Notary Public for Oregon � ; Commission Expires: -:�LI2d z .a Ij aF40 STATE OF OREGON ) I ) SS. County ofzi�-I— fe � The foregoing Instrument was acknowledged before me this 'y day 19fii by Richard J Kuehl and Frank F. WrI gel, Jr. Notary Public fo Or on Commission Expires: tr f.,. f1.F,.oCwQ STATE Oc OREGON Courtly of Washington SS I,Uonalrl n (�,� f Asseasment end teralfo d, x-�f1It1 floc t or of Con- veyances f a b Wfty rtlfy that the withl iq�lr�r11 a_�r}ting pa acawad and rec Ir). Rftvi"R4ftt I -county ,sf t �p-W;, ri, til for of N ► (RNr:V ¢T,I&e n, F. ¢� fftu00N:). ., klY rk 191)3 JAN 2 AM 03 7 ` 83003041 j�,•IPRO:A AS M�N - A•(i �•1E►�T TH I S AGREEMENT made this 34_ day of .-,an:nary , 19d, between Hyster Company, a Nevado corporation, ("Hyster"), the owner of real property described In Exhibit A attached hereto and by this reference Incorporated herein ("Hyster Property") and Richard J. Kuehl and Frank F. Weigel, Jr., ("KW") the owners of real property described In Exhibii P attached hereto and by this reference Incorporated herein ("KW Property"). Hystor and KW intend to create mutual, reciprocal cesemonts and a mutual right of way for use by them, their successors, assigns, lessces, mortgagees, Invitees, guests, customers, agents, contractors and employces, as a private vehicle and pedestrian roadway and for vehicle parking, all es more fully described herein. Thrse easements and rights of way shall be the title of and benefit all of the ilysier appurtenant to, run with Property and all of the KW Properiv. The terms of the easements and right of way are as follows: 1. GRANT AND USE OF EASDVIT AND FIGHT OF WAY 1.1 For and In consideration of the mutual benefits, covenants and obligations hereinafter contained, Hyster and KY. by these presents bargain, sell, convey, transfer and deliver to each other, their respective successors, assigns, 1 tenants, lessees, mortgagees, invitees, guests, customers, agents, contractors and employees, mutuEl reciprocal, continuous easements and a right of way, as and for the purposes described below, or, over, across and along the real property descrihed In Exhibits C and D attached hereto and Incorporeted herein by this reference. The Exhibit C anc. D properties are hereinafter referred to collectively as the "Easement Property". Hyster hereby specifically grants to KW such easement rights respecting the property described In Exhibit C which shall be -1- appurterant to and benefit the KW Property. KW reclprocally grants to Hystar such easement rights respecting the property described Ir Exhibit D, which shall bo appurtenant to and benefit the Hyster Property. The easements and right of way granted hereunder shall run with the land as to all of the Hyster Property and the KW Property burdened or benefited thereby, Including any division or partltion of such property. The rights and obligations of this agreement shall be binding on and benefit each of the parties and their respective s,ucr�essors, assigns, tenants, lessees, mortgagees, beneficiaries under deeds of trust, or others holding Interests In such property. 1.2 Hyster and KW may both use the easements and right of way created hereby for vehicle and pedestrian Ingress cnd egress to the Hyster property aid the K11 Property In the areas deslgneted by a dotted pattern on the depiction of the Easement Property contained in Exhibit E attached hereto and Incorporated herein by this reference. Use of this right of way shall be on a regular, continuous, non-exclusive, non-priority basis. Neither Hyster nor KI. shall park, load or stand any vehicle In the foregoing dotted pattern areas of +: e rlc,ht of way except In an emergency. 1.3 Hyster shall have exclusive use of the easements and right Of way for vehicle parking and the loading and unloading of vehicles In the areas designated by bold diagonal lines on Exhibit E. KW shall not use such bold diagonal lined areas for any purpose whatsoever. 1.4 Hyster and KPI may each respectively place signs or Insignia at the westerly boundary of the easements and right of way generally In the areas shown on Exhibit E, Identifying t;ie existenre, location and access to the -2- J IN L'ITNESS WHEREOF, the parties have caused this Instrument to be executed the day and year flrsi written above. •yr; HYSTER COMPANY By Title Vice President, Legal Officer & Secretary Richard J. Kuehl Frank F. Weigel, Jr. -10- 169 I STATE OF OREGCNI ) ) ss. County of -MULtnQM&h -- The forigoing Instrumeni was acknowledged before me this 2A . day Bea Pn 1. Bull the Viro-�'esident Legal of January ii, 198 by _.____— —• Rf'firoY,l�SPpVI�ysAr Company, a Nevada corporation, on behalf of the corporation. a (SEAL) Notary Public for Oregon 0 T" .fY Commisslon Expires: –S2A-' STATE OF OREGON > tee ) ss. County of ���/:,���._. The foregoing Instrument was acknowledged before me this ,. U "I day of , 1982 by Rlcherd J. Kuehl71 end Frank F. Weigel, Jr. I ,1�,�►► fay'' '1 ��_✓ .L1 -Notary Public f7r OreQ6 Commission Expires: ;h' t4: EXIIIE IT A 1983 RECIPr,C)Ul. EASE:vJ AG.;r(::Ei r OPTED January EETVEU: HYSTER COt•?ARY #,IID F1CI:ARD J. KUE14L A140 Fr'OIK F. vEIGEL, JF. DESMIPTICl: DF iIYSTEI: PROPERTY carr UI.0 in the suuthuas; cnwc,uartur ct the. SUuthu�5t A tract of lEnr sltuutcC I; �t ut the 1:lllur,ett� unc-c,uurtur of Sccilon 1, Township 2 South, fcn�c 1 e_ ,.cridlLn, r.orc particulErly iccri�cu us fcllo%rs: Gcyinnlny Lt the northwest turner of seid ILLI suLuivisiun; thcncc S 2°33'20" h along the west Ilnc of salt; Icc,al suUQIvlsicn, tistunc.15L Ic 3tl.GG feet; thcncc S CE°47'CC" E parullcl with the north IInc Of Icycl subaivislun. c distcncc of :7-' x.23 fcct is u p tint, thcncc clan, c :C tuct r4dius curve. to the Ieit (the lun; chord of whicr Leos L' 4601>' E 2 ,2(, feet) 31.42 fcct•to a pulni , th,ncr- I: 1°13' E 04.11 fcct to i puini, thcncc alu ;, ..n 40 foot radius curvo to thu right (thG ion;; chc�rc; cf' r,hich I! 31°13' E 40.00 fact) 41.1, feet is u point, tlroncu II 1`13 E G:.�C r beer_ ihrncc tett to u point, thcncc i? CE047' 11.50 feet to a Vcint, 110.20 feet is c point un the: southwastcrly richt-of-wcy cf tI" Dcavurtun-Tiycrd ({19hwuy (Hwy tu• 217), thence northwcsicrly ;.Ion;; =cid jr. thu nurih lirc cf the. right of wpy 7.33 feet rocru or Icss tc e point southccst unc-waru t©r of the suuthost one-c,usrtor of scic, Sactlon 1, tlso being tl�c south I 1 nu of VhF.l;t ACRS, e du I y recordud subdivislcn In Civ l' along sold north line a distance Of Yfushln5ten Cc;unty; thencE N EC°47'C 3t.tiC fEct to the point of bcyinnlny. PARCEL TWO The East 211 feet of the following described tract: ,beginning at the northwest corner of Government Lot 4, Secti.cn 1, Township 2 South, Range 1 West, of the Willamette Meridian, Washington County, Oregon; and running thence East 9.26 chains to the northeast corner of Lot 4; thence South along the east line of Lot 4, 340.72 feet to a point on the north line of Southwest Sandburg Street as dedicated to the public by instrument recorded in Bc:ok 845, Page 829, Washington County Records; thence West along the north line of said S.W. Sandburg Street, 9.26 chains to the west line of Lot 4; thence North 340.72 feet to the point of beginning. CA3QLL._1HRU A tract of land in Section 1, Township 2 South, Range 1 West, of the Willamette Meridian, in Washington County, Oregon, more particularly described as follows: Beginning at a point on the north line of Government Lot 4, in Section 1, Township 2 South. Range 1 West, of the Willamette Meridian, Washington County, Oregon, being 418.38 feet East of the northwest corner thereof; thence North 89'15'37" East 47.14 feet along said north line to the northwest corner of that certain tract described in contract to Don W. Byers, et ux, by contract recorded in Book 1094, Page 55, Records of Washington County; thence South 00'31'16"Went, along the west line of Byers tract 341.14 feet to a point on the north line of Southwest Sandburg Street as dedicated to the public, by instrument recorded in Book 845, Page 829, Washing- ton County Records; thence South 89" 05' 17" West, along the north line of said S.W. Sandburg Street, 47.14 feet; thence North 00' 31' 16" East 241.28 feet to the point of beginning. 1. , _—._ •+M rMM�Nrr•-I.. .. ,syr I I I I \\1\ N IN44i � NIS � �►�t �-�r-� • � '� . Trmjoe 0 a t3 H KO-* 7` r / � 100 'All AAIV =—�.r.y�..,.amw.cr,+"_ 1 •(�a .! • \ ^ y c r_a.__�rr�•_rr�rr»rrr•�r•_ r.�+.+_.wwww.w..�+v+�_r�wwr .r ••a h.a rrf+.���..-.._....••y..• -w+aF__. - E ca f 5QA t F VY J IS-27 n I ' I w.o.._..•w• ._ ...•.._r_n..rr•,•r.«r_ , ...r_.a...rYr.w.rM_rr..Nti...w..A�r�•...w�.+....—..«.++r4...r.�•_'ow�w•V..�.r._+►F�...—r .�.vw�wr�w r_.....w•.-..r.......__• ......r.a ... ww�......-..�r._r.....+.... ._- 1 APPROVED FOR CONSTRUCTION CITY OF i l%GARD PERMIIT NOSITE A D 0 R E S 3 -1 ca., �' ,. . 3 BY ' ' TITLE DATE ► •TREEl. (i.. ----- IF THIS DOCUMENT IS LESS � t ( � I I I I • 1111111 IJill 11" 111 Ii Il lIr- p 1 �C II I ! Il 1 I1 l I I l I I I c I ( I 1 1 1 11 I �:;;. �• I 1 OCTOBER 2 � LEGIBLE THAN THIS NO'I'ATIUN , �. 2 3 ,�• � 7 g 10 11, �. � �' >` �'µ•,,. IT IS D iJ E TO THE QUALITY U F No.36 ��..,•........ THE ORIGINAL DOCUMENT . _. .. - n0£ 6Z I �Z LZ 1 8Z Z tZ EZ ?► IZ OZ y IIIIII I►I l Illi Iilllilll�llll i I II I I I IIIIII II I i III► illl��iill�lill i I II IIi I�IIf I IIII�I 1I 1 IIII IIII IIII IIfI gi lLI lEi Zt I1 6 ILIII 1 ^. T.. . I. I 111111,11_ I T9I Illfiillll IIIlli IIII IIIIII IIII IillIllll 11111II il1111+111 llllflI IIIIII111lllll11 NII CXHICiT B RECIPROCAL EASEf1EN1 AGREEHEKT DATED a nyarX.34_. )QVM 1983 BETWEEN HYSTER COMPANY AND RICHARD J. KUEHL AND FRANK. F. 'NEIGEL, JR. DESCRIPTION OF KVI PROPERTY A portion of a certain tract of land described In Book 823 Pose 07 1•!ashinytcn County, Oregon Coed Records, sold portion being mors, particularly described as follows: Ecc,lnnIny at the southwest corner of said tract of land as described in Eooic 023 Page 079 of seid Deed Rocords said point also being the Initicl Point of SALE11 FREEW/V( SUBDIVISIOL', a plot of record in Section 1, T2S, Washington County, Orc�Lon and running thence N 2°4C' E olonu the a:cst Zinc cf said tract of land 30.0' feet to a point, thonco S CE0470 E 373.23 feet to a point, thence along c 20 foot radius curve to the left (th( Icn;, chord of which boars 11 46°13' E 20.20 feet) 31.42 fcct to a point, thcnct N 1013, E 64.10 foot to a point, thence along a 40 foot radius curvy to the right (thc Icng chord of which boars 1; 31°131 •E 40.00 feet) 41,89 foot to a point, thence N 10131 E 62.50 feet to a point, thcnec 1; 11°47' 11 21.50 feet to a point, thence N 1°13' E 180.20 fact to a point an the, southwesterly right-of-woy of the Coaverton-Tigerd Hiyharay (Hwy !!0- 217), thence southwesterly along sold right of way 516.2 feet more or less to the northeast corner of said SALE11 FREEVIAY SUBDIVISION, thence r. CV47' 17 along the north line of said SALE(•. FREEVIAY SURD I V I S I CH p l zt dlstencc of 699.66 feet to thb point of beginning. - 1 - �� J EXHIBIT C RECIPROCAL EASEMENT AGREEMENT DATED "!]Wj 24 , )101 1983 BETWEEN HYSTER COMPANY AND RICHARD J. KUEHL AND FIRANK F. IiEIGEL, JR. DESCRIPTION OF HYSTER PROPERTY SUBJECT TO EASEMENT RIG1'TS r QE KW - A portion of that certain trbct 0 land described In Book 623 Pace U79 ' Washl%tcn County, Oregon Decd Records and more particularly described as follows: Beginning at the southwest corner of said tract of Icnd as described In Look 823 Page 879 of said Deed Records said point also being the Initle'l Point of SALEM FREEWAY SUBDIVISION, a plat of record In Section I, T2S, RIVI, 11.h1„ Washington County, Oregon and running thence N 2°401 E alon<: the west line of said tract of land 30.01 feet to the true piece of beginning, thence S 881471 E_1,73.23 feet to �� point, thence along a 20 foot radius to the left (the long chord of which bears N 46*1�1 E 28.20 feet) 31.42 feet to a point, thence N 10131 E 45.00 feet to a point, thence N 88°471 t 393.23 fact to a point, thence S 20401 17 65.00 feet to the true placo of beginning. -1- EXHICIT D RECIPROCAL EASEMENT AGPEEMENT DATED January 24 X989 1983 BETWEEN HYSTER COMPANY AND RICHARD J. KUEHL AND FRANK, F. WEIGEL, JR. DESCRIPTION OF KI7 PRl1PERTY SUBJECT TO EASEMENT RIGHTS QF HYSIER Beginning at the Initis) Point of SALEM FREEWAY SUBDIVISION, a plet of record In Section 1, T2S, R1W, W.11., Washington County, Ore,on and running thence N 2040' E 30.01 feet to a point, thence S 88047' E 373.23 feet to a point, thence along a 20 foot radius curve to the left Me long chord of which bears N 46°131 E 28.28 feet) 31.42 feet to a point, thence S 1°131 W 50-Ok feet to a point on the norih line of said plat of SALEh1 FREEIIAY SUBDIVISION, thence N 88°47' It' along the said north IIne 39'•23; feet to the point of beginning. w a � D r----- ..•.,,...,.,,.,•R,7 ..�,r.........,......i,...•..w ...... .,. . .... NIVEA 1 .i +w� •'I� I -; V• •.. .CSex _ I '• �yy�� ``yyam�;,, {[•'�. � • f� �'��► �•• ••tet:'}r:'::�:�ti:�::v:•:':$:�:��� I LF G�.NDFZ � DAay EXHIBIT E- Co M tAo N Ro ^D\N^ ( 5CALE ! V = 30' NY KW 31 GN ^R C 1*1 i YSTER 51GfV AREA }�1) FI NYS-TVR EKCLUSIVE PARKING � � MUf�IFICATION AR.E'A D�- w w w �w w w at +a •ir C ` Z Li u ° 0C r :s: l� ti .:-- - f S ter_ .h �t� .•�•. '•��., 7� •h• ti •J::• :•r:ti:ti;:;:;:�':; :•: �•: r •• • ••Pi {j',r, [� �':': 0...n ( &xo M RECIPROCAL EASEMENT EXHIBIT E AGREEMENT BETWEEN 5CALF- ! V 2 30, VAY5TER COMPANY AND V� ICNARD J. KIOENL 4f FR^NK F. r4ZIGEL, ) R . D AT E D January 24. P�3 of C3-r C3 F<ri Vj on,-r F=F::;? c O=%L--C:u L—P�-r, I Cj tl%l C3 4--F--;Z E3 F4Z"ocV E3 F=>I—Oc%Z A t^j .. c,3 A PJ 0 F3 IL.J Ft(3 E;-r FR t—=FE 1 C-17#!:N Fz ID C)F2 E-z(3 C)M PRP LA!) . It OPMON OCN m EF C13 (3 F=' I e:S<c-3 U M I P11 U- 4 10 E3 13W 3E:C;(3 N ID 0 F::;Z F--0 Cl INI i'7 2!CID 4 �ta�.G.v\.�*'CE �Ort�lsl �.i•JArEr�. �EZENZI�� `,:�U:'_C��c ��;��.a�2E_I� C�vnL 1a2EA �`� �„A6'� v� ��� 24.���, � :HE2�F"o�t6 �S �b►J6 -� rtl� caG Co/JU.��JCPlAL1O� /��LG"V101�5\ �� CG L.cLiLAT�O rca'R.. 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INC 7 ^,ram --- '- hrr �- ••�. �fy4��,•� CJNSUIIIkG ENCINf ERS Ib N7 � �pJQ'3 OAI• PORTL ANG ORE PON V -- .�► +w a 1 nBuLPXL To rZ.cn,tJE �EQ I� Srrxr" � (• v n 1 I,.nE (^Y"a7D+..l. �•� ann�}� 'NrW. +►)Fk.0wJ r?"M I" LAW VOL� OUTV�00 Q%IK 0IJYriOk)VOL -QtJ "I ?• MIN, nc�uS ,.�/►i2. cCrj cF �� c� rt~ Ib a• t2e� AJE �.I(o(o ADD ��.22Q 134 S(aCn 20 0,'72�j I,I o.$02 02 b.2.2Q _ 2(oCj Cr.J C) 7(o 0.224 �h 0 .-72c� 0 -7 rA2.Z4 �r) b-121!) c7.S9 C).423 I'.�Cn9 6.224 Cn f 2_ cJ�J_7 x,120) 6,50 3►C ) 0.224 �?O'o �c�4 O. l2`j x.45 J•328 31a o.22 \ 14- 5 and, 10-1 s 3(-o0 on2�j o. 3$ 6.27-7 I (o 0,224 ► 'zkv Co 'ten 0.�2�j x•35 v. 2S� 1530 .22d, IP)(a NKIII MILZM ��rS�_UL2E0 S��vt �E = Co�3 Cu. C4. IS E C�2.GULF1�— 45� �ArLV-INCz, 1--426FIN, Dov; �1`pJ1A��E V ILPTU Icj 8" (STox.JEJ_ JOS, b„v\k2 QnL I/Lo•1t(o,wn')0, 2 + �TOr'Al{F r f ��C3 il�. .�jZ ►. t� - ��� Wl 45' L'7. �amEt�2 IF5 46JUP76 CL 5{o2AC, o.2-24• C. :b Cl p�224 - o.o�c�3 l70` It P-f.cl Y?tJs�� r'Lfa�+q t�f. .',1�.`yy. �;•" JAWS G`PIERSON, INC i�1q 1f, %%P CONSULTING ENGINEERS � � •� A.ESj PORTLAND OPEGON Dr1• _. ._,_ �G MAS IdJ�j,3 ES��M��� i 1..r-;� pG. Cow1C.C.►�t2,At���1 �►JC= S •O 'J U-r b �.JcD �¢.Ea c o•8'7� �vE SCoQE �3Sor �'"'S}�� KISE.C."ola :ICS TECH lZAQnia-'l FbS) _ , N V r C .�cavJ �t+TT.J� (ZLbLQCfZ7f 'Co LINE. ��Jr '�. • = � .00 Mlr.rSt�S Cu,zVE C I10%Cm SF p�PNtaL/C FravE.r�nlj r 4'Zcb( S, 0,O UT E.tJtl01J Cv-S Int(421J1 x �pS' '� (04 O`=--C) IL L -7 L l,ovJ AZA.Itrvt u^►Dq-- - Cra�c.u�AtE b2LG�tNAI C�[�7rroV Or slz-E t�L�iJo9 To S,,�C WWY T'Mi e� CoNC.frNT/rLQTIOrJ Zr•+1-Ti/]�.. Ct�l(fGT/� i.rnE � �2c•O M'N > sK co LJraf- JJS-6 �alloK Ctctr = n,2 02Ie:l10AL„ r;;k)uNO�f" _ (��.Ie^!)d�4=:��x3-')(K.,�j� — ��� • Z�J GGA .i ryCl_ iPQNF\i�N�l� _ �•��C�'� _ L� A272�f fool Pro C2dSS�L�AO� A s�A 557' JAMFS O PIFRSON, INC Ji�P'�II `• �f•9�s��JpV CONSULT iNG ENGINEERS Date �A R v•- h.L_. PORTLAND OREGON -- 50 GEOGRAPHIC LOCA VION CHART . -,� ..... —40—, „ .,�,•d,,u nunN�9•h.of an mch Ij ul c.,w Of p + , .r��' ' •ar ..•o � e 1� .... r 40 r 50 r. w INTENSITY • CURPTION CURVE c•. ZONE II 1 YR-I HR INTENSITYO.GINCHES PER HOUR J - -- -- _•_ -.. _ - V��� EfJ ISI oti► �'1 � ,;� � , � rl � w Cr- �_•. - �:.•=�� r L o(�d � TJ-, ✓.�u�'� ✓J T rr c- J�-,. �/L `_ ✓Q ���S�r• Pep � � F S ��� t a r� 17 1 5 � a c� t ✓J � �1 �- � `�.. F��- /J aIq- L5 5 Y K M ►J U v ' ' /e J wi U I�•'� � .>v� of �:� � `-: - -''� � ko 1 AJ t d wA f 1 J't .'1 J r (, 4Tp 0Y'v� to *4 w1 _M 'ttK7c� A4 ; �„' •) L F� w r t4 : 04 a 1U a l G 4r t O"J �v�+ ��✓ Tigard Building Department PLAN CHECK REPORT ror0I IQe3 - Building A')'RoNR.O11 ' jQ►�A'�/�_ - Pe r.mi t# -- -- ----- Occupancy �_ Building Type ' Land Zone CQ F i o o r area 0 2,_ ��"� - �` -p�� -0 t he l�. ------------ --- -... -- Total Area - , P 92 - p� IOU Allowable Area _�� Q --_---- 0D0 -- Allowable increases __�P - --- �-'�S�~�"�` Occupant Load ft. a _1nn_ sq. ft./ occupant= ..�---------- - Z__Q�_" sq. ft. 0 - --- sq. ft./ occupant= 1O0 � --J �� Z -sq• ft. ® _ '%-sq. ft./ occupant- Other _ - ------- - - _ _---- ----- -- -- Total load - 30� --- � ��IK� � 7, 4©0 Value __?0,24ia_ sq. ft. I 3'�� / sq . ft. = Permit + x -- Plan Check C i't% (4 1& 77.33 4 —� . 2L DAFD -fnro= /0 3t 20 '� S 7o o s A G ta. L 4&Q Total 3`�_�ZS 1 Sewer -J•"-__ a c r e s _ D.U . s x 44.9.B8 Surcharge -_-- Insp. Fee -- Total -- it '00,60%- Isb s ba Parking _ Spaces © 50. 00/spare -. Commt:nts 1-04-0 ,01 : �eC�' 0 - � 1 IN—TIGARD OREGON 97223 CITY OF TIGARD 12420 S•RECEIPT DATF� AMOUNT: $ ZQ. � ---- LLArS CASH: - ADDRESS. - -- llL-�- -;'i` __— CHEC --1�_ 7� -__--- ---— M.O — - * OF FOR: ACCT. # PERMITS SURCHARGE__ _AMOUNT SEWER BILLINGS 40-364 _- $ BUSINESS LICENSE 05-331 - PLUMBING PERMIT 05-332 -- MECHANICAL PERMIT 05-332 _ ---- — BUILDING PERMIT 05-3W — -- SEWER CONNECTION 40-363 - SEWER INSPECTION 40-365 SYSTEM DEV.CHARGE 25-366 - PARK DEV.CHARGE #1 30-367 PARK DEV.CHARGE #2 30-368 - ZONING ADJUSTMENTS 05-:'62 TOTALS - RECEIVED BYA'___ ----- —` __ ►ERMIT NUMiERS AE:IONED: _Number_ Amount Number Amount Number Amount $--- RECEIPT 01317 6 ^W ,w ,WAW w w- WNW �R � NORTHWEST GEOTECHNICAL CONSULTANTS, INC. 741 S.W Lincoln Street Portland, Oregon 97201 (503)224-4413 March 29 , 1983 Project No. 103. 1. 1 Kuehl-Weigle Investments 6229 S.W. Canyon Court Portland, Oregon 97221 Attention: Mr. Dick Kuehl Subject: Geotechnical Investigation Proposed Crossroads Plaza Office Building Tigard, Oregon Gentlemen: In accordance with your request, we have performed a geotechnical investigation at the subject site . Our investigation consisLed of a site reconnaissance, subsurface exploration , laboratory testing, engineering analysis, and the preparation of this report. The purpose of our investigation was to provide recommendations for foundation :Iesign and site preparation for the proposed office building. SITE DESCRIPTION The site of the proposed development is roughly triangular in shape encompassing an area of approximately 1. 5 acres . It is bounded by the existing Hyster Plant to the West, the off-ramp from Highway 217 to Interstate 5 to the northeast, and existing office/commercial development to the south. V The upper portion of the site is underlain by fill soils up to 9±_-Leet in depth apparently generated from grading activity for ad- jacent'---previous development. Our subsurface exploration indicates the site prior to fill placement was characterized by gently sloping terrain (less then 5% gradient) , down to the east. An exist 6-inch Sn]. y.._�ewg }, nemorigin_ tin� fromT��hiy�5,'�er�Pl ant re- 6 traverses the site in a southeasterly-direction C iMderT11s "lfaf£Fiea�ster y ,TTion of the proposed �bu.i Ing. { e'P31 '6 e f M i£y I i`fi"--M tfB'; tTYt� s2'� ' ?" LrI u c�a plastic roof drain lines (Hyster Plant) and an inactive landscape irrigation system. A 2. 5-inch PVC pipe ( inactive) was encountered at a depth of 2. 5 feet in Test Pit TP-1 . No other utilities were encountered during our subsurface exploration. Locations of the utility lines are not accurately known and no as-built drawings of the utilities were available for our review. s Page 2 Project No. 103. 1. 1 PROPOSED DEVELOPMENT The proposed 3-story, 31, 500 square foot office building consists of wood and steel frame construction with masonry walls supported on individual spread footings and exterior perimeter foundations. Maximum anticipated beam spans are 32 feet and column loads up to 120 kips are expected. Retaining walls are planned to restrain vertical cuts up to 7 feet in height adjacent to the westerly por- tion of the structure. other improvements include driveway access from the existing westerly parking lot and adjacent planned parking north and east of the building. SUBSURFACE INVESTIGATION AND LABORATORY TESTING Our subsurface soil exploration consisted of excavating five back- hoe test pits across the site in the locations indicated on the attached Site Plan, Figure 1 . The test pits were excavated through existing fill materials into the underlying native soil to a maxi- mum depth of 12 .0 feet with the exception of Test Pit TP-1 which was terminated o1 large 2 to 3 foot diameter boulders at: a depth of 9 . 0 feet. The soils encountered in each of the test pigs were visually classified according to the Uniform Soil Classification System. Representative bulk and relatively undisturbed chunk samples were obtained at appropriate depths and returned to our lab- oratory for further examination and testing. Logs of the test pits are presented in Appendix A. Laboratory testing consisted of moisture content and dry density, maximum dry density, and direct shear testing. Results of the tests are shown .in Appendix B. SUBSURFACE CONDITIONS As determined front our test pit excavations the subsurface soils , in general, consist of fill materials to maximum depths of. 9.�- feet underlain by an old topsoil zone, Portland Hills Silt and basaltic cobbles and boulders of the Boring Lava Formation, respectively. The fill is composed ofpoorly to moderated compacted moist to wet, organic, sandy silt, wit varying-aoun'ts of construction debris including asphaltic concrete chunks and wood scraps. e i contains numerous basaltic cobbles and boulders of the Boring Lava Formation. Native soils underlying the fill and also exposed at the ground sur- face in the easterly portion of the site (see Test Pits TP-2 and TP- 3) consist of an old topsoil zone varying in thickness from 1 to 2 feet. The topsoil is composed of soft to medium stiff, wet, organic, sandy silt, overlying stiff to very stiff sandy silt, (trace of clay) grading at depth to basaltic cobbles and boulders in a very stiff, sandy silt matrix. No groundwater, was encountered in our test pits although some minor seepage was noted in Test Pits TP-2 and TP-5 . Northwest Geotechnical Consultants, Inc. Page 3 Project No, 103, 1. 1 CONCLUSIONS AND RECOMMENDATIONS " From a geotechnical engineering standpoint, the site is considered suitable for the proposed constructionrovided the following re- commendations are incorporated into the Geesign of the project. 1. REMOVAL OF EXISTING FILL AND TOPSOILS Within building or other structural areas, existing fill and V/ topsoil materials should be removed down to dense natural ground. The fill and topsoils are, in general, very compressible and are considered unsuitable for support of structural improvements. Care should be taken during excavation to avoid damaging -the ex- ixting sanitary sewer mentioned previously. We suggest the pipe v' be located and re-aligned outside the building area . The actual depth of soil removal should be determined by the ✓ Soils Enqineer during grading . r 2. FOUNDATIONS Provided site grading is in accordance with the above recommenda- tions, the proposed building may be supported on individual spread footings and continuous perimeter footings . The footings should be founded a minimum depth of 1. 5 feet into dense native (undis- turbed soils) . Footings may be desitined for an allowable dead plus live load bear.inq value of 2 500pounds__ker s are foot with a one-third incre%.se for wina or seismic loads. Foo ing"'should have a mini- mum width of. 1.8 inchE!s. Reinforcing steel should be provided in footings in accordance V' with structural considerations. Total and differential settlements of less than 1 inch and � inch (respectively) are anticipated and should be well within tolerable limits for foundations designed in accordance with the above re- commendations. Building foundations may be designee] for a passive lateral bearing value of 400 pounds per square foot per foot of embedment provided footings are poured tight against undisturbed E;oils. A coefficient of friction against sliding between concrete and soil of 0 .40 may be assumed. 3. SLABS ON GRADE. Concrete floor slabs should be at least 4 inches in thickness and reinforced in accordance with structural considerations. Slabs should be underlain by a 4-inch gravel or crushed rock base o,rer- l.ain by a 6-mil visqueen membrane and covered with an additional 2 inches of clean sand. Norhwest Geotechnical Consultants, Inc. jL Page 4 Project No. 103. 1. 1 4. RETAINING WALLS The recommended active pressure for design of walls retaining ranular soils is 40 ounds level backfill compri sed of on-site g rest per cubic foot equivalent fluid pressure. Wallsn10xHrom movement at the top should be designed for an additional pounds per square foot where H is the height of the wall in feet. Adjacent surcharge pressures should be added to these values. Retaining wall footings should be designed in accordance with the previous building foundation recommendations . Retaining walls should be provided with adequate drainage to pre- vent buildup of hydr-)static pressures. Walls should be water- proofed as appropriate. 5. EARTHWORK The soils at the site to the depth explored can be excavated using conventional earth-moving equipment. Any materials placed as fill , such as in roadway improvement areas, should be moistened or dried to near optimum conditions and com- pacted in 6 to 8- inch lifts to at least 901_Felative compaction as determined by laboratory standard ASTM D1.557-78. 6 . SLOPES Excavation of temporary slopes should conform to OSHA specifica- tions. Permanent cut and fill slopes should be constructed no steeper then 2 horizontal to 1 vertical. 7. WALI, AND TRENCH BACKFILL Walls and trenches may be backfilled with means siteto o importeast 90 dercent granular soils compacted by mechanical relative compaction based on laboratory standard ASTM D1557- 18 . B. DRAINAGE t encountered in our test pits, minor Although groundwater was no was evidenced in 'fest Pits TP-2 and TP-5 . We suggest a seepage, ime r f the ^buildin to subdrain s stem,j.e,.iAstall�d_on --- -"Q - b *- —�p, It zeviate potential problems aui ssociated with water �du is recommended the dlninea°nravelist °f a with4alpositivediameter outletrfoInt��di- PVC pipe surrounded p g tion, pos��1-tie--gu�fa-�.e-�.�l�ge. away from the proposed structure should be provided. 9 . INSPECTION All earthwork, footing excavations, and compaction of wall or Northwest Geotechnical Consultants, Inc. Page 5 Project No. 103. 1.1 trench backfill should be inspected and/or tested by this office to verify conformance with our recomnen-Nat'ls.These additional. services will be over and above the scope of services included in this investigation. This opportunity to be of service is sincerely appreciated. If you have any questions, please call. Respectfully submitted, NORTHWEST GEOTECHNICAL CONSULTANTS , INC. 71eA Thomas S. Ginsbach Principal k*"A� Martin R. Owen, P.E. President PR11421 OFF(,�,, ac l� Uf1EGON y QFC 3 1. �. t4 R. Nr 4l rwest Geotechnical Consultants, Inc. X11 ` MTP-5 Test Pit Location i I I Scale V'260' Approximately \ \ 4, t� P-4 TP-rZ X -4 / TP-- I ? �it.�tG•IA4,F PLAN T>rwf ^.'�iC.. �I►AL� (AfI.%V� IY ! N IUNLI/!O •. OATIIL O .LY, ��A! •_•. 1-- h �rri�ar�s� �a�LJ ■ CC ( y t 20 • a K: — -- ----- / /. R•r ' � o Q S111"E PLAN = ' :r FIGURE 1 T'll IL PA a / T Ark '■o +�r w w w ss +�r wr w �a APPENDIX A .w APPENDIX n EW-Liartrw +R Proposed Crossroads Plaza Office Building March Tigard, Oregon Proje FIELD MOISTURE-DENSITY TEST RESULTS Field Optimum Moisture Moisture Field Dry Maximum Dry Location nem th (Ft) Content (%) Content( %) Density(pcf) Density (pcf) C TP-2* 2 . 5 26. 4 ---- 91 . 0 ---- TP-3* 2. 5 28. 6 ---- 87.5 ---- TP-4 2 . 7 23.0 13. 5 1.00. 8 118 . 0 TP-5 3. 0 19 . 8 1.3. 5 96 . 0 118.0 * Denotes test i._ native soils MAXIMUM DENSITY TEST RESULTS Optimum Maximum Dry Moisture Sample Location Depth (Ft) Soil Description Density(pcf) Content(%) TP-4 3. 0-3. 5 Mottled, red-brown 118. 0 13. 5 sandy silt NOTES: Field Moisture-Density Tests were performed in accordance with ASTM D2922- Maximum densities were determined in accordance with ASTM D1557-78 L Figure ;roads Plaza Office Building March 28, 1983 Project No. 103. 1 . 1 FIELD MOISTURE-DENSITY TEST RESULTS Field Optimum Moisture Moisture Field Dry Maximum Dry Relative epth (Ft) Content(%) Content( %) Density Density Compaction ( $) u 2. 5 26. 4 ---- 91. 0 ---- ---- 2. 5 28 . 6 ---- 87.5 ---- ---- 2. 7 23. 0 13. 5 100. 8 1111 . 0 85. 5 3. 0 19. 8 13. 5 96 . 0 118.0 81. 5 ;t in native soils MAXIMUM DENSITY TEST RESULTS Optimum Maximum Dry Moisture ()cation Depth (Ft) Soil Description Density(pcf)_ Content(%) 4 3.0-3. 5 Mottled, red-brown 11810 13. 5 sandy silt Moisture-Density Tests were pe--formed in accordance with ASTM D2922--71. um densities were determined in accordance with ASTM D1557--78 Figure B-1 1 30100 25M 2000 r w 1500 Cr. Cn M a — — W Vf 1000 500 0 0 500 1000 1500 2000 2600 3000 NORMAL PRESSURE. (PSF) SYMBOL SAMPLE LOCATION COHESION Ipr1► FRICTION REMARKS ANGLE 1°I TP3@2 . 5 ' 120. 0 34 . 0 Remolded to 90% ; saturated DIRECT •I"IK C.R TEST RESULT. PROJECTNO. 103. 1 . 1 CROSSROADS PLAZA OFFICE BLDG. TFIGURENO. B-2 Northwest Geotechnical Consultants, Inc. Wk Wit W I W9 �w X11 March 28, 1983 Project No. 103. 1. 1 LOG OF TEST PIT NO. 1 Depth (feet) Materials Encountered _ 0.0 to 1.0 FILL. Topsoil zone. Soft, wet, dark brown, or- ganic sandy SILT. OL 1.0 to 2. 25 FILL. Medium stiff , moist, light brown, sandy SILT. ML 2 .25 to 4 . 5 FILL. Soft tomedium, stiff, wet, organic, dark brown to gray, sandy SILT. Topsoil . OL Basaltic cobbles and at 2. 5 feet. Some ctructionAbandoned 2. 5-inch diameter PVC sprlAier pipe at 2. 5 feet. 4. 5 to 9 . 0 FILL. Medium stiff, moist., mottled, brown to gray-blue, sandy SILT. ML Construction debris, including asphaltic concrete woo , throughout. Large diameter bo. rs_ ( 2 to 3 feet in diameter) at 8 feet. Very difficult digging. Terminated Test Pit at 9 .0-feet. No groundwater encountered. LOG OF TEST PIT NO. 2 Depth ( feet) Materials Encountered 0.0 to 1. 0 NATIVE SOIL. Grass, sod topsoil zone. Soft, wet, organic , dark brown , sandy SILT. OL 1. 0 to 6 . 5 Stiff to very stiff, wet, ].igh'- brown to brown , sandy SILT with trace of clay. ML qu@ 1 . 25 feet = 2. 75 tons/sq. ft. qu@ 2 .0 feet = 2. 0 tons/sq. ft. qu@ 2 . 75 feet = 2.0 tons/sq. ft. qu@ 6 .0 feet = 4.0 + tons/sq. ft. 6. 5 to 8. 5 Very stiff , moist, brown, sandy SILT interbedded with basaltic cobbles and large boRlders _(2 feet plus in diameter) . ML Very difficult digging. Terminated test pit. at 8. 5 feet. Left test pit open for 2 hours. Approximately 1 inch accumulation of water in bottom of pit. Northwest Geotechnical Consultants, Inc. March 29 , 1983 Project No. 103. 1. 1 LOG OF TEST PITS 3 Depth (feet) Materials Encountered NATIVE SOIL. Topsoil zone. Soft, wet, organic, 0.0 to 1. 25 dark brown, sandy SILT. OL 1. 25 to 4 .0 Stiff to very stiff, wet, light brown, sandy SILT with trace of clay. ML. qu at 1. 33 feet = 2 .75 tons/sq. ft. qu at 2. 33 feet = 2. 0 tons/sq. ft. 4 .0 to 5.0 Very stiff , wet, brown, sandy SILT interbedded with large diameter basalitic ccbhles and ould bouldg-� (3 feet pi us diameter. ) . not penetrate deeper than 5.0 feet due to for- mation. Moved over 3. 0 feet parallel to pit and enlarged pit. Very stiff , wet, brown, sandy SILT interbedded 5. (' to 6 .0 with basaltic cobbles and large diameter enetbculra e ( 3 feet plus diameter) . ML. Could not p deeper than 6 . 0 feet due to formations. ft. qu in silts at 5. 5 feet = 4 .0 plus tons/sq. Terminated test pit at 6. 0 feet. No groundwater encountered. LOG OF TEST PIT NO. 4 Doth (feet) Materials Encountered 0.0 to 1 . 0 FILL. T��psoil zone. Soft, wet, organic , dark brown, sandy SILT. Fill. OL 1. 0 to 5. 5 FILL. Soft to medi.tun stiff , wet, mottled brown to red brown, sandy SILT with trace of ;lay. ML Small diameter basaltic cc _ oles scattered through- out. Lenses of decayed vegetation throughout. qu at 2 . 75 feet = less than 1 . 0 tons/sq. ft. FILL. Topsoil . Stiff. , damp, organic , gray-black, 5. 5 to 7. 0 sandy SILT. GL. Grass and sod (intermittent) . NATIVE SOIL. Topsoil zone (old) . Medium stiff, 7.0 to 7. 75 SII,T. 0L, damn- organic , dark brown, sandy Stiff , moist , brown, sandy SILT with trace of 7. 5 to 12. 0 clay. ML. qu at 10 . 0 feet = 2 .0 tons/sq. ft. Terminated test pit at 12 . 0 feet. No groundwater. encountered. Northwest Geotechnical Consultants, Irc. March 28, 1983 Project No. 103. 1. 1 LOG OF TEST PIT NO. 5 Depth (foo t) Materials Encountered 0. 0 to 1 . 5 FILL. Topsoil zone. Soft, wet, organic, dark brown, sandy SILT. OL Small diameter basaltic boulders throughout. 1. 5 to 5. 0 FILL. Soft to stiff, wet, mottled, brown-gray, sandy SILT with trace of. clay. ML. Construc- tion debris throughout including, wood, metal wire,TywuoJ. Basaltic" � _f ou -T'o--7� e �f" 6 -in Ti1fie' a —t- roughout. Five q sperformed at 2 . 5 feet with results ranging between 2 and 3 tons/ sq. ft. 5. 0 to 7. 25 NATIVE SOIL. Topsoil zone (cold) . Soft, wet , organic, dare- f-ray black, clayey SILT. OL Decayed organics, strong odor. 7. 25 to 10. 0 Stiff, damp, light brown, sandy SILT. MI.. Some small gr.&-s root fibers. Terminated test pit at 10. 0 feet. Water seeps at 4. 5 feet. i i i i r r Northwest Geotechnical Consultants, Inc. CROSSROADS PLAZA GENERAL STRUCTURAL NOTES: DESIGN LOADS: FLE101LL, -:.-. 50 PLUS 2(d PSF F'(.)I:.%, CORRIDORS. STAIRS & EXITS LL = 10C.) SNOW LOAD = 2 5 P S F WIND LOAD := 2(1) 1=''51:" SE 1:311 I C IJ (")NIH 2 FOOTING DESIbN SOIL PRESSURE I-113F 0999.1111ED FOUNDATIONS: F!JOT INUS SHALL DEAR 01\1 FiRm timpisTURDED 130I I._ A MINIMUM OFI.j INCHES BELOW ORIGINAL. AND 10 INCHEI:3 0111 OW FINAL 1.3PAIN.'... N Q11:y I F Sol[- CONI)ITioi\is 66 NOT APPEAR S01 113r=OCI"Of-,ZY. DO NOT EXCAVATE CLOSEFIR THAN 1. 1/2 713 1. U-1.1,311 E!r)'T,rc)i,,i or FOOTINGS. DA(-.1:::F1LL AL.1- PIPE 'TRE 1101 A 1\1 1.) UT Ir.R Ii.X(.::0 V A I I Cl 1'.11.3 E L U W FOOTINGS W11H COMPACTED CRUSHED 99UPBEM THE ACI i-;MNDAI:U) F(JR BUILDINGS ACI .13HALL BE FOLLOWED I I STATED OTHERWTS)E'. IITNIMUM C;(.*)hlf-'Rl:-"-*(3".';I.k,'E STRENCITH cw, (IT 2(3 DAY'..; L!E: PSI FOR WALLS AND 91...APS 250t) F--,SI FOI-'t FOOT TI,\1GS MAXIMUM SLUMI:: SHALL BE 4 INCHEIS. PROVIDE I-'..'EYED (:;('.)NTR(')L M)INTS F(.')R '.`ILABG (:)I,,l GRADE 11" Or--`PI--,J)XIIIIATELY 2") FOOT SPACING IN E.ACH DIRECTioN, A9' ON DRAWINGS). SIDEWALK9 SHALL 1-"tE CONS'TRUCTE.L. OCCORDING, TO LOCAL AND SHALL HAVE DEE PLYTUOU.':-.1) JOINTS AT 5 FEE"11 MAXIMUM, Will-I ! /11,2 INCH PREMOLDED EXPANC-31(.04 JOINTS A'T ­rf) r:EET 11AXIMLIM. CONCRETE-REINFORCING STEEL: REPAR SHALL (IT)NFOR11 TO ASTM ("-RoDF 4c). L-JEtERE .-DD WIMF:-"SH SHALL CONFORM TO AS)TI1 A-1435. PLACI.. AND Sf-.J."URE. BARS 1:-ER ACI STANDARDS. LAP SF'L..11:,E-' ALL. CONIT1111JOU.13 BARS A 1111ITM1.111 ("w- OF, NOTED ON DRAWING11,13. DOLIBLE DABS IN ()LI_ WAL.U:3 ()ROUND (".)PENINUS. PROVIDE 2`--C1'1 X CORNER ROPE', ("IF SIZE om,) sroc�m(-) Tc) mni,ai HORIZONTAL. BARIS) AT 1I\I­I*E1','S1'ECTIOI\M) Of WAI AND F:001'11,10! PROVIDE FOOTIM-3 M'.)WEL.9 or.7 f.1' .3 . .1 -m VF If.';hL PAPE; czE mu) ! I-,()(" �i,n mo IN WALLS AND COI.-LIMNS. q STRUCTURAL STEEL: STRUGIU14:11.. Wi,01T i OND FL.ArE!3 SHAI. I.. 'I'Cl 05111 E COI_UMNS SHAI. '... CONFORM TO A'31-11 Tt.JB1:":r3 (3)HAL.I.. CONFORM Ti ASTM A-5t)(i 611-1-ADL A16 I`ST . LIOLJS 1',HOI I- IT -)9rm t)--7,t ND 9H( CUT WASHEI­C3 WIII1:.J,.F 011 W001.) ( TNCI_1JI?TM3 9 -ILL, HAVE FOUNDAT I ON ANCHOR BOLTS) DETAIL, FABRICATE AND WELD ALL STEEL MEMBERCE ACCORDING 'TO AISC STANDARDS. PROVIDE ONE SHOE' COAT OF PRIMER ON f4LL STEEL MEMBERS AFTER FADPICAT ICIN. GLUELAM WOOD MEMBER91 BLUE LAMINAT.ED DEAMI:3 SHALL DE INDUSIRIA1. OPPEORANCE GRADE DOUGLAS FIR comrLYINE3 WITH AITC 117-79 I'VE Siqj c,';TANDARD. Flr.'(I-.R STRESS IN BENDING SHALL Bl" F`b :­ 2400 PSI . GLUE SHALL DE OF A WATERPROOF TYPE. MULTIPLE: AND CANTILEVER SPAN SHALL HAVE FULL. STRESS CAPACITY AT TOP OF DEAll WHERE 'roF, is D 11\1 TF.:'NGIOhl. WON: LUMBER Gl-"?ADES 514)[.A. DE nS FOLLOWc,-3, 09 ON DROWINGS: JOISTS, RAFTER".3 & 4" NOM. DEAM'.3 li2 (',3R(ADE DOUG. FIR PosTs, & 6" NOM. BEAMS it:[ GRADE DOUG. FIR 2 X it STUDS srUD GRADE DOUG. FIR 2 X 6) & LARGER STUDS 02 (::!RADE: DOIJO. Fll`2 BUC11:.'9. PLOCr:ING & BRIDGING #:.7 GRADE DOUG. PIR PLATE''1 84 SILLS (IN CONCRETE P. T . DOUD. FIR 2 X 6 DEC1,1NO comm. ormDl' D. OR HEM X_ -I TF PROVIDE SOLID 1fL0CJ-.'ING FOR J01,15TS AND RAFTERS) AT ALL- LDEAR ING WALLS AND BEAMS. PROVIDE BRIDGING AND 1'"IRESTOPPING AS REOUIRED BY CODE. PLYWOOD WALL., ROOF" AND FLOOR SHEATHTNG TO Bl".' STANDARD 6RADE WITH EXTERIOR GLUE. USE EXTERIOR 'T'Yl::'E Fl..YWOUD FOR EX17'()Sl:.D LOCATIONS SUCH AS SOFFITS. ',:iEr::: DRAW INf3S FOR' 0A PLYtAj(jOD INS"I'ALLATION AND NAILING. REINFORCED HOLLOW CONCRETE MASONRY: -------------------------------------- STRUCTURAL CONCRF_ FE MASONRY U111 1 ' � SHALI... DE LIGHIWE'lGHT UNITS CONFORMING TO AST111 (,-9(:*) GRADE 11--l . F"m" SHAI L t.'IE EQ(JOL TO 17,750 P91 AND SPEICIAL 11\19FT."CTION SHALL N(31' 11E MORTAR SHALL CONFORM TO UBC TYPE 9, AND GROUT SHALL BEE lilcHLY FLUID 2(')(')(-.) PSI Ml'.NTMt..)M COMPRE)SIVE STRENGTH CONCRETE UF111C.'i 3,10 INCH MINUS OGGREIGATE. TRUSSED ROD Rl::lNF(' RCTNG IF SPECIF 7 .j TED SHALL CONFOF.111 TO ASTM A-82, AND REDAR Sl TALL. CC]Nr:,ORM TO 091M o--eiin onArNF." 41). MANUFACTURER DESIGNED WOOD TRUSSES: WOOD TRUSSES (31-1(-.)WN ON THE DRAWTHUS l,3l--lALl_ DF DEST(-INED BY I'H[.'.' MANUFACTuRm7� TO RESIST THE LOADS INDICOTTA) IN THE 1710:751,6N LOADS .;ECTION ACCORD IN(31 TO ACCEPTED METHODS AND 13TRESSES 09 APPROVED BY 0 MINIMUM OF ROUR SEA'S (31-" 1 ICB0. PROVIDE SHOP DROWINGS FOR REVIF.'W AND SUBMITTAL TO THE BUTLE)INu FI FORE F (iDRTCAT TON. MANUFACTURER SHALL INDICATE ALI... NE C.'j"71':;'V)Ry INFrIRMAI .10N (IN ERECTION AND BRA(.'..[N(.'j TO PROVIDE FOR A 531.11TOP1._E BEjL4EgB9EQ HOLLOW BRICK MASONRY: STRUCTURAL BRICI<, MASONRY UNITS SHALL BE TILE" OR OTHER APPROVED EQUAL OF NOMINAL DIMENSIONS AS INDICATED ON VHE DRAW INBS, COMPLYING WITH ASTM 0.,652-HBS-SW AS MODIFIED BY 1[-�BO RESEARCH APPROVAL 02730 FOR HOLLOW BRICK, BRADE. I , TYPE I. , He(:)(:)(:). SPECIAL INSPECTION SHALL NOT BE REQUIRED. MORTAR SHALL' rONFORM rc) uec TYPE 13, AND GROUTSHALL BE HIGHLY FLUID 2001) PSI MINIMUM COMPRESGIVE S'TRENOTH CONCRETE USING 3118 INCH MINUS AGGREGATE. TRUSSED ROD RE111FURCING IF SPEC 11"7 IED SHALL CONFORM TO ASIM 0-62", AND REBAR SHALL CONFORM TO ASTM A-61.5 GRADE 40. `� ❑ MEMORANDUM ❑ SITE VISIT JAMES G. PIEP.SON, INC. ❑ PHONE MEMO CONSULTING ENGINEERS COWERENCE MEMO PORTLAND OREGON ❑ TRANSMITTAL To 1 ;1�,'.�l(`1l� PTiv� l�JS— Project ---- ---- - --- Y_11.Fr 1. .F.c4.___LLY..]Lfcl_�l.lr ` -- -- — _ Date C NIC 1.�LAT►G(V S `�� - - �� T �J���.� _..�_ .._. By• - James G. Pierson , Inc. cl l 1 _ a L � 3 N v 1 g �to Roo `I%A- !- 1()e;'_VN I t NOV'TH I/ onreu r ,"' - JAMES PIERSON. INC. K'yR`�Jd/ CONSULTING ENGINEERS 0.t PORTLAND OREGON D.1• 'jai, 14 to J ._ z. W a 40 f-c"p: - - rn n 4,0 X 1$=.ZO s -1Lp20 514�cv /Gg0_X V& 14-VO X1. 1` 11.3!'0 _ T✓E.AM 1 ,J _ o �15.4�+ ( 583 z o SASO ! N n /1.TL3 �e Am 2 rA Cl Ai = (,40 c i&�& zsy ZV 571 '0 v,5 F- V,� 14xsoz, $EA M 4 SPAN 3'2 " ¢J 2 O yu. Wa 4-0 + a o f 30 = 81O a 1 6,k LV. 1 10 z neo (Ap 40 610 x -a'-L4* / 29 I0� r. 7--7L R 2 . 4Z w IC?• K Coo 14 x 31!�p 4�; Prolal pn JAMES 6 PIERSON. INC. - "I CONSULTING ENGINEERS V M w.E i PORT;AND OREGON �! ----- — -- 3 . �PAry 2-a - - n?= Y O X 'Z44�29 X 1 '7f'- s—_� . 23 'Z 3�,�-. DEA M cp A ri 12' P� 10 (1 z)1/� = / 4 -raX80 �► y 9 0 " ?� 72 0 - v zo aA f _ - (25Y '1200 V- nG 13:'8 �330� r'�AC.tror� 5 I l yC 3 u L VE- a n C-A WT 'L,vf- ON rAn - - 3 s rll Jo 3249 1 s X3 "7"78014,x; ( 39 epo + 8SJ3 (l49 +3'u0)( i9•Z8)2/-z - 3o0 to 54f � 44-7 �y W '4-cv VZ 05 Cc(c O o�' x �4 2. (o = L! I'7 0 � w to x 4 dTL= + .gig., _ �-/tio3 0,� - w �2. x 3� use- w f1� �31 65 1 .._�j��• � V-�./ tom- C ►" 7 / oau. JAMES 0 PIERSON, INC. CONSPOnTL,ANDO ENGINEERS OREGON Date _AN 4 • ... 8 1�p0 A PAN 1601! - 11 4 �0 • -- g'6. 4 0 2 # r ;> --� SFAtJ `3'2-r s 4 7 D n GT >✓ 'Z2 . � x 4 �� x ' 4/'1.� O`� y + �O xL - Z , '` 4 , �, rJA• L /2 + o o1 \nJ 10 x a - Z 2 co vJ ((��3 I :- o e1 OjSA M 1 D 3z.6 3Z rte' L-'L fK.EC G'Ctesr4 45S4 1 0 42Ge. �L TL 7.i - 13 122 v - 43 4 vQ l3,) Lid •g) - ot 3zoj ; 4 �) ./z �4 3 45 4404) C (o) + C3o5 jp Z/'2 :;,'� 4.4 0 CONT arrow JAMES G PIERSON, INC. CONSULTING ENGINFERE NlON PORTLAND OREGON Dole �� r• 11Z�, 22.�.� �o�� �'��)4 �27 X►OC� is z46= 2 .32�, U 5�_ .�� ►O.-X-4 '�'1_--_ - o'er vJ t2,�c 3 5 --5F'AN 32' VJ = -1 C. M = iG�O 3Z�P✓ = �.`7 P��J -t Ly 22.c7C'ICi04 G9 '7r� �" `Z �2 _ 2• Z� _ L /lam 1 }F� USE uJ 1� X G7 4— C3 W 12 X 4 0 PRAM 12 1r-�1r� 2gf w - v �o � S% 4o f 1 22.r-, x el, X I2 ax 10� K 'Zog. _ •c.3 �- �a �r VI) to 2 X 35 -USS (�IiIIOXS' 4,, 400 i-317,0 XZ(- 10 c.o`� B 16c 59 crH 1 0 '.'GIN OPf0'�Ef 657 6274 M[,:Oh MfOM .14MES 6. PIERSON. INC. ry� If. ad �fy�to } CONSULTING ENGINEERS JAN• �� �� �G'N.fd rW,E�j PORTLAND OREGON O.t• <o 4 c,��c,�� =(AZO —�_... 100 apt l0 0:1 — — 37=}0 $14 0 2 0/-Z X-Z 4 04f) FX = x 13.1 oL irr374 1�;1 100(1�D) 345 �13,4)1' C � I� 14X22 . . Q Tt, 4,r_ l 00(2414.4+ ,013 - ,so1'12� ,5� G I . . 2 �0000Qo 19gri++� 5PAm ��0 r vJ : 5X 40 /ZSG = ldGo�Zl:. / 12�i0 .ct• i�j J�)?..7 7 $ ►rr- Ib I1,- 440 1 1a spAO Sao= 14-XS'Z R= 3gis?O TL= 44o , 7-0 ►J 44ao �jcrwrt .r 627S. 24 �- Project HX5 \ �. �r�Y "1• 647 Gel Iflfr•__ r _ JAMP.{ G. PIEp80N• INC. r= . '1!5e► y►I1,� Syta �} CONSULTING ENGINEERS DEIN W,E$ PORTLAND OREGON 7. 5 QED = 819Zp X 17 OCh I.15 = 3cil ►�3 CF.Nti��. M @ X01 4 40 AF col 440- X 12. 2456 )'a•15 = -rte Y 51/6 x 11c5 . C!7 42,-rn \P.5 YZ „ '7-)C�•92x81.1(rR-x 1-1-5 15 C:O•I Zrj7 13 . ' C K = C3 X 1.8 X 10 /5 X�--�00� f`p.s -7-1-17— r 1•17—r b = 2 404 U - 3 `13 )4 = 22 fa t /2�j•`71/ ,b 1 .3a ICb 1-O n 1 a,.u>'• ^('3.2� ¢x r. I�i x g.l?sj x 25 �jZ� �- .2 9 � � CZZ'14X1•ISX23•�� �. 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Z �y (0-7 - .2 - �.y �� .__ ---- .._ --- - b-t�_ = 97P X22'Z Z? 4�Zy 1��+ �g��+ = I . O$ - S>O-79 �S _. qX �D��"1• � r 4 „ o � �.� F::, vJ 1 x �F.a-M 2 - -- -- �►J = `�?•5 ( � �) = 155 � � ' �� Za, ! K- VI) 2X 8--� 2 4-0 1 r _ x/`94 j L/-z40 IJA- �Z V • 2'1.5 ►��i`J7� 3-2�1/,2-c� 0 C x -140 = 1•T)2 r Y vJ I Co Co 1 �� 9 15,4 , �Tv � , 'J •� — L./ 'ZS�� X1..1.. � • �, Li X79 �� 1-7E75 x �P� = 12 .,0 3(� 0 -Lit) d _r 2'1. 07 ,X 24 ` 17�j5�2d to ffo � ��0.FCfn,y'r, ._`��� I+,r,totl � y "�.� ✓ 1 �"rCr ���.�i 12 61 ^ JAkIEE 0. PIERSON. INC WI'XM Mf 00. __ +fy�lt% CONSULTING ENGINEERS pato JArq 1=—N:��}�' R►R.�4� PORTLAND OREGON � o EAM .�P-A N 121- 0 vJ = I I # / m = 17 55 X 12'Ller- 31590 1-2-41 'Z9 1 o ro X J o _ . .Z-7., t VSE-- AXL X Co 1'L'1•r, �'1 �.- 3AB Ioo Q:N . 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PIE RSON, INC , ,�� rI. � �f,�►t�; ��f CONSULVINO INOINFERS ON• 1 r'� ��_ lA M III.L� PORTLAND ORFGON X9: 4 # r 721 i 00 D Lt 3 Cn O at �1 + p r?st(-! %1 o o L L aIV PA-rY 2 O 1 Q1110 it 2 bl.o0- LL 0 A GAPIT. _ 1 55 -7 2(p3vs ,4-90 L5 c,) _ e o 49,o 1 434 16o X -17 2 1 '740 $F M 12 W 5c� / M = Xt% r-;'5 /� :. 1-71 -990 0 f (Z= 24.tel -wry w ► � X GJ-7 _ _ X55 Inil" -7r2 (�8)429 ►0(- ('7�r�) = 1, 1 4 0�•- g to , .s 4 Mr— tf�-5 .scoar m q e AM _4 j77°(°) 'q%°�°)Z� 4 `27,5(5,9) t100 -9ao +I00 : 040 Boyo �1 13I b)9. 97w0IQ IZ � �.Y4'•1 f .GINf♦ PfOIOCISL v+faor. JAMES 0. PIERSON. INC. I'C'E•-+ � + Iri V �•'�rrl � � _ ✓���ti�r�� ft%� CONSULTING ENGINEER$ `4Y R,r` N.L°+ PORTLAND 0 REGON Date J4,N. 17 15'a 3 _ .� NEARAlm Rw MR-Ariqj 1 IJ. PaN �2��• `� C-n Io : 1 v,) ov� fJ 100 z� 5' 418 4718 — 00 03 ' r✓► = 4716XId - 3? - ► 004.�, /2- —caro /r5 5x�,) c1a � 7) 41 ��0 �� • Jr �1 14 vv YJ 1 d X 22 1.00 o v JR -Y-7.C-, P•:r W = .= 5 (l7• �)y�f-'— X32 ss t rJ X4572 = 37 2 X2 / 1 4- 0 = .30• �9 2 x 12 @ 1z 2 45 t; jt5 TL-= llolis(.bl ::: za I 1E,I?A ' 3 t-� I4x� � "A310 ' °1. �'►� pfriect "Esq•� •+azn�� JAMES G. PIERSON, INC. f^�►u�•r�. CONSULTING ENGINEERS Date 1 �1 1 G PORTLAND OREGON -� r — — n�Aao�� y H A Lc. Roo 4-0 +000 4-up-t' -)7,s(2 10 I950 -rL' 127.E (2 4-¢50 WALL -vL - 3 �x ss S'70 4&7 0 ¢'fT wZ Coop TL- 40(1 4.00 3 zv 4 Zijr -ri- Cq�ls(r,,)+ccs(�.s� 15190 4-0 ca du, 7'� i aZo x. 37 0 3�-o f'Tk w2 TL. L)(10 300 IZv •L�� �;aZ C���� .5�+(u5(4�)�L 1070 ms(+,$) S 4 o WALL Dl. Isla— � 2,115 O W¢ kocf Ti, 40( z13;' 67,=, TL' II,s' + Vo lis 152.0 w, 2o�f ?�- o ►') 440 3►fi "ANT' �7��(s 9.60 �ST 'rl. 97,5�Z•5t��5(2175� 5100 I�pu� v� I�To 38o0 2 w�0 2oo F ¢0 3�v 2Nr 1L- 971 L 19s JST 'f, 91, Io0 WALk" VL.' -L$2 G 2Zos I'_�H r ' W R°off ISO y�1D� � 1s Zf5 z- 490 I S 3R t 'TL- 91 s �11 245 WaL-- P L- .L�? �$$5 o Project 4•f. -Ir ry ,�OIMff 6y7 v 6 6272 o+rua JAMES 0. PIERSON, INC. f���►,�11�.1!i�� 'i^gi►�R`� � CONSULTING ENGINEERS �L Dal* PORTLAND 0110111100111 7 IUALL GUS Of -rL 4o ( S o wy7 7L 130 � � lac QLL �V �l Z,7 0 r ZZ 7 w 10 RooF -rL io 4c . 3 V 2J,7p ?L 97,fs( ) TL 91,��4,y� 4.40 V7 4-n t-0 W10 TL 400 SS -rte �7°� 4 r5� 440 44 S -0 Project 66� 6272 1 -- r �^ nnraor. JANET 0. PIERSON. INC. h/,��3�` i+;-" •t-L s CONSULTING ENGINEERS / PORTLAND OREGON DAI• -- C-:_t✓111 J� 1 2A UA 3r.�4A,FA r G• 3LI�C15C- foG i�f �v 7� I�(,+S Ih 7k of h )VH 3ti,4H��+� 3f,4f,sf, ► el 4-0 e�c�._-0...------- 1 Ft 14.9 20.7 Zo , I22 -7 1414- 5M T'ioT 14.9 20,1 Z0, I 13 10* 3-',�5 3�D c,oL . ,�11� 5. 3015 31' , s 3 � 5 , 13�1LIs P.,gp 2114- 3'L..21 290.0, _. 25.1 4910 49,L 22,0 PTor 36,3 5 3 6 4111 51 's 7 14-0 Z113� GoL. , s it"+ F a 4"�s 3 � Es 5 �Es T�, Ftgv 21,¢ 3Z,4, 29 'I, 2g, l 41 ro 49.2 2z.0 FTvr '2111 3 7 S I;p9 Z 1-50,5 17.1 1C,04 GSL 4E S 5E S eS14 3 �S Ak �loxlox 14 loxlo )(Y* 5ucmxl aXlIL)(l' t I,:.*IIX I". 11)(m)(I" S�Xloxl^ -�Xs)(3�'}' --r a-o S6i 1-IC Say 7-1O 56Z `-IG 5dL -0 561 t,-k 5 6t 5-0 K 1-2 1 )( 1-4 x l - Z X i- L XI - 4 . X I- 4 < I --L xl -o z�13;D 2If+4' >zoof O 2+I3,E- ro" -i 1,0 4.'? 1 3 4.9 r, r �, o q.'] 11.3 4.9 COL- 4'X%(-Itj 3 P3�cr 3.4, 211 P-T wr 5,8 3o,g� G8 L $X Top - F'��r 3,8 7,111 24.40 ts,4 r-rwr 9, 51,9 (00 ' s 35-7 GaL $x$ I'MA Ce5 34T*S• 3� --- K 1 1-0 Set I-L x 1-2 vc I-o 1-flo s-4'b 15 X X pra)eel —._.--- �. � JAMES G. PIERSON, INC. _' -- +�� `�� CONSULTING ENOINEEIIS LS PORTLAND OREGON Date �' w vJ Ch1-4_il.;f; Lor 124 A31lJ;�( o � � M � . 1 Z � 1 V X6272 ProjectA-LI St_Sr.QS�Q^�__ L Z. ;^ JAMES O. CIERSGN, INC. — �- ''N'rA .If•gY� f CONSULTING ENaiNEER� f \-- _5, PORTLAND CREOON new -- F DESIGN OF RETAININ(WALL Overall height of wall = 4.1j Ft. retaired soil = 4 Ft. Eq, fluid soil pressure = FsfiFssable soil pressure under toe =1500 Psf. Sliding frit ion coeff, cont, on soil = .4 and soil on soil= .5 Allow. lateral soil bearing pressure = 200 Psf/Ft Ht. of soil against toe = 8 Ins, Surcharge =100 Psf. Soil density = 110 Psf, Fc=3 Ksi, 6 G,ade 40 steel Toe length =8 Ins. Heel length =19 Ins. Mall thickness =8 Ins. Footing thickness = 3 Ins. LAT, LOAD ARM MOMENT From retained soil 280 1 1,33333333 373.3333x3 From surchrge 127.272727 X 2 254.545455 TOT. LAT. LOAD = 407.3 1 O'IERTURNJNG MOMENT = 627.9 4' LOAD ARM MOMENT W11. of sten wall 450 X 1 450 Mt. of toe 66.6666667 1 .3333.3333 = 22,2222222 Nt. of heel 150 X 2.08333333 = 312.5 Mt. of soil 550 X 2,08333333 = 1145.83333 VERTICAL REACTION = 1216.7 4 RESISTING MOMENT = 1930.6 F SAFETY FACTOR AGAINST OVERTURNING =1930.61627.9 =3.01 CHECK SL!DIN8 Resisting force from cont. on soil friction =1216.7X.1 =496.68 1 from passive soil pressure against toe =44.44 TOT, RESISTING FORCE =531.1 4 SAFETY FACTOF AGAINST SLIDING = 531.1/407.3 =1.3 CHECK SOIL PRESSURE UNDER TOE : Resultant reaction arts I! e= (1930.6 - 621,9)/1216,7=1.01 Ft. (ftg. width) / 3 = ,94 Ft. Soil pressure under toe = 2 X 1216.71(2 X 2,83 -3 X 1.07 1 / ( 2.83 12 =744,67 Psf. STEM NAIL DESIGN Max, moment = 194.44 x 1.11 + 106.06 1 1.67 = 392.62 V Fu/Ag = 5,59 SR = .9 - .20 X 5.59 / (,10 X 3000) _ .896 Mu = 392.82 1 1.7/.896 = 1'45.31 4' d = 6.25 t = 5.66 As = 745.31 X 12/(40000 X 5.66) = .04 Si/Ft. V i batt. =300.5 X 1.7/.85 = 601 v -- 601/(12 X 6.25) = 8 Psi. v allow. =109,5 Psi, USE 14 ! 18 Ins, O/C 1.5 Ins. clr. of backfill fare HEEL DESIGN Max. factored moment = 748.65 Act. Ft.= 748,65 1 .9 1 12 1 99 = 82.5Psi. ( A1low.Ft. _ .65x5x34.8 = Opsi. REINFORCIN61S NOT REQUIRED TOE DESIGN Paz. factored rodent = 249,86 Act. Ft.= 249.86 1 .9 1 12 ! 98 = 27.54 Psi. ( Allow. Ft.= .65 z 5 r 54.8 = 0 psi, REINFORCINGIS NOT REPJ RED I F DESIGN OF RETAINING WALL yYerill height of Mall = 9 Ft, Height of retained soil = 1.5 Ft, Eq. fluid soil pressure = ILLsfilt Perniss3ble soil pressurE under tee =1500 Psi, Sliding friction :oeff. cont. on soil = .4 and soil or. soil= .5 Allow. lateral soil bearing pressure = 200 Psf/Ft Ht. of soil against toe = 12 Ins. Surcharge =100 Psi. Sall densit! -- 110 Psi, Fc=3 Ksi. 5 Grade 40 steel Tae lergth =24 Ins. Heel length =20 Ins, Nall thickness =8 Ins. Footing thickness = 12 Ins, LAT. LOAD ARM MOMENT Fr_4 •et wn ed soil 484.3'5 1 2.5 - 2460.9375 F•.i surchrge 2:9.636764 X 3.75 - 394.986364 TOT. LAT, LOAD = 1223 1 OVERTURNING MOMENT = 3355.8 i' LOAD ARM MOMENT It, of sten "a:l 800 K 2.33333333 = 1866 66667 Nt. cl toe %') K 1 - :00 Nt. 34 'ee: 250 K 3.5 = 875 Nt. cs soi: 1191,66667 X 3.5 - 417).83333 ',ER'ICAL REACTION = 2541.1 1 RESISTING MOME1(T = 7212.5 1' Sa=E•f FACTiOF AGAINST OVERTuRN14i =7211.5;'-55.8 =2.15 CHErk SLIDING Res:stirg force frog soil an soil friction =2541.7 K .5 =1270.85 ;-es_ 'e against tce I key =400 TOT. RESISTING FORCE =1670.9 1 FACT'RA;4ST SLIOI4G = 1610.9;1223 =1.37 CHECk SOIL "RE;SURE UNDER TOE Resultant reaction acts 8 e= (7211.5 - 3555.8)/,541.7=1.52 Ft. ) (ftg. width) / 3 = 1.44 Ft. Soil pressire ender toe = 2 1 2541.71(2 X 4.33 -3 1 1.52 I / ( 4,33 )2 =1111.73 Psi, STE" w4LL DESIGN M" esreet = 7,9.;9 x 2.17 + 106.82 1 3.15 = 1174.14 F Pu/A9 - , , , = 10,,.1 SR = .9 ..O 1 10. 1 ! (,10 K �OOUI = .99, 1,7/.893 = 4,.9.17 1' d = 6.19 2 = 5.61 As 4319.27 1 /2/(40000 X 5.61) = ,23 Si/Ft. titt. =946.2 1 1,7/,95 = 1992.4 v = 1891.4/(12 1 6.19) = 25.5 Ps:. r 3117", =109,5 Psi. USE 45 9 15 Ins. O/C 1.5 Ins. clr. of backsill face HE:L CES:9N M3,. 'actored scaeot = 131!.88 Act. Ft.= 193;.99 1 .9 1 12 242 = 91.'1Fs;. Allow.Ft. _ .65r5x54.9 - ?Ps:. PEI4F;QCl43I3 NOT REOUIREC 1 11)F L)OT Q.��„ 1 N �1 I p _f_ oc t Project 627 ��5�'�� `a"• azo:• JAMES G. PIERSON. INC CONSULTING ENGINERS Date PORTLAND OREGON _ mqmpgajq LA-VER-AL t-CIAD ANA�.Y515 ` 1 oo 3 V v - -- - 2ND - - -- - - elP_6OND V E 4 I C-I N v31ryD. _ I5 ��F Foie In - :r4 GI:tSMIC. zortE 2 v.j c .� 7--t7r _ 2 O � + 'of/2 I Q7- zgo = I }z a r •.^ Kms'^r n N M p [tA r'H• l 9zal� I - Y = 07 vJ - _ tom: roIG -ca r—odf- Noe, X15 ) + to t1110)C1-) 3 0 •0"7 - rr 72 X15 ) + (le+11 .��/Z� :10;�2�� +t -o"7 2 Jx ' -Tp FL-60t5- _ [[48 x�lCy+Zo)) + (1.33 x\0) - , 9t - 0? >: .F O s C(77- 33, 1 W(1-13 *'" 1 "�2 -# Ir ,,,,,� ►rebel 46s, . 6272�1 _ 651 /,!'•l��T� � JAMES 0. PTERION, INC. e•n.r� tNtoa. fi s6j, orf. F�it�� CONSULTING ENGINEERS INN 27 Pk _ R.to PORTI.ANO OREGON OAIe --- r `U'�p 51:IS 'C1G6• W«�V SF.ISMI C� LEVIFF l,. W AV1. UTA'P'H- DI Af''N. m �.iEr>� SNEAK 'i>�AP41 LAT. FOK AGC�M• t..At.1=0R AC,GV r ,zo�F t Co 1 '•S O ttI �G��o oc'i0 1923 19 Z3 3 ss ! 32 7 3 i�'J 73Cca 4152 4 1 y? 6.C) 5 24 55zo V)y20 1 -742 1747- 10 S;77- 1 27 o (aq 00 q 181 (rI is 3 107 ftlr 13.0isb 32 x,440 1213ot -1 (e`5 1154, 4 3n 5t 00 �z ooc -t 157- 1105 5 �4 408 '? rroo 5928 7670 2N1) t co lozo 3A-2o 1209 3141 Itv 'L7 C 1 41,57 10L9-7 4 for � 130 37-- 9440 1�z40 1 '14 9y 15CC42 3a 5100 1 -71c0 -ii,-z 197o4 40 &0 t 31o8,-,0 5928 13;98 6277 � Project n+raor. JAMES 0. PIERSON. INC. LLYF _ EV _1�`I✓E�����.+11J- ____ �ft`� CONSULTING ENGINEERS PORTLAND OREGON Dole _.%INN 'L.—i �/q aplt-p L N WIIvp aEla• "'�fZlC3 W�t1t7ljFiISMIG. sF SH�A� SNEAIZ AYN, LAT LA AV F,?4f--� e746 4595 4r29•°� c Geo ss ( j �O 3�t3o 3160 20�,o z.o � Ig.�J 415Gj G 35.y 81 (05 g1�,t� 12 3 g I z 3 3 D g & rr 4 6m C) 1G2'a4 c� -73 c �, -pall 1 2720 !0400 3399 p (00 IP�.Cj 31 45 14V) 3g.g too35 14zoo p0 "a 1l 1413$ 2ND — — r 1 ' ,4 GD �Ico�4 9731 LA -,30 75 14, 2720 q I 2C� 334,9 &77,3 n Ig., 3145 Ip�I45 4a►� toZ-�5 35.5 60 35 zoz3�1 OCor; z 3z-5 3 S r`ovF �8 S740 5740 4 9?- W& C'L � • 5o r 1g,�j 4 2.55 42,5y �..4og z Qos I 41X093 5053 '•x=P b 38 l 4-1�00 1 t j200 9 7 31 4 3Tf1 cl 1. 10 1 -700 4-000 4 37 C-1- 6y nti, y 4s 5 -� 14 .�00 3900 X309 41.9 70 y5 0392. 2[yD B 38 Crd 9"731 -?-4 0(1 tb c_i �y �, �� �1• 10 1700 1j?oo 7-131 rg-74 CL 18.5 31415 lc) 49 3160 Io z oy 41.5 -70 5 23�C5y �� ♦6 5� ♦ t1)t♦ �V� —T,G— JAMES O. PIERSON. INC. - —���•�T`�JN _ CONSULTING ENOINEERS {� PORTLAND OREGON Dote ltft -- 'Z /020 >a ./�-. � . 5 --- -- -- - io z o 4 12- 5 10. 3 =�• �� � 1�IOf • �✓ E' LOWEE 4=t-00E— — �710�2 x ;•X 4•6 :l GH-15 GK Overt-rUr- h I N C-1 V•- (vP l)YPEl' {j.4'1r- 4 ."4 � . ieM = 49. I �T. �Li�7� • \ �'�'1� z 10(2-4) t X10 4p 4 9rio 3-7 112-r2 UFL,If•-T = (42510XI r - 37 FJ = G232� � +100: CIO�ti1 N 4o' F TU N (Gc►iZ>e rG�t` ) �✓ltL4 = 4C=Ico)c-7pr oTN 4 PovJsLs _ INTO T--00-1:-1 r4 C,I � �OJ��n L-1 —fiV Lvz «fC PropelGIN ' + 6212'* 65T o.i ur. e,r. JAMES O PIERSON. INC A� or %� a CONSULTING EN GINFERS PORTLANDOREGON onto �s L3 51 rJ G, 0 A.t L.,j -o. w n ..N f S-C�a _L. 1(fo y &c) /29 s /'4 7 mor= - 27 2 0 / 2 9 = 94 -w I. -- 27 2.0 / 2 - = 94 .01.—_ - 2 n p, f 1,off- -- -- 3!g st 1• -- - - -- -=---- - - --___ GHECFf o✓EE'-rUr<N��Y�7. � STAti�.S �go� '��' 0Tn�. 1587 X r 1 17457 sr 9Z81�a C IN. g'Z 64x rZ = 8 b o 0 sr Iof M x t ( �z) = 5 W >✓M �9�8ot lomc�) c�Z•yiz) � , ziZao¢,� sZ� �,�,.y oK �o Izy+► �Lo3-r- 0-c V, .35)+ + 11-71j(1 X91 -5A u h: 45(o� oK N 0 v? OK - ti0 cMU 43 7 a / 4 4 +1 o v'iz- Project 0.00" 1 „ JAMES 0. PIERSON, INC. '1 - -- CONSULTING ENGINEERS ��''4/N,�� �Ir".[°+�/ PORTLAND OREGON Do1• �-" � _ MEMMEM L� !-otalp NA�y t>>rSil�N WAI.u ���,, V 5►N GI vJ A 1,1.5 az rv►�N �. -7.3 Coo �29 s '2- V4- pwor- C,4 #0 29 2 Np_ Fvialr. - 187 � - X440- 29 _ - ---- ti GNEc�K twa1z gLr�� I = UPp> ,� 1,mfL I - pTM 317rJ X 11 = �Q9Z5 �' 27A0 QM = Pz-c/0`12 , �/z) ��jly �C� � ' � �Z'"' x'•rj oK ZN'DV�O�' OGJ � fin: = �P�Zhp g000)l12 ' S /z) 10-7 glo c• = 3 5 l O � •' 34-=--- U01/0 CJor 10�810� �� i +rd`roW N coo X�3 X 4 = 5y20 > 3510 13K g opt+a o M a 311G! �35�+ Z3 40 tizN1 � � gZ�jp+2 (9coo) )(IZ .G��t) _ ��oddlo2 a I _ uQL.IVT = (11y3G 9x Io4= - 64 016=1 ++oL_ram)N ,o X ..5 l 92. 0 � �„ Grnv vJl 4 48" % v��-t• 4' '+Oz� — �.� /roloet 6212 Vp esu E��/�^ JMS•0. /IEwEON, INC. r.cr� CNSULNG ENGINEERS Dote ' � t t?---- t O0"110014POITLAN -- "jI�j Y Ll LA"MEP qt, 1 C�0 AR LyIj I�j GTT. 431 ZW F 100 3 19 amp. PLOM, riIo0 / ►co NP- -�V�- -- - _:n T. 0r 6 X 12 X 4 • 4' f$r �Z ,{1,•�,3 0 r! STM = x.900 C 1 1 •) a �, 900 '�M� '150(1o)1�i-'I'4X�1�X �=174000 ,�1 ��•gxotcdl oK f � 2 1 <73� sc. = �09O0123)t 510 ��2) 21 oo rt �rn = -7XOY' 67=348061, 5100 I 3- ,At55 0 -,ateV MT-_ HOZ A\. GH-15 C4< o v f ­rOTZN 1NCj 0T ((,90O + 5100 ���10O) � 12.) �Z, s.�O'LCo0Cxt1 I UP��t✓� _ ��ozc000 11.02 - -75840)46 = 971x0 >� P•5 � ''7<00 A2.00Gtij�C � •33 = • 3 to a •� ____. G,r-6U x � �� 9��•�IY @ CGi?� �po� o�',�N t IV I� , _ <9GG o - 3720 X9 4 0 �5 4033r • 2-7- 4 Z4 N 1ff r""9coo Aza,�7 - 20 A •""1{'�.!�` X10.��f ,y t} r` ;r- JAMES //� 1 /- � /4��1��\ ��EIM•. {�IOI�CI `,111 .5-r 1..�!-�. JAMES 0. PIERSON, INC. �-E 1"4 a Le A ILr� �� .►* CONBULTINO ENOINEER{ c Q 4% R.[5� PORTLAND ORE00N � g V = - ALL- /31,8 2 X I . 33 ok( . E 22 r2X ��TM = CjGj20 XII = C� o7ZU # 21Y� = 5'12 o 8/Z = 22 -$C1 sf =. r I ,0-720 515`22'1� -;<T f o F vJALv�, It 4 x Ip ) -4440 DL. of FlpF' }M 1 4 4 0 HeG t�ovJ/1/ P.D• = i25 -3�Sm s ¢Cv4�' » �z' 4 2 _ 2 r1 D tel,�7� - - - , 4c)&0 l`Z) = I'1 5920 41 ern = X57-Lb -+ &Wj) (8l,-Z,) = 496,6d .A- J L,I '7 _ 17C:�y2o 'X I.C:� - 49lcao)/g _ 2Co17Gj ss 9 72 iz'- or riP-nc-,r2 u.IA�V ?Z 80 52 - R7( Or ¢5157A M _ 1440 A Z a Z&•Ib0 s .Nei�e��N Co(Vr AIN pfolect �6 s? 8272 ♦ / MT_--- aK:,oN J11NE5 G RIE RSON, INC. ✓iA��,��'% �yR�lt� � CONSULTING fNCINCER! n,l• �4 Q ! •�1 G►N,fB' �►�' PORTLAND OREGON - L-A- �o ,p LY5 r5 coni- M = 'P52Q X 3-1�7#--408 O 'z4-07,) — 34 00&-D - �•M1 = ( 720 f ro700+ 9(o-7 2,)(612.) 8 8 3(08Or uP- Lr FT =j(�4o0e7 X 1. y) - '4 A LLS, = Q> (G I X3 4 1 Co Z�4 2 t# 1440 x 3 . 4320 -Log ►-L IrDO�UN 20 Zd917- •A�= 31 Ov �2po00 X (. X33 : 1. 19 t' v:, 4 - * c7 @, ,-A . 614 E C.N( r=00T i N-(' . G7-C Ivy = 55ZOA -3 8 + 4 Ogp (Z."7+ 3Z 0 .sx 1 x 3 19 9104- 5� WJAV 1490 ( 3) ( 10) -r 57(oNS11 (i0 rEA-CTipNS 3�(i50X 11.2/Z + lQ7X 8X Co - 3 l Zoo sr FTG7 FWA S 44<0(s I(o sr 9M10-rM - 446,(a0p134o3z0 = /. 31 < lj oar- oZA�-:�T=TS 2 -@ 3� w Joao /Zgy r2 = �•5 ' P ; Ioft- �)(Zbq = -149� b S 7 fi272 v�i✓l C^El. 1!I �T"Ir1�=SVT r»tua� � oaco, JAMES G. ►1l RSON, INC. V� r�y►��.Na'� �y�� CONSULTING ENGINEERS ,���t�� w•C+�/ PORTLAND OREGON DANA Nl, F J ri L OA•D �NPti 1.y5r 5 Nt. V = 8-744 - ( !90 mr'. - w N 'LI st -C b r �L V = 4,°g r� 9731 3» .� 5E1�Mtc L�7.� I 2-ry 4=L-)F— '14000 =L)F-24000 itt 55U CSE G,-111) CE-.p C�Vv �i (�• 241r o�C• 3F L,00 7,tv b :�. � � _ -�4o�or+•� �►ay. 2x12 = 32 OK �H��_.►•t �/F�-r��r1�N�� C �'-o' SGT f 0 N 6140 9 5 / 200--n x 1.33 = •2 Co n" _ 6pExqiryZ,.l . e5 (eq 444 - 4 540 fl,- 4W/Ze>o0XIJ3- •I7 stir 4 GA Kf-4 E1r; 2rJD !dnY_ rn4c.o 'F— Ct^\ = 3(j4 1 -7 0Gj0 _ (-7?.:572. 1-y i,5 — I'70cjO)AIeWL5 )e5 - 237L94�1 E , 2_ r o>° l fJ, j - r -L j"Z 9 G — �O 27— i- 1 15Z44 sr �.�oNT• L _ Project I1 �,lT MI LIM JAMES 0 PIERSON, INC. •lam �r +N 'Ji✓ i T!IN L CONSULTING ENGINEER• L PORTLAND OREGON Date r�, -�C _1- _ 57� X �• � ZrJ'� �1) �. >�7 F - 4!P,'o�r © t1 0 — 1 -7 24 190 _919(0 /2 33 = I . I d" ¢ _ c.o,E/Y r� GHGK oc�, L� o,-M • _ (8� ¢0 y i i1 '3/�= coy 43 4 4,326 t 4x0x�3 4'71,4 x ri - g��;c�j•�/I ,x 'n c o'p JE< jd rn _ r4° 4 Zo X9 j + (I4 a3)c 13) _ 49 S7 13 (0p ��F=t P oP�rJirJ! (Zo_�% co�?cr.r, _ I S 7;� Ai = SO?Cj��83Xti = /M orT 1 - — (w:tir �. Project Y�7 i� ��L-- JAMES O. PIERSON, INC. i �� , `� � ••y���rl'J CONSULTING ENGINEERS pi1. PORTLAND OREGON I I i o -T r.n 7 4 0 X 4-G.Q --A?, /u}-- © 4 - �PCr.rj?e ;:��,��� + 2P��i�ScJY1; >'• � =� . %C� 1r - AS _ 47'-7' 70 /! ?.7, �^,_»:-�-� = 1.-7 7 t' 40 c am) + (4600 t4-(o0 6p0 ¢4-0 , r-.M . 2 � �;o x'z1x 11 . r2 46. 155.5 �a-t- 4320 X 3 x 9 - ro(21 -7 00 I 1�50 o sx' f'7'Gi 4' ':TT"' vj^!.v �TMI/cM a 9? 7�.1, <va344o = ► • �z �_,_5 o �'( 'Z3r-o" �orJ� 91 - @ OF 21 - I U� 0-74o- 2InZ$3) rl �•7:„ale-"7"' �,rrq„ JAMES O. PIERSON, INC r /// 'Q•�► ♦� CONSULTING ENGINEERS �/' LJ 2 /►j •'f��rA��.-�/ 9'�I R,V�� ►0RT LAND OREGON -- v = 360ao @ Xxr- e -3x ,p' . .. - 2'124 0---- -- ZO -✓!.✓ �7 = g120� 1• G � IZ)c4.Ci = I¢ Psi �2� >C (• 33 e! N' ��aFcK ©vim Torc.vlNll 4--t401z- 1�_ S�r �0 � 3y) t 2720(-4 +iz)m 2ZCo7Z0 T r wIND �M _ 2 i 5o ( �8)Z/2 = 34 83'00 a > z z6p-7Zox o 1i�5• ALV � � = i 6' - V = 4Z5* 31 4� xt 3 �5i4y 4 zN 1010 -r 0T- c' . -��c� 8�5� _ ��S��JrI. S/�Z��a� 4• �= ��o 'P5� 'C �xI.33 oK c,N�K T�*-- ©?'M = ¢Z151 ) t 3145 24+►Z) - -z. 145 2M t �cz.igo)Clz) �o31ao 4V If •zGz,s,41ixl off( tJo �n JC Project n+nrn. /7 JAMES 0. PIERSON, INC. q~Li CONSUIJINO ENGINEERS ,� r PORTLAND OREGON OH• J<j-I 2 �44_'�•2� t...�'r��.:.A-l. 1.D4� t�et'�IRI.Y�►y CoNT� L a 5;s 61 r VVI* to �@ 3'•�'S = z3C�-;J�XC.���ZoX12 X 5 .ti s �• 4�;I� zr�Y OH SC.K ovop Tvx N I rye CAI = 2 1 5570 + Co ( ''..-I�O�X 20 + 7l0 /2 ,7))D� , _ _ - • O-rrvt r)45 56647© 1 4 11 00 w f wAU� v.1T a) ( 1 o. � ) = 5 z r-)O 6 IT / r-•re-1-t fziv btt1. tA)4 Lv 30�o C3) C 7- C, %7 deo # AMRGTIOrvS -7— o 00 p o= Gz!"95�; was 8�95i00 M2IM a = 8 4 Boa /�8J g-�o = �, 4& pCAI7 STCVT 45 20 x 2tF7 3$45 sF P 7095 — L0 /r, .�r o+ JAMES 0. PIERSON. INC. u��j CONSULTING ENGINEERS r J Al? , , t bye" I vI/1 4tT PO OREGON ON• S • rte,' � , ' X51 N v,l LA, o„ - a -7 00 3 r l 70 Q Z NP. ;i700 ss TaT X706 y1 `J I`z'X 451 C CK �vc4'-rJT: rVrrv�� a-rh1 . - 2300 X3 -1- 1'700 ( 7- t !Z) = 141?00 # �M ZIoo ( I(o)`/z = 2-7�zn4 > 4-1700 X I. 5 �tT .P;C-:r,5 it N VJ t4 L�L r'.2 ✓� ,� zC�5 # )Cmr- 1 4 5 # 2NP �o SOY• �{JE lO54-�J X! •��)Zx1Z � ¢, Z = Z(�. Z � 2�j X I. 33 1'SI G-` O�r/1 x 43Cj) -* 314--v 24 + IZ)c 2(,o2iaC2 -#i �A'I a 'Z'IC� + 2'AG1dX(0CIZ) = 309iF-Vo Imo" 0FL'IV'T = 2(02 14r-1 XI ,9- r30 (_17). 8198 3r.s� 4 OK Ix Project JAMES 0. PIERSON• INC. 1yA1�' l _ LT TSIAT „+ ✓i�:�lr,� if�u� .{ CONSULTING ENGINEERS PORTLAND OREGON DAN 1•!J�-� 2_ E3,r F-:;t U C;-7-U FC A L- I C3 N Eg C FR C3 E3 c-3 FR C)0:4 n I-B F=>L-Pi Z A S3 _ E3 A 1%10 Ut U FR(3 S3-r F-C IF F-= I- T C;Af=;ZV CJ FZ 1E U-p C)M C ; . � � C)RE'G � #!A r-1 E:0 C--4 EF t 0 13 rNI I N C- AVC>O F3W OlEon"o n- N 13 Cl FZ E:C-3 0 INI C? C:)At 1 o � A �1 o 1-43 yl _ Ir ! I _ c 41 E \ 1Q W m to \ rH c1 B I(o Rao op hIr pDR f ` - C2a 2pqIDs� ►Project }A $ A- y� . 5272 ' o•r"<> -)`� � JAMES 0. PIERSON, INC. CONSULTING ENGINEERS ' PORTLAND OREGON bill* q C,rr, 2. PA ri = 1&P'-6" w s 4OF t514 /Gg0 K r2 / (25o x;. 24" SPAN s -7' IJ3 = 4o tI s.4�-+'u- (p 4o Irn = (*40 Qz^) /'F, 9$3 ZO x S/3-70 YE Arra 1= &40 V40 �� 'cam''/�. tsy zd 57 8EA m 4 ,rJ= 420 + 3!00 4 3 64 LL 1 T�y lox 49 4 zL _ 22. ! X X10 Y. ?�2♦ �29 �d� X -L-7 _ Z . 4Z _ G/1CJ8 1'/,80 1JA. cL 1 . 9'3it = 1.- /21130 OFt J:,!� lox V- 5 14 X 3 L o tu,,, JAMES O PIE RSON, INC. K^a�49� � CONSULTING ENGINFER6 (.D. JAN 14- _� - PORTLAND OREGON es' 0410E F1 /'i: '�✓h �'ontr .mac r..M 5 4 MA(A 4 VJ = X10 x ! ti -�rcy V3 x 3 � r, �, z �i2•r� � I: O 244 �'Lr. �rJ� X 1 ']� � . 2 � -/2 3L✓ Oh -if 1'rl I o (f z,)2-/e,, 14 T P_y ',G x I'Z �G2. S ,✓ , y ,►Z/-z,9 o� X Sc. � _ , 24" o� _�1 yiZ,pat 57-/2.) = 12-00 LL. jef .,2 Coy L I A[.ttor45 PL 3960 B00 Q L VE o ry c-A nlT — I re 0 3 ss 1 1 5 4 3 sr U✓E o rl :1'ti�l p� 13 11 III Jo 32 .4 Jr _ m = (512-0 +7z0o)(G) t (4 ;� }. �-��1 . .1,� /2 = g -778o n , C��+:1�� 44•�j .F�� _ ( 39 P 0 �8� 3 i 4 2 ✓� - C45 v +3'2--o)C i4.Z$)/z - ��� �� ! ►�•�4, x•4471 u , --7V!"j VJ ` O y 4� d -T _ 'Z2.a5rCor0X ;�2 2`,' to x2-4 $ _ 2. ! '-A-17 tLy uJ 12 7' 3 i w :7 x4 ' use w 1(G �3 /`:j��A1� ,'� +e"e♦•� Proleet 1,r,-r 651 ,S/ ex/t • P.60. ow oa. JAMI S G PIERSON, INC. L1��L% r li Ir'.�f G-✓ �� _______.— $•'tiiis Ve I I., I` , 11# CONSULTING ENGINEERS PORTLAND OREGON Oai• Atm—fig ,•:y,____ - .__- _ 4 . -7(o o si I , 7(4 �J '�c90�' a 4 0 2 xt d-3•(p z 22.E C CP-7 S) (, 32)4 2� ,O� x 4y, = 2 •2.I _ /1"1 3 f SPAN �v'Z-� W = 4 70 r y „3 o >: �Y L x 4 �� Y 24,''L9 X ►O� y ��O - 2 , Z 4 z r l c,. 1 r vJ 9400 ro LL �N Cla,rjt, - 59Ga .. = 25041 a + M : (4384 + 114 .S) — (4;0 -X320; : '4 ��Z/2 - jsc0 . a7) e> 45 rn4400) C �) t (3'�� -� 2� �) ! ���/2 � X5440 C4 N; - r.i..: 7 'Aw JAMES PIERSON, INC. I I'�---.�-�►r. �N �r si�`ou P �f9R 14 CONSULTING ENGINEERS 1 ' N,Es" PORTLAND OREGON D.1• �'.r-._Si_ 10`'�f __—� X W 10 X 4 L"J" .-- SEAM oVrt a�tit�M VJ = G o M = 7(o0 C "72PirJ -c r-Y v 1 X 4 0 ".7,Z ;4 2. 27 U5E v� \ D xr-;4- oR W 12 X 40 esAM /2 , �o /rte 793,E-� fL= Il�4ol ep 4c, I 27,t"v '�" x 2 C��',' _ I UW I O �c 3? x !�)AZAA 17,0 10 o C'j�K(�•., J /� Project _ -7 JAIIESR PIERSON, INC. —'—' I�C� �fJL/ �. —�•. ! CONSULTING ENGINEERS PORTLAND OREGON Dole - _ ----' _ -"-- �o ��#►M ► 4 cw 100 $140 — o o x — 10 XZ4 A r✓� 3�4a� 1�,� — Ioo�l3;1��— 34'� �13,4�Z = 31440� '� SA�Io' IS•� I) 14X22 -At1. s 10 0) 24 14)x+ ,013 Vmoo Yt4 AA 1'12 � f X53 3�4 2 �0000�o f`1 qr"4� fJ = 5 X 40 n' _ ,/Qw 2 1.7- / 1Z 5O �c 1. I _ ga 2 .:7 z A 2 moo'_-T- J ✓ F�rulm� IL i -4o(it 1)- 44 0 1$ !E rA0 Sa d �) w 14-X-L L" R= VS-0 b ►�'�- 1 , -rL= 440 7,0� spaa3fc - it , ( W ( x2y R= 4400 JAPES O VIE R60N, INC. i �l �� CONSULTING ENGINEERS ,i.++�V, `2^�►, 'a �. OAI• Jt,N !4 �9F2 �+q'SIrAY b.L""" PORTLAND OREGON N D A'✓Z E�t�,rC£ 7. --7 r_► 440 t I -- i 4 4 O X 12. Z4 bD X 1 . I = 2 60-7 ;% X 'Z5 . C.:� PAN 4TH- z t 92 x *s 25..5 /c;;,12`; / �Z= 1.3 . i �5xz40Js Z1-2- F b ZFb 24 04 t - 1— -:!, • 4-/ZI.2-)4 - 2"Z 4 y 22-1 4x (• ! ; X 5 '7 )C�2/z5•`�) -L t Nk c,vV -14 r �•i�x �3.-1� �, r��/� ��Z�.S)�� D 4008f'� ► 4d.� iZ OK l G��GK ''✓ _ -l�oP�C� x ►.�j� �. `��-L.1 .5 = lo� • C� Psr � ��5 ,>< 1. ic, �K QTL = 22 . >7 lto-40) ( �?--)`���•� �o�� x 5(o�C3= I •� = t�/2�q o , - I/� n U 1 , X �i- r7 (9 M/IDS P'` Y TPS - rt� N -� -�? = 10Z40/4-yok I • Ir/ . 20 u- ;27 _ ;27 MgE.2 314�� Project 5-r5r, T,L-rOq. 657 `, r JAMES O. PIERSON, INC. t,'►yrr�•rf/d 'Q' /' ���� CONSULTING ENGINEERS ��'(N�;�•, ��� Dots PORTLAND OREGON ��,�yt,lt>✓ •�-��r,;N�� . Ly�o rtzo �Iz.o Zlz,o z5�o ff �IP�ST AVT�S-cf �+r;CE �OAI� MV (�ozao --Z.Sroo)(t (o ) ' -T f \-Z- y 4 o L G = �' 4 7 P�-d o � C.404) (324Ag10, x310 = 1 . (08�' : L -L .8> oK L, bXZ- •X44 - 1 •oc,-' " = L. / 3Co5 OK vsc. W c2X40 � � ► ;J ;p,e.i.) fig. vJs f X40 3�-O r✓�, = 320X t $Z��= ► Zg(✓O �'�-�x9 = �� !:5, . = t29&0 )C XI-l5 i 0 4 l n3 -t �y 0x12 Z �2 1.9Z x g ,oz i ) 5 ��•5 �• ; x•3"1 ��a • • br 13oc� XI Irl OK �SE CoX12 E� G.12 Project N 5-c F—._�!'�•--- JA AEE O. PIERSON, INC. ,•.,r r�>".%,' 't'�y,��f CONSULTING ENGINEERS 0.01 PORTLAND OREGON ON• 1 9• '2,-7 4�2y 10 X.07 j = I . o6 -I:R- - y z4 �•� z �o� l-A3% po��s W 18 X 3�j L1T� m 1 . 1'S x 37rJ�✓i'7 a -79„ v2 ,c ti r✓l 2 SPAN ;g' X rF2/yam = �9� to TZ= 3,$ lv L VV 1 2 y 1155 rr 1 M : 1-7Cjdj 3'Z`/tea _ 2"L 4,Q,40 s r = ZS, I K' {�Y vJ 2 X c = -74-0 n 4 �ZL • 2'Z"C-�-7X 1-755 Y -74o = I. �j�L „ _ xAgc9 \ L/z40 0A. -7 T;,- y v I Co Y r.-7 Z s 9 4 / -- A 1 _ L/ 1,II'l f7 1 til Z 4 ' 7 57 x 42' = 12 3 c,., o IG/ x4L G IC--->x 4o v.e Etovay� �4Ih1� ��Ih 27 o"rwvh JAMEt G. •IE980N, INC. _ )�--�4/-+_.C%�i \I �r, �•"" r"N CONS'JLTIFIO ENOrNEERE 1C �_f a K•L PORTLAND OREGON Onto . .......... .......... io M = ►��c> �i2 ice1 4 �y vJ 2 x 1 Ge z = - I Irl 4- I?C.1 17C.1 0,7 X t2 � --Ly 10rg' X 102, . 2-7" ' 8 v%- aaj�Ll. vJ= 14'�� t I_%•5 r'o r 1, / ao _ Pa I Z4 v� [�z ter. �+- e �-►a. a�, 431` PTN 14 "71 . 7 ar 119 _ 1 2.74 LL 12 42, q --i P r -T 3.5 _ L�•5 x �o �o 3z.'�'/Zy ����x ��1 = t . 3�,, L%24a r-;,o x 44 1 3910 v �.. 49 6 4.NT r, 1T tiv it9�o� ttt� � L • iZ EA C-C ION L L o N :�,PAry :, 1 %o z 4--7 6 �v�; �'�'C, •Grp •1� - ,�y`3!�}�5 S 7 q 6272 E 5 , JAMES G. PIERSON. INC ^ Ef_ CNV'- �'Tfri=�f� CONSULTING ENGINEERS 2 10 1 G [ PORTLAND OREGON Dot* 'W l� M -1 Cor ! `74epb -t 'ZOI/c0)-A x I f"o '> Y► - /b0� YGL/z. 4 C 13910 +49b 1)[U•) ' 14 ���3�• -K %AJICOYCI- --Lr. X 5 4 Ir.� dt� = n,- .SX IGSI X 3Z4�� y to x 9:;,4 1 • 41 ,, VSE W Ifox G7 W24x 55 91 — S F-/1 N 32' --I- c AN-C. 9 o0 3fco s!- Frfl Voc; to DV• nr � � g40 sF I23oo si 201 2-0 �D1(oJ n 0/1 — -1 1 0 �- ZOO Z� 3q0 4730 ch 4 J In �T = 22.E r t7 a9 ?"L �29 106 L, PA rJ �32-' M = GJ7Ci �3z�ZIs r -1 3X00 1S-cls : ?� X ^2. � X '324�'L�3 10.0 X 301 47 657 627 - JAMES PIERSON, INC. iry✓ .%I� -�r� !. �S'�6�I,• It% CONSULTING ENGINEERS PORTLAND OREGON Dale r� 4 a A M 1 O tA C15 O0 545 a v eAG-[r6ri LL 6 f SPA r; y 201Gl< LL o rr G�,(YT. _ t � � ,a _ 15 -7 .5:: 2 (p 4-90715 1100 — �� - t �4t IZI!o) ( G.; >; 8t�?42btl'O)Z (l/2 `I Ir'��) _ '"LZ2. 4✓4 �-y V3 1 Co X '17 Z- 11 t p t r14 x 22 . �X 1 40 ( �.�4�29 io`� � 11toa I . 3rr VJ I Cc X-7 -7 W f r l = �� E5,��7' i i anti✓ _ 22 . 5 '�GJ�J� �28p)41=G' 10 Cc, C75�,) _ �. i �� ✓� o,Y e k A M r? -1770(°) --9vaL)Zr, 40466"'I _ 97,r z F 5) two =9ao ♦1001 4140 2101)0 770 ole Project 651 6177 o•runl. • JAMES PIERSON, INC 'r¢�Sr6��.`.• �y�LL��� CONSULTING ENGINEERS LS_� POAEIAND OREGON DAN JLC N. 1-7 13, PP+;l 1 2rj• G' w = �� � ✓FtoJJ �J � 1O � it SIR 2aj .cj - --- - 1 �� - 47 4 71 — too 'X -- C6'�)A9 •, 4 ' 3 I M = 47143X fd • 4. 7)Z37J' -7 6,z, # r -rte f w 14 X2 L Z = X99 R-CLm '42.r1 ,y 1 22 25 •�)4/'L9 10 ° �Y. �J�E vJ Id. X22 rC L oo 'SAV Vi ' = �7. 57. �)y�f/= 3"132 v 1 �4�0 = 373 xrz. i 4-`-0= 30. eel �1►1 �� Tl.� 1�7,��3'�� 3`1 U 11� 1�'l l`���` �� �= 3.8 6Project S7 6174 o•r xw � M{�", JANE! 6. PIE RSON, INC. — ry7r. it. CONSULTING ENGINEERS � (n'��N,YAC ""►R�`'i POR1LANb OREGON b@t• JZ - ' G '� ►- l I VA" f?tr.' '' 599, 1 FOIE. w�.� t.oc�ori'►ofJs) wl RAF ?I. 40(1o') s 40010/ T 31gD 4 ZND'TL. 97.5(2 YI 011150 127,') (2?)+97,5(z) + to WALL Vt, _ 34'XSsf"T 1 $70 4(0 7 o ��fT wZ TL 4-o(19) 4.00 3$-D i WJP ,S z I S 00 1 S'T TL. q�.s(z-5} Us(4.s S4-0 Wdu, 4- 37 0 s�-0 1'Tk 03 Roc TL. 40(7. �2Sd ' 7Z C� 0 )T 1, (05 , "' T yi.s(z s)+ ��s� 540 WALL., V I s j o WQ- Qocf Ti. 40� t1 37$ 0 40 31Zr0K f t-jL 67,S4-&S) -j, 5-45 L, - v=715-T -f 1,S, + , t to o W 4U. v;, 15]0 ills 3 Z-0 Lk �'o f -� 401 440 3 k �nl� �tl. it '5 ' o 93 S7 TL. 97,5�Z.s�{-iis(zas) 5k IVAL-- _ I Slo W 10 Roc)F ^Ti- 40 1) 340o Z' $ '� � TLr T� -914 ~ � i o 0 IVA u- PL. -(SIO 2 to 1'-�" W 7 Rack , T�- Il'� 280 490 2 s IVALIL- v L, f Sj_Q_ 12,1`5 2 -0 Project 0."M A JME66 PIEPSON, .INC 7 J %✓`o,l,�•'�d' 'g ,t N✓JC CONSULTING ENGINEERS PORTLAND OREGON Di1• —A 717A to Ro�F Tt. 4p��o� 4a TL 9-7 4.40 Iti�ALL �L ate_ ti-I 41J ASL 4J 10 ��GrTy` TL IL �>�� T�IJy. I✓ ���TJ l\. I l���zJ 4 rs� 440 ho u 44Im prolsell 5 -o /'ar.� m ��e R2)7•� —_T_ JAWS G PIERSON. INC. - t� ,r Olt, {1y � CONSULTING ENGINEERS A,LO PO OREGON Delo ' DESIGN OF RETAINING WALL G '•erall 'eight of Mall = 4.5 Ft. Height of retained soil = 9 Ft. �c. fl id Sall pressure = 40 Psi/Ft Feralssable soil pressure under toe =10:^ Fsf, Sliding friction coeff. cont, on soil = .4 and tail on sol1= .5 Allow, lateral soil bearing pressure = 400 Psi/Ft Ht. of soil against toe = 12 ins. Surcharge =100 Psi. Soil density = 110 Psf. F r-; Vsi. 6 Grade 40 steel Toe length =20 Ins. Heel lengtt, 46 Ins. Will thickness =8 Ins. Footing thieknESS 1: ins. LAT. LOAD ARM MOMENT Froe ret a: __... 1620 1 3 z 4860 F•:,a 5urchrge 321.172727 1 4.5 = 147..7171.7 J TOT. LAT. LOAD = 1947.3 t OVERTURNING MOMENT = 6332.1 1' 00 LOAD ARM MOMENT wt. of stea wall 950 1 2 1900 Mt. of toe 2SO 1 .833333333 = 208.333333 ree: 450 1 1.83333333 r 1725 Nt. of soil 1640 Y 3,83333333 = 10110 0 VEPTI.AL REACTION = 4240 # RESISTINS MOMENT = 119`:.' F SAFETY :aC'OF AGAINST OVEFTUFNIN: 3 -�.' ----, --. ---�--- - Fat+,etin foie 4rom soil or sell friction =4190 1 .5 =114 1 fro. ,assi'e Soil pressure against toe � key =800 TOT. RESISTING FORCE =1945 t SAFETY FACTOR AGAINST SLIDING = 1945'1941.' =1.51 CHECK' SOIL PRESSURE UNDER TOE 1 Pesultart reaction act$ E e= '1'9"_,� - 6331,71 N190=1.18 Ft. (4tg. width) / 3 = 1.78 Ft, Soil pressure under toe : 1 Y 41901(1 Y. 5.33 -3 Y 1.78 1 r r 5,3; )2 =1606.'4 Ps;, L'�000 0� STEM MALL DESIGN PUiA - 12.4 SR = .9 Y 11.a 1.10 1 3000) = .891 Max, mosent = 128 x 1.67 + 290.91 Y 4 = 4576.97 1' g - _ P'�"93 t' d = 5.6' = 5,1 As 1 1:"4000 Y `_.1' _ .5l e,:Ft. M; : 4576.97 1 1.7:.89. - V I batt. =1570.91 1 1.71.85 : 3141.81 v = 3141.81 X12 1 `..b3) = 4b.5 Psi. USEa#6o!' 10 ins. O/C A' Ins, clr. of backfill fate HEEL DESIGN Max. factored soment = 6545.51 d = 9.5 t = 8.61 As 6545.51 x 111(40000 1 8.61) _ .23 SJIFt. Factored V E heel = '86..11 : 396:,2 i 111 1 9.5) = 33.88 Psi. , Allow. v 2l 100.5 PUSE 44 si. ins. 0'L , 2 Ins. clr. iroa toe Max. fa:tc•ed Potent = 3'83.16 Act. Ft.= 3383.16 1 .9 1 12 / 241 = 150.96 Psi. < Allow. Ft.= .b`- x 54.8 = 118 si. REINFORCINGIc 40, REC'ARE4 C G►?,ss[20ArS PLa-A 17ES I bN OF RF-T A I N I NG W01-1- Overall height of will = 8 Ft. Height of retained soil s 1,5 Ft. Eq, fluid soil pressure = 40 Psf/Ft Persissable soil pressure under tot =2000 Psf, Sliding friction coeff. cont. on soil = .4 and soil on soils .5 Allow. lateral soil bearing pressure = 400 Psf!Ft Ht. of soil against toe = 12 Ins, Surcharge =100 Psf. Soil density s 110 Psf. Fcs3 Ksi. 6 Grade 40 steel J Toe length =20 Ins. Heel length =22 Ins. Will thickness r8 1-s. Footing thickness = 12 Ins. LAT. LOA[ ARr Kl EN' From retained soil 1125 1 2.5 - 2812.5 O From surchrge 272,127273 1 3.15 'QT. LAT. LOAD = 1397.7 0 OVERTURNING MOMENT = 3835.2 t' LOA[ ARM MOMENT Mt, of stem will 800 X 2 - 1600 Wt. of tot 250 X .833333333 = 208.333333 Mt. of heel 275 1 3.25 = 893.75 _o Mt. of sc:1 1".•1(.8'33' X '.25 = 4260.20834 VERTICAL PEA:TION = 26:5.8 t RESISTING MOMENT = 6962.3 t' 1 to a 1•� f HFETY FACTOR AGAINST OVEPTURNIN5 -69t2.31383`.2 =1.82 CHECk SLIDING Resisting force fro$ toil o, sell friction =2635.8 X .5 =1317.0 t from passive soil p•essure against toe 6 key =900 TOT. PES•ISTINS FON:E =2117.9 M SAFETY FACTOR AGAINST SLIDING = 2111,9/1391,7 =1.52 CHECY SOIL PRESSURE UNDEG TOE ; Resultant reaction acts 9 e- '6962.3 - ?835.2) 2635.8=1.14 Ft. ( (ftg. width) / 3 = 1.Z9 Ft. Soil pressure under toe = : ► 2b35.6 (3 X 1.14 --1476.64 Psf. STEM WALL DESIGN Max. foment = 845 z 2.17 - 2'6.36 X 5.25 = 2594,02 t' Pu/Ag = 10.21 SR = .9 - .20 X 10.21 / !.10 X 3000'• _ .8F' Mu = 2599.02 1 1.7.893 = 4947.74 !' d = 6.19 t = 5.61 As = 4947,74 1 12 ;40000 1 5.61) = .27 c,/Ft. V ! bott. =1081.36 X 1.7/.85 = 2162.12 v = 2162.721(12 X 6.19) = 29.1 Psi. v allow. =109.5 Psi. USE 15 E 17 Ins, OIC 1.5 Ins. clr. of tlacOis l face MEE' DESIGN Mar. factored moment = 2433.85 Act. Ft.= 243:.85 1 .9 1 12 / 242 = 108.62Psi. ( Aliow,Ft. _ XxU 54.8 = OPsi. REINFORCINGIS NOT REQ tPED '9E [EEIGN ra . 4acto-e, torpent = 2877.54 Act. Ft.= 2877,54 X .9 X 12 242 = 128,42 Ps,, Allow. Ft = .�`_ `. : 54.8 = 0 Psi. FE;NCO4CIN8IS 1, F::jIrE[ DESIGN OF RETAINING WALL a Overall height of wall = 6 Ft. He:gnt of retained soil = 5.5 Ft. Eq, fluid !soil pressure = 40 Fsf/Ft Permissible soil pressure ender toe =2000 Psf, Sliding friction coeff. cont, on soil = .4 and soil on soil= .`.i Allow. lateral soil bearing pressure = 400 Psf/Ft Ht. of soil against toe = 10 Ins. Surcharge =100 Psi. Soil density : 110 Psf. Fc=3 Vsi. 6 Grade 40 steel - Toe length =20 Ins, Neel length =8 Ins. kall thickness =9 Ins. Footing thickness = 10 Ins. ry LAT. LOAD ARM MOMENT fn From retained soil 605 1 1.8333.'333 1109,16667 From s;irchrge 2001 7115 550 _._ TOT. LAT. LOAD = 805 I VERTUPNING MOMENT : 1659,2 I' LOAD ARM PT IENT Mt. of stere will 600 1 2 1200 Mt. of tot 208.'"_ .D:3333333 = 173.611111 - Mt. of heel 8:.':':=:7 1 2.66666667 = 222,222222 Nt. of soil 742,22-1:22 1 71 66t66667 : 412.5°"592 VERTICAL KKTION = 1233.9 I REE STIF6 MOMENT = 2508.4 !' 'ETY FAC'OF A3AINST OVERTUR).'INS =250e.4/1b59.2 =1.51 CHECk SLID% P'ESiSting for- .e *rcR till on soil friction =11J:.q 1 .5 =616.95 1 from passive soil pressure against toe b key =612.22 TOT, RESISTING FORCE =1289.2 I SAFETY FACTOR AGAINST SLIDING = 1289,2!905 =1,t CHECK, SOIL PRESSURE UNDER TOE : Resultan', reaction acts 1 e= 12508,4 - 1659,2)11233.9=,69 Ft. ( (ftg. width) f 3 = 1 Ft. Soil pressure under toe = 2 1 1233.4 ! )3 1 .69► =1192.11 Psf, STEM MALI DESIGN Max. ocment = 435.56 x 1.56 * 164.7 1 2.33 = 1017.49 4' PulAg = 7,53 SR = .q - ,N. 1 7.53 / 1,10 1 300! _ .995 ML = 1073.49 1 1.1,.895 : 203 ,03 t' d : 6.19 t : 5.61 As : 2079,03 1 12-(4000" 1 5.t 1; : .11 Si"Ft. V I butt. =605.26 1 1.71.85 = 1210.52 v = 1210.52/(12 1 6.19) = 16.3 Psi, V allow. =109,'; Psi. UEE 45 118 Ins, 0/C 1.5 Ins. clr. of backf:ll face HEEL OECIGN Max. fa_tored moment = 264,50 Act. Ft.= 264.59 1 ,9 1 12 ' lt2 = 17.60si. ( Allow.Ft, : .65x5x54.8 : OPsi. P,EINFORCINSIS NOT REQUIRED TOE DES16N Max. factored moment = 1960.21 Act. Ft.= 1960.21 1 .9 1 12 / 162 = 130.69 Psi. ( Allou. Ft.= .65 x 5 x 54.8 = 0 Psi. REINFCRCINSIS NOT REQUIRED Gds�QAT--c, rL Z A GI 3A�4A�5A -L 0 16r 7k 2h )Vh 3{ 14-h)61+ 3f►'}f1.7 f ,7 14,4- F'GT `, ?.a•� j 20 , 1 13 ,0 13- ,= 2�'") IQ,Q 5,�j I GOL . 11� S3"I ' S 3n !, S 3� 5 , 3 , 3�r - p3p w4 1 49,0 x{9.2 22,0 �'roT 3b ,3 5 -3 'S 4''l,3 41. 1 '51 14,6 GOL , 3vZ�5 3,),,�' ES 4 5 3 � t:S �� ES T7 ------- ys►�v 2�,¢ -- 3z,g� �� ,'� �.g. I 4� lu 49.2 ax.o $� 'TOT 5'],1 �(o .'S ) S, (ny.2 130,5 121 - I I 58.4 711 , d n a Ay f� 10910% IOXIO X3��} S�Xl'GXti aXI'Lxl/1 I".xl2X lu ITiIuIjl G�XIOKIII XX3/,�' s-o sMri Sac -b S6t cJ'- !G -0 5� b-t< 56t �- x 1-Z x 1-t - 2 �CxI - } X I ' 4 XI -ti ! x1 -0 llo $ � ,'7 $ .� g-0 to -� � _� 4� -�{� s �5 74131�D 2If+41 cc - ^�4v2�c. SIZE Qe�NF. i-��- 12, o 4,9 A. F3 P3� -Z4,to �'�-4 Gum 3X� Gap_ C,v L 4x� c-=s S. �r�S• 3� �a Z IX o X 0 2000 I6 j�e 1500 3�U S6t U-� 56� �,0 5 et °5-(c 5�t• p�G X 12'' +� I-Z �?•�EfZ_'Tur?IJ �Lr.^!rSG `t��Q c D PRD% iy�y. •�/_/ 11� yr w � eta • ✓ ��j� �� ,y JAMES G PIERSON. INC - ��«"; CONSULTING ENGINEERS Z bel• PORTLAND OREGON __— t N N) t• c j r 40 NORTH - t �j�nt��:. �_fRO�!( ►rotlel ��T C 't',�I l/�'1 _ JAMES O PIERSON. INC r+t•a fi,F•1 j,`�.� �i•4�_A,�J� CONSULTING ENGINEERS Onto AC� ����N��►' �r»,t5i PORTLAND OREGON Li I_A-'�SMA L Lo,AV, AriAk,Y616 z 2ND - w C---I-F-VA-cvJr J VEIG,N YJ t rJ Lam. z,o' 2 0F-- co) 2 4 Sela Li r c 19741. C- 7lKVJ = • 07 V -co rloer — 1(%ob xr-- ) � '7 + ((o+Ii (!-1f z.o)) -{ ( tl 33Project A4 -r-E r, x+o)(z j� . o r a �'Z # I• -- Y o•^t/,_1(np�YITA^` �L_5 JAMES 0 PIE.RSON, INC 14 �J', CONSULTING ENGINEERS '� �R f� N.E/ POTLANO OREGON Date �r > 4 1 Gi "J IN(� 5=15. tab, LEVEL vJAw p,ApH pIAV", siFAK SMEAR Y�la.YH l AC FOY ACCvf'A• LAt.�OF. AGC.vf ROOF � Ca CpO3 CnCa3 31n�13 0 1923 192? 4152 41 r2 4 •, 4q 00 r foo �r2� A2- 17 4 � Cc Z]40 no g1f3i 4,1IC (•-1, ,r 1��tt131 �i44b I2��� -7 �Q5 \1 QiQ"I 4 3p 5t o0 12 000 -1152 bio; � 4 4c+ 8t� � �ono X92¢ -170 2ND 10zo42o ti2�9 314 ' 4 ,�., 9 4 g p i P,24 0 1 45 c�r�4 I - 4o r,,0 13!080Project k1s, �� 67JAMES OPIERSON, rNCCONSULTIN m,P`i ,fR�N � PONT41N00 ENGINEERS ON Otto L's V Zc�l t ri c•, WA 1. 'B, G , V, IF "I" 4FJJ�� vJAV� vl C\V 14 1 �VfAlpH IB JJ Irk �ElcJ� t *t 5►Itiniz 5HEAtZ 3�IAPH- L_qT—t.t)ty Act �trt. �qr. t,OAD Hrc uM �-74rN �.r?46 15,98 459P 3 80 3(56 -'-Oan Zo o 42 q zr;g 2t P-,c2 2►P�� �1� c312 3 517.3 / � I J - -�4U.^ -731 14 32 L I. -7 r2 (� 2.710 C--4 3399 1j4Z9 L �0 31 45 -140n qO i5 (41-1 E �•r w035 1400 0 c5 14 15 el 2 H pJ - --------- - ,� -_ � ��, �,4C�O z�l�+ln4 9731 Zgofop r 27" q ,zo 6-7 78 n Ig.c, 3 145 10 rl4rj 401 S I07,1S W2 Z-37-93 vJ �tY17 �JO��.H —ZO SoUZ\-� U �-;) ty Li W k LL $ G C. 1 re 8 -� 3 8 8 40 8 7 4'0 C- ir� o z3oo 2 oo i e a CL �.� �0 ° \ 1�•�j 4255 47,5 Z405 ql. r, : 545 9r)4 5 Vio53 r2053 , -,K.v 13 38 G 4(oo 1 cj24� 9 -7 3 ! 4 3?-r1 { 10 7 oD 4-Oc�a i i 3-7 ',4 ; t t �� IS•J 14 �j 4D0 00 / 4 f= 41•� -�o 5,5 � (�(�o0 1 o3,;z 144 IAP 3 �s� (r�, 211��c0 `1-73i �z-40Gr> 1 200 t -74 C1 � - l�,� 345 104rj ; 9or) zoy 41� -701 � 2���� 1 0 3 9 Project 657 n•r:o.. "'7 �" JAMES 0 PIERSON, INC. CONSULTING ENGINEERS ,^_1 PORTLAND OREGON Dale .i_f--HIY.�. 1— MWUKIU��M AN W-Ammm-m L4 _kv:' x a L Lewr�ryr,L,y,:�K cv,1J T. /07_ 0 t! i N g t-e)tvr--P' 4=L00P- - 7102 x 5'x 4. 6'= "� ��► _,K O w r C.H-5 G ke D V 6 -T U F 1y 1 N C-} �'---- - 'f'M 49��p X�j/y _ 12:.� Gj a �o-���xy too •�� �1,=-c rl Ft-00-F-' �� � - --- �4950 rZ-)(r)/z). 24 -1 0 a F 121490 1 w X90 z f�f MI = 49r70( ;j Ccs/Z) = 3? 12� 3t — - - ---- uPL.Ii-'r r (4Z 510 X1•ri — 371 V5) Hotrt7,0K1 N 4 'o" of XE;—F-T'0C--N (Co21zrZ;nlz Whl.l. = 4C3(0)( 1 ; aK- �r N E-Z SAV V 2- A 4 PovJs t..'�? INTO �Oo-�,n�GIS �oo-<<ry L� U J-t + c,6 . V-`kP �K t �MDI �� Project 457 6272 .� JAMES O PIf.RSOM, INC. - J'•b�lr�wr '�f•�y,��f, CONSLIL71NG ENGINEERS ' 4�w.L°j� PORTLAND OREGON 0i1e � � ✓hT��AI. LOA9c�At.Y���S GOt`3C• I A v..5 of ���mC� Ttht�5• L. . I!� . t �2 ; ez 4 �. tAjAu, v5 �JG 3(' ? '2'7 n 1 , rroo� 27 2 O 2, 94 Lb0Y_ 3 !5 ssl• G`s g 7 ._Ps1 . .- -Ole C-44eCf� n✓f ' rvrrNl�Y��• Ga FAIRS I - cJF LOO!'' �7n7• X I 1 - 1749 o }-� f �M• s �2�jOx 12. -,'z � �, 8 b c>0 rr I �OTM )t r7 ,,",-�✓1 _ �r�y7 (meq) .}. 117 , ( I�-) = c; i� ss, NP 1-M �g7-50 fi I012c2� ( I'L•��21 3 � Z11�� � � : '%�iK1' J °K OZr�► -F L 00'K- t + is -- � r,� _ (��8�t- 1c�12s�X2)(iz.•5/z) _ c 5 f r • Ott �62?2 / 'O 6272 ..i �1t�Fil•�I. �nlVESTfry.�Y_ - JAMES O PIENSON. INC y, 01 ✓f it���A CONSULTING ENGINEER! f;�Qlly , qqr !�5_' i s1 PORTLAND OREGON Dole L<v JA%,,Y WA �StnG, vJALLs b� MEN : i=l_G V. } (r G� 4 4 57 o 1, :3 1y. FL vo r-, rj4467 st 11 x4•(o ptM — 21-7 X11 y49L5 4 ' oTrrX ,. ; off Cr-,M 17 c z Iti loi I 0 ss � 3 � (7. ) t 40 � = �J tzr,; �t3z�10 t 90o0)li2 • `7 /Z) 101 n\0 sr 107816 /1Z.•i = - -HO L a�1^a M ( �2 0 +2 r 9 40(G7- q , --- vYLI r x, .�_ iC�4o62;�12 5 = Ic 0 17 .x . �oL_vov)N AVAL.->~v,f — o X :z X 4= 64 0�--, +}0IvboviN r-- 2 0 - 4 01) 14 2 t.,,i'� 8.. CiN1l� vJ� z." �' �� 9.yir� `i'c� ✓i��'� . .� upt;l�. Project 1 iat 18 r F♦ 57 f 11 rot 6 6Z)tJ�•p�^ / 1� k -" JANIFS G PIF RSON, INC e J� ,1,Op �' lL� CONSULTING FNGINFERS ¢.� 1� �►f_+J [+.� L%" PORTLAND OREGON Dole •.M L� M!"IRAMRALM-RA MR&MEAKMA&MIRMOMAMPEULm!-E- `. o" —41 431 zwp- 10 0 I(o = 319 3cp. pt.r-, .919 �✓ @ .BOT. 0f tvAL4, r if Z04 /leo X 12 X 4. (� = Z0. (� r•5 = Sr �sr �25 X �14r=FG0 /E,eTUp-,NIrq E - u F P r-e x.00 F—' (-TM = 6-100 C 1 1 •) = -715 900 M -1 50(10)1-/-S-t 4 X"730 X 8=174 f 2 _ 2-14D :=t-I�L)jZ. . c3-T vt r coq 00 l23)t X�Io I �rn = -74i0 �1t 4X-7ri0% 49,oo Nn �1F t.iFT, ff G-+>✓C4< o V"--fMp rLM N I N e ioo 0 II (STM c �G900+ �J/OU . M = 7r;70 ( 3) )L1z + 15 Ilo�2 )(3)���/z= -75840 it vP���-t = ��oZcaoo XI•� - �rj84o)/� = ���o # I � �:'i � X7(00 /20D�)t: 1 .33 = • 3!v n " �r I t NIS VDV3N @ C�f'P- ipo�e '� NrlVl1 , ��� o f'c5 - X 940/2 c� x ( 33 = • ZZ Q.. l� �Gbr- L = C.,960 /28�j - 20 - 5�o., P _ Co9do- z.o)C ZF, L PRProject 44 -T �F �� 1 �� 657 - 6t 72 G�_ 1 / �• 1 f� {,/ --------- '— 1. JAMES JAMES G. PIERSON, INC, /�V! I`� Y'I (1 , e •r�j�1/t.�� �' ✓f�IA CONSULTING EHGINFER6 v PORTLAND OREGON Date J gam^ uec N NDS 3 na2�,JC Etc.+ vE� LOALL L.ENO 4 = �'4' `' •^1 /U (✓' � � Cn�-)'O� — �,`�'J.�.,-� r�1'2r�Z.�n'L.S� _ 6�-'.0� PSI. 1 Crr9oo+�00,s�oo� O o F-1cL�w S.a�w�'t_. --- r o �F�UAL 3►v� NQ S�1E�i�L_�tN+,_�66ZC?-_ IaoYc.. vE G'�,LGt�VA"rtG►�l_�HAUJS l.c�-cEvZc� �otZC.�S _. Gam\ �- 1^1P ,r'�. �s` - C 3�cJo +i ts2��152 -, _ �.� ,32 pbi► rt1,5 �_C3�.�'y��� �►�N� d�lE�tUC-c'_t��tV�7 twlr+p '�'2oDuGES 6�EgYE,:�T �VfrZTU►21�, t. t242bp A--Lb 1 L IkCA CLI 1f- fL Vv -u*_w"bA' --- — 1 24;' --ltetsk• 1824 9,eo' 1 co41 (o 6Du� . "t,+a c� g�JI �4 LbS .--- ---- F�+'►-OOcl�t►��_._F'�2C�.__ '�F.l�v�r?-LC7 �.---- I00W/t4 LwwOrNd -- - - . eft Lb/It bt. 22524�1A� tb _ _ t�+a+. wl.u....-¢�.eo� ,'t)�3' vL'7VpsF jr_ld�G� ro _ — rxf doLSd_} 'qq* s I-1-13_x. --•--$2ca� :A' f a MA ^.t>< 2'J.4� y '1Co_ a 3�2� 'C�_� � 32►054 .. _ -- -___ Nol.C7o uJ r.1 �a rL�.E 'r '�•6Z�J I SZE'C��-- - - , _ --- _ -- - -- ------ 1 Project C2oSS2oo,i� ntA CKVSZE.�— GS I pr(uw Mr00w JAMES 0 PIERSON• INC CONSULTING ENGINEERS Dote ►'1- Tom- 2t1.. ��J�j3 ,__ Mr.t`�i PORTLAND OREGON L - 1 -- - �,,�,' .,`t - --•----------�. =_.��m����4'a--�s�.c�z�-�a��•►s�aoCa-.a,'� = 4�95��i�tbs carr _ I 4.• � N I 3 �.� r aL MOCK WA4L - ,�4''� r :. ._ � ..� _ :—_ �tt� n�'S - `��3'(an+�+,c��5o+l00�•311Q >t_7�_ '222.Q5 . - --- - --- U.c s~�11�W,dL99= x.33 C tc�aX I S100 x 7' _ °J900 __.—.—_'___ r-ac�Li•vC��- eV �l�j K �.�J x ��i .._� 1� M•,'L I I\JZSO ., ef_, 5 = 3'(3R•-74'X744 - _ —_R832+�ll•33'= I000(p R>�FEf� `�a��ibR_ J1�a6tNK[ CJ 2TU�►J wIGJ �-joJr.�l 1 z 1.C�,� X72 o�•� -- ���2 __� �ti = 253?Ca _.144—c C7 — So:St- ZPAe0s e-AVI- n._.=.tw VV x %%Q k 1 _ ! �C�` .►+t_6—�* _._'OS(o(�Q _. �caGL-T'� �'saCTOvI. AINSC Otxrzro m = —�-. l s�15��- �e - ._ Cr Ob Nps Q�►�us ezne� — JAMES O CIEPION, INC — Li'S`��1'--. — ,,•1� '7f•�u,+�'� CONSULTING EMOINEEnf ��� !A4 f W POPTL►NC OREGON Cet• --- .. -1L ` _ — --- t, r u�caLL O• 2T'�%21JiNC-7 CarJT , 25�4.8 K �• z �.2�,oS� ��. 5 -- --- --� %x•00 � y' = 1?__(fl�(� WAX - 70250 � �' = ►g—�7 2SO K�bC�NCi = 1a "ry M. 1•rD �S� ' ! 1 \ I �1 _� 8632 '� X3.33 4.b �B�L K, 1' s � . wra•..\, rcbT �I iq�r,3j_:� oj' : t�a3(n_J9..._ _ �� ,�yK1%b •ct• o �t�_q SL.Ag ov6n_ �rG- Q�ZCoZ"�'b I c,G-ET� .�-t�G-c"0,2. 4 roGl I LJS't C1�4i -7 e14 -Z��r2TJ IES 144.%\1VA _- moo• rt� uQ�Q = 13'J�'dbD( ONES S 4l/�v-&cjr3--CAlr c�-\Ql -� �1vE gyQ,NSt Glc, cor^'� I OLZ Propel 4 2Of�d_y�2 _q� i1 41 WC}• bar �77' ���� - ---� ' (D JAMES 13 PIERSON, INC. Mf.�w. MI'J•� �'�� w .�. fA CONSULTING ENGiNEFR! -- f0 �"rA Onto ,6r' �' 4F"1 PORTLAND OREGON Lam.- _ --- "W •R Iwl •w +we Iwr \E3J \Ol.1 �? rcc�2vJA�L AC �---z 3i I4J - � ,. 5'.G�• taw CFcra. EK c�`�o6D� �-- _�__._. -- -- �,i oc ut. wrltfl z 2''034'3 K Q•Cc7' _ t 1 g���j Z p�5 . 3\-72 4,to-7 = I42�13 '4" —� 4;-4--�. wad. � 1400 (.1 Z ►�.w�QO es1. = u8 32 9 G wag 2j i -8g 2 Q Q - 4,5-/(nj' cb �c•aSIoW C�o��aoti; T, .� Ca�oosp 2t°JIg�W7 �rr�sa o� cjEju,, A00c)6 J1 Tz /ayrloJ �� . 15co P$L. 4 No SMOAL ANSP . �X'".'G••�-� WALL, [JS/N Co {MI'��PSL � N" �F-'ELI�aLI c>YrS��rlf7� / T_�raru_((}�i�� H�[ S root ApPuCo o�E At T1n15 t : CAZ1oJ ff SirJCa LATFJIKIL S—,pPoel F rS Rzov;�.b�� b u1 USS 4-� = t 2 � 1;J<x.l S �Fa2 1l'j�F �Y2-� �cw��1 c1-"t, • NOZ� Z_,+C�T W�t<L 12o�uv2/V 1`_-, 8.C$� �Z7vt_ �Dv\tIZ`. SvQpV'21'r�16 �'�u?N S� e•co'7 Iz- \- CIS I q (�LLtYA. Q,?� C�4� �40 R?.(eZ5 L I• INGQ. Z . 2 PSI, z p��� = �-l5'7oJ/-r•co2S » g•33 T< t2 - ��•7 P5� Trtlla� � ciaJ - Esc 4'�Co � 2cS Vs. X44 P= Q,/bd9 ,41 TS9 t-A:5 SBSX� cozsloE3� - ,213.7 Fsi +s= /AS d = 12(a4t �s���.7c� �o•EB�xlr��> _ 1-7 Ps',-, oma_ P,C,.Ct L 6272 J JAMES G PIEASON. INC L2t-1g _K L, 1, �^ lit CONSULTING ENGINEERS PORTLA"/0 OREGON Del* � aw rz1J= 'v/b, T VS I•S wlg2U4'X�'� O.2Sg .�.z' y �� J d 2000�k�.g3`�D•$SS�I06� (o_, 32b4 'L ot4r'07L �12sZ 70 �%CONC! /� � I J 24- I i i ..s-r". _ -• -- ��-oX.% 'Lr�f� �'tU2LS VYLQ 3 lcl�IS -t-T civ(,G/I 440 Y- k4� �OdT�►JC--� �CIfJF' T�cc�- 5( 40) OZ �o -�2r-ar��F�vGKZSE, r3A2S � �O-c-c��^'� _ � �J P���Z..• �c-'�a''' PAD C) � �,� 4'-c��' / T2PN�� Z. Q) = s(42S 1440xf33KI Project 2�` '!�?`� �P+�IA �1V5TE12 (AoElC�EI. ' KC:EFI�. JAWS 0 PIERSON. INC. �sr rue '7 r.�sna _ fi��'ei�._�•'t�c�'/ ''f,�tirsl`•`�� CONSULTING ENGINEERS 2C) q:�Ffzo_ DAI• PORTLAND OREOON I` I WIN, 4o zb 'Znp r-I, -117 ,��',, -Al o;= STA♦Q!5 Tey �J� ��t✓5 ��kou-r�D ( . 37 �K c "-p-C, ovE+: -T- )r t ; 11-1 ; h i�,7 xtl - 0120 # t I I of c-Pn 55 ('0 1440 4 O PL. o f r-X F- 054-A N1 14 4 o HO`i�ouJrI ppu), _ 2';� - 3 eEm c' -Z,VAD y rs, _ r5 5-Z C) ) 4- q 68 0 U tz") = 1"+ c2 st l �M = (57 Lb + (07b'j) JP L,/F-7 - �17G; Zp �CI.Gj - 491c80)�b = 2(o'17Gf a �I L 6�' off" . C4C6C--ff?- VJALA/ }c2-2. 60 9z r-,L- of SFS Nl> _ 1440 x z 880 x 10 9 3"L a�oLy6��1 QQ2D. ,� 17-(o-77C, _ 109 2•-= 15 1-3 � A5 = 4 3 /-7-an�ocx --- ------- ^D r t r Pro eEl ovtucM • LQ JAMES G. PIERSON, INC. •�ir�tt.�.��i fy9 tg� � CC`7:aULi:H!3 ENGINEERS 1,ORTIAND OREGON DAI• t o,\;r-lmk1, urakv Af o%k y4 IS cnon T• X 3r�7t 4030 M = (5720+ (;,'700 OF C- D '•�J1tLV�� = (GIX 34C;792 _ 4 4'-') r. zoyl�_ � tr Do ov N 1:10, D ._ 927 2 0 — -O y 1'2-. I � � Ay- 310 0,1� 120mo x. I. 1?,� _ 4 - # a7 Gru EGN( �'0�►"z r N elI rD-CM = r- 400 �7 00 + 9 6,T, s - � Ix34) -2- -f- 1 19910 ¢ , 1490 ( 3) { 1 0) T r27." 6 (r)(�L) _ "l 1-1G0 :ty i�,EA- TrpNS �4�oGfC� sir 4 4 i(o f��34o o 13 ► rJ R •--o x Ii X 1-2, 4' v Ali -�T17V T 5 "L� o✓ 2 - @ 34080 r2Plojecl = �•� P ; �b8o- 5x25 = z�;5 �' ori �pED PRIM �I JAMES G PIE RSON, INC. �j K'►Ir. ��/ �f4i t! * CONSULTING ENGINEERS PORTt AND OREGON Date MP P-r—H ' �� L 1 vE.S►L�N �jt���'� �JA VVS c_.�NT�. 8'740 cod 44 (00 It 3 C-D PLC. - w%fvp V : 4 9 S Gm)c C1l31 31=17 �rz 1jE��jM�G 2 NP 4=L)?- ,2-400o =L)?-•2.400o r# (z Z4Ir 0/C, 0 V ZN b F r1AX �+,�-�, � j�_ '�40CnJY�.�7 /►B �F �, 2X12- = :;2 •�5i �25X� • 3"3=33 OK tA 60 I - v4rv�� = ( 24137 z X Ay = 6&984/ 20000 ?c x.33 - •2CA n'. 1 # 9@ 6ran1 i►VCS U9 e4- 1444 : 4 540 >�- 4` /Z dl�►33= •I� I t' 4� `1Ga (�3,40 'i; M r 3G4 1 -7 O h o A5 = 1329& /Zama , I. 'T- is to OFC nl i 10 17 13 — go1�7- = \57.M a - 5 144 /S,6-5:)0 x 33 - • g Z 7 v:;► t`` E ��, Pros.•, •657 c+r w JAMES 0. PIERSON. INC. J ,lrd1 d"tts��� CONSULtINO ENGINEER{ r� �t �� �N.CSi PO trLAND OREGON pi1• --�-�r.-►� - '"a C 15iT. �LOoP Oz M = [0-74o X3� X (24-t a) 419 1�n --j-_ 14) 57 Z- X I• r;? -- 25)2-0i) a 5 X 9 j 4(a Ca9 D a - �� = 4-6,6Jo (.o 6--9O - 17 fOo = 29 X90 % = 29190 /20010x t• 33 = 1 . 1 a „ �_,�� >✓r� Ove' E 0 fi'F917 T= I--00FZ. t car-M . = (w7 40 y i 1) '31, 43 4 Jr r 4x6olOx13 = ►�>a c„� �►-5 07 L-lFr @ crT-laIli INle. (G-Q4� 4xI c� - S ;C �. rt o-r rf, 2x4;Z6 + (1463)rt3) = 4987 3 p , 0p Lifr-.r oParpW, _ (zoI� r,, r-;, - Ia -7 f�!; 4 CP'J c;:y o'Te 1 �p�n•� Project - Dawn , • DAME!G. PIEpSON, INC. - - IA CONSULTING ENGINEERS ��•'�A M.f'1ii� , N_l9iJ PORTLAND OREGON DAI• !••f ��_I'T �? A-IJ AUY//(4 e,00 i IZ o T nn M = 21 ro 4--j 43 2.0 x a r.._2 4-7�o�G r� - vP U�'. aP r1 �lG� _ rJ.cjX>a�4G�o - Zg����5)�1: y• � ::A A,5 47270 -7 7 t7 ►f E'�� �oo-c }N L^, o�E,�TUY-fV t N�-, 7740 4- 7) t4(eo ► 6o c) ¢4-0 A55u1J"%T--- 17-'_0" x \Z" 2LV-0" LoNLi 2•M . 21 L) X-L X ; 1 . 5- 3P"48xty• = 4V95ce/ 1 �c�40 i1 t g`�t•1h"" �t) +�� = 29ro 700 Sr ' c2a' aF Cross ��� (2 r lri� + 00) x 'Z 3`;�_ _ ! d 5 80o s= • TZ7 Pel ter• WA 12:17 57S t —s .0Yim/c Al 1 - @ 1.:a0 F = E-, 740��- � - 21 10' 5740_ Z,n2$y : Z.7g laZ 3C� Project JAMES G\PPj1 RS✓ON, IN LL S��JQ CONSULTING IN31NEERS ' PORTLAND OREGON DAI• 1 aWxa���� \_ li Ln u0,A-,, 2_720_ �} I Z D -✓@ � � `il?n � �• Cj � 12X4.(i = 14 ,ih_ 36(W0 ( ?C,) f- 2720(24+1Z)-j-- 22 (. 7Z0 p 1 wiND '•M 'Z e")L/�• = 34 83ao a • > Cj7Zoy 4 C�7 .� -c V)J• V) V � 425 r. < �1bF 3 14�i zt @ 3 ry 3149 zNC, I D�jq�j -roT'. a-t-0, AAj1± _ lO ?51 < Zcj X 133 OK c,fmCK ovx ln��vK N tNL� 07M = ¢Z5� 3:;;1) t 3 14 57 + ►2} ISO L16z-1Z) t- <oiZ4�0)( 12) c �JO3 +00 ail Zb2. t�GIk'l G jclne� �o1HtT r Pfajocl c+nu.. rcr, .TAMES O. PIERSON, INC. ��--'151—=nI-V !,� fy ' ' --- �'_ •Qn,��l;�~�� ZONSULTING ENGINEERS PORTLAND OREGON ON• M �__ i__ j �`_, X14 S I��N ,NA o5J j,C �. C—V ,A r O—�V L4 °/G B,E7 IZ_x j .2 Z6)2/2 + 6, ( 21 C'0) 20 4- 3000 k 3)�7,� ; 1 rf 1 Ox) �# UY �.��=Z = �5�� 4�5 � i• � — "7�j I��'� �. 8�'J jCGCI = ?710 d -rrvl = r;45 t (-LI -t 470 *t 1?N1 = 21c56 ( 2 0) 4 •r-2) = 41700 11 r vj��� Its = r7 EG 6O YL / i=TCS-t iVbTfa. Wrq Vli r7 _ 14:1; r;,00 rrEAM f AGT10fJ = Gp(Zt c�o•f'Lm (20 ) _ 'L8$ a 00 C.f'0S'S 8�9�00 67 i @ E-n = 3� 45 — ZU X zj = -3 X45 1W)lie: w �v 21 *►ti""":,:�. ��•7� JAMES G PIERSON. INC --- \ ����M� � 'Q•,��J4��,�/ CONSULTING ENGINEERS tA37 t y� J 44 H `•e�A A-f'�+� M.C��% PORTLAND OREGON R�I� ----^-- L \ y VA V _ Z 3 00 ss F'OOF l '1 00 t r—p 1700 Z NP. 5700 ss To-c ✓�% B � = F,?d0 xl - 5 4 -(1)4 l (o = Ib�jl 2Gi � I 33 OK Z3CX0 yc 3-3C { (70© ( z¢ A✓I 21 0 �I�OJZ�z = Z`7cjZM > 1 41700 X [ - 5 5K vlALA- G2 t ve 4zc7c� � 314 3� 14 \or24C2 A r ,,* l � I ��1 Z Y 4 , '7 x(0 . 2 < -z Cj SC I . 33 r-5 O�N1 = 4i 55 �3�) .► 3;4�( 24t �Z)= 4c2ot I UpI,IF'T _ CZCO2 14G1)CI ICj r'.�O 1000),�� `�2)s 81 �}$ JAYF5G PIFRSON, INC - \\ CGNSU.TING FNGINFERS -`n �_`.• ��11_ES�J PORTLAND OREGON GENERAL_STRUCTURAL_NOTES_ DESIGN_LOADS� FLOOR LL = 50 PSF FLUS 20 PSF FOR MOVEABLE FARTITIONS CORRIDORS, STAIRS t< EXITS LL = 1 oO PSF SNOW LOAD - 25 PSF WIND LOAD = 20 PSF SEISMIC UEC ZONE FOOTING DESIGN SOIL PRESSURE = 1500 PSF ASSUMED FOUNDATIONS= FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL A MINIMUM OF 1� INCHES FELOW ORIGINAL AND 18 INCHES BELOW FINAL GRADE. NOTIFY IF SOIL CONDITIONS DO NOT AP'P'EAR SATISFACTORY. DO NOT EXCAVATE CLOSER THAN 1 1/2 TO 1 SLOPE BELOW BOTTOM OF FOOTINGS. BACk:FILL ALL PIPE TRENCH AND OTHER EXCAVATIONS BELOW FOOTINGS WITH COME-OCTED CRUSHED F(OCf:::. CONCRETE_ THL ACI STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS SHALL BE FOLLOWED EXCEPT ITEMS SPECIFICALLY STATED OTHERWISE. MINIMUM COMPF.ESS I VE STRENGTH OF CONCRETE AT 2E DAYS SHALL BE: :'t()0 F'S I FOP WALLS AND SLABS s5i i(i PSI FOR FOOTINGS MA11MUM SLUMP SHALL BE 4 INCHES. FROVIPE k::EYED CONTROL JOINTS FOR SLABS ON BRADE AT AP'P'ROXIMATELY iii FOOT SPACING IN EACH DIRECTION, OR AS NOTED ON DRAWINGS. ,;IDEWALk::S SHALL BE CONSTRUCTED ACCORDING TO LOCAL. CODE AND SHALL HAVE DEEPLY TOOLED JOINTS AT 5 FEET MAXIMUM. WITH 1/2' INCH PREMOLDED EXPANSION JOINTS AT _Q FEET MAXIMUM. CONCRETE_EtEINFOFCING_STEEL_ REDAR SHALL `-ONFORM 1'0 ASTM A-615 GRADE 40. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185. PLACE AND SECURE ALL. BARS PER ACI STANDARDS. LAP SPLICE ALL CONTINUOUS BARS A MINIMUM OF 3C7 DIAMETERS, OR AS NOTED ON DRAWINGS. DOUBLE BARS IN ALL WALLS AROUND OPENINGS. PROVIDE 2"0" X -u" CORNER BARS OF SIZE AND SPACING TO MATCH HORIZONTAL BARS AT ALL INTERSECTIONS OF WALLS AND FOOTINGS. PROVIDE FOOTING DOWELS OF SIZE AND SPACING TO MATCH VERTICAL BARE IN WALLS AND COLUMNS. STRUCTURAL-STEEL: STRUCTURAL BE:AMG^AND PLATES SHALL CONFORM TO ASTM A-'b. F'IF'E COLUMNS SHALL CONFORM TO ASTM A-5''. STEEL TUBES SHALL CONFORM TO ASTM A-5oO GRADE 46 f:::SI . BOLTS SHALL CONFORM TO ASTM A- ,07 AND SHALL HAVE STANDARD CUT WASHERS WHERE BEARING ON WOOD ( INCLUDING - 1 - FOUNDATION ANCHOR BOLTS! . DETAIL. FABF'ILATE AND WELL ALL STEEL MEMBERS ACCORDING TO AISC STANDARDS. PROVIDE ONE SHOE' COAT OF PRIMER ON ALL STEEL MEMBERS AFTER FABRICATION. GLUELAM WOOD_MEMBERSI GLUE LAMINATED BE_AM_, SHALL BE INDUSTRIAL APPEARANCE GRADE DOUGLAS FIR COMPLYING WITH AITC 1. 17--79 DESIGN STANDARD. FIBER STRESS IN PEi 'DING SHALL BE Fb = '240C) PSI . GLUE SHALL BE OF A WATERPROOF TYFE. MULTIPLE AND CANTILEVER SPAN SEAMS SHALL HAVE FULL STRESS CAPACITY AT TOP OF BEAM WHERE TOP IS STRESSED IN TENSION. WOOD: LL111BEF GRADES SHALL BE AS FOLLOWS. EXCEPT AS NOTED ON DRAWINGS: JOISTS, RAFTERS '-.: 4" NOM. BEAMS #2 GRADE DOUG. FIR POETS v, 6" NOM. BEAMS #1 GRADE DOUG. FIR X 4 STUDS STUD GRADE DOUG. FIR 2 X 6 ?, LARGER STUDS #2 GRADE DOUG. FIR BL.1Cf:S, PLOCF'INS ?. ESR I DG I NG #- GRADE DOUG. F I R PLATES ?, SILLS ON CONCRETE P. T. DOUG. FIR X 6 DECKING COMM. GRADE D.F. OR HEM-FIR PRCI',�'I DE SOLID BLOCK I Nt3 FOR JOISTS AND RAFTERS AT ALL DEAR I NG WALLS f AND BEAMS. PROVIDE DPIDGING AND FIRESTOPPING AS REQUIRED BY CODE. 1 PLYWOOD WALL, ROC)F AND FLOOR SHEATHING TO LIE STANDARD GRADE WITH EXTERIOP GLUE. USE EXTERIOR TYPE PLYWOOD FOR EXPOSEL LOCATIONS SUCH AS SOFFITS. SEE DRAWINGS FOR INFORMATION ON PLYWOOD INSTALLATION AND NAILING. MASONRY: STRUCTURAL STRUCTURAL CONCRETE MASONRY UNITS SHAiL BE LIGHTWEIGHT UNITS CONFORMING TO ASTM C-90 GRADE N-1 . Fm' SHALL BE EQUAL TO 13-150 PSI AND SPECIAL INSPECTION SHALL NOT BE REQUIRED. MORTAR SHALL CONFORM TO UPC TYPE S. AND GROUT SHALL BE HIGHLY FLUID 2(:)(',() PSI MINIMUM COMPPESSIVE STRENGTH CONCRETE USING 3/8 INCH MINUS AGGREGATE. TRUSSEI. ROD RE I NFORC I NCS IF SPECIFIED SHAD_ CONFORM ID ASTM A-82. AND REBAR SHALL_ CONFORM TO ASTM A-615 GRADE 40. MANUFACTURER_DESIGNED_WOOD_TRUSSES_ WOOD TRUSSES SHOWN ON THS DRAWINGS SHALL BE DESIGNED BY THE MANUFACTURER TO RESIST THE LOADS INDICATED IN THE LEESIGN LOADS SECTION ACCORDING TO ACCEPTED METHODS AND STRESSES AE APPROVED BY ICBG. PROVIDE: A MINIMUM OF FOUR SETS JF SHOP DRAWINGS FOR REVIEW AND SUBMITTAL TO THE BUILDING DE'P'ARTMENT DEFORE FABRICATION. MANUFACTURER SHALL INDICATE ALL NECESSARY INVOPMATION ON ERECTION AND BRACING TO PROVIDE FOR A SUITABLE INSTALLATION. REIPJFORCED HOLLOW_BRICk:_MASONRY: STRUCTURAL ESR IC1%. M(,SONFY UNITS SHALL. BE "I.LA--ALL TILE" OR 0THLF, APPROVED EQUAL OF NOMINAL DIMENSIONS AS INDICATED ON THE DRAWINGS, COMPLYING WITH ASTM C6521-HES--SW AS MODIFIED BY ICBO RESEARCH APPROVAL #2730 FOR HOLLOW BRICI... BRADS 1, TYPE 1 , H8000. SPECIAL INSPECTION SHALL NOT BE REQUIRED. MORTAR SHALL CONFORM TO UBC TYPE S, AND GROUT SHALL BE HIGHLY FLUID 210(v) PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE USING 3/6 INCH MINUS AGGREGATE. TRUSSED ROD REINFORCING IF SPECIFIED SHALL CONFORM TO ASI-11 A-8214 AND REBAR SHALL CONFORM TO ASTM A-615 GRADE 40. ,. . ..... .+ir. ......+...... ..,. ,....,.,...r�a►..wwrweiwal.l.Mx-1 .r.ecA n .. .-....,. .. ..-,w�gr.'.y�"'.""*,"•'. ' _ '► - 1 ♦df y'.1/ ll/'1�1 ,Yrl rli li l 97064, Pursuant to section(s) of adopted .odea, the following item(e) require con-coin(: L -• _.��..._�......_.__•__._-�.;� i as y , .,.; �_:.:_�..�_____---_�. �+_______—'' '__—.�_.. s t 1-1 1_�L. rte, a,.,_.!+�-. !-;.�.— ` --- 1 _ — --_ _—_".►.-- F 4 CALL FOR REINSPECTION OR BUILDING DEPT. ..__ - ,I,ct •„ INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639.4171 Type of Inspection Date Requested_ 3 / _A Time---- A.M._ P.M. Address (a 9 � .n/I� E� Permit #_� Owner � ----_---- Lot # Bvilder The 'oliowing Building Code deficiencies are required to be corrected: le d Presented to Approved Inspector — �,� y, El Disapproved Date CALL FOR REINSPECTION C7 YES ONO � v CITY OF reG;ARD No. 22734 13125 S.W. +ALL. BLVD. P.O. BOX 23397 Date TIGARD, OR 97223 Name Address Lot Block/Map Subdivision/Address Permit M's Bldg. Plumb Cash Chsck v Sewer Other Other Rec. By Acct. No. Description Amount 10-432 Building Permit Fees 10.431.600 --P—lumbing Permit Fees 10.431-601 Mechanical Permit Fees 10-230-501 State Bldg. Tax _ 10.433 Plans Check Fee 30.443 Sewer Connection__ 30.444 Sevier Inspection 51-448 Street Syst. Dev. Charge _ 52-449-610 Parks I Syst. Dev. Charge 52.449.620 Parks II Syst. Dev. Charge _ 31.450 Storm Drainage Syst. Dev. Charge 10-430 _ Luslness Tax -" i0-434 Alarm Permit _ - 10-227 _ Bail �- 10455 Flnes • Trafflc/Mlsd/Parking -- 1'0.230 CPTA Traffic/Misd/Vic. Asst. 10.456 Indigent Defense —'— --" 30.122.401 Sewer ServicelUSA 30"122"402 Sewer Service/City 30% 30.123 ew�S wer Sevice/City Malnt. 125 Unmatched 31.124 Storm Drainage - 4T--475 ancroft Prin. Pymt. 0� Bancroft Int. Pymt. TOTAL - Det. �^ BUILDING PERMIT APPLICATION THE UNDERSIC,PJEp HEREBY APPLIES FOR A PERMIT POR HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING FLANS PND Sp 1 -- 19 ��� DI(.ATED BUILUERPHONE OWNER =� c!w*j�kCttc*�71 t EClFICATIONS, OWNER PH N ------` rev �oBAouRESS _tigrySW 5__W gndk7l.ir� Rd� Q BUILDER -`- -%ILQJ' _ADDRESS ARCHITECT bTRUCTURE C� ___ ENGINEER TJ D01tanter NEVL _ [ REMODEL — ----_DESIGNER RESIDENCE -- G7 ADDITION —RE-PA-1 ---__.__❑ REPAIR CJ RENEWAL Ej FIRE DAMAGE �MM U EDUCATIONAL ❑ GOy�T [] RELIGIOUS OCCUPANCY 'R2 �- ---- ❑ PATIO '- _ -U�EMOUTION LAND U3ELONE C�' ----- -- CAR PORT ❑ GARAGE C7 STORAGE _-- -----BLDG.TYPE 5N� --= _� C� SLAB l__] FENCE -_(i3ilnt�t rtearl i f i .. , _r-it -__RE ZONE _PLAN CHECK 8Y TIP - 71nan - HEAT-- -- Ing f Z om 2nd t 1.t0 r t�� 3 r_d --- _ l"10nr. 9 Suite 340 SEWER PERMIT# -- OCC.LOAD FLOOR LOAD --__—�`— ~--- BUILDING DEPARTMEjy HEIGHT _ N0.STORIES --- _ SET BACKS --- AR N0.BEDROOMS - -' FRONT Permit 5�1. `i f' — --_ REAR -- LEFVALUE. r• -- - THIS P,SRMIT IS ISSUED SUBJECT T' '— T SIDE �r n _ RIGHT SIDE Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY A` O THE REGULATIONS CONTAINS[' IN THE BUILDING CODE, ZUNING WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AN Subtotal_ WITH ALL APPLICABLE GREED THAT THE CODES AND ORDINANCES. THE ISSUANCE EOFFTHIISIPF.RMINS N DOES NOTWAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS State Tax LICENSE.SEPARATE pERM. :REQUIRED FOR SEWER,ONTRACT AND HEATING. PL TC RS TO HAVE CURRENT CITY BUSINESS Total SDC- BY -- -I PUC# APPLICANT OR A(3ENT---�"- _ .`_'~._---.---- Approved nc)rlf% Receipt No _ DATE INSP. TYPE INSPECTION REM IRKS i PLUMBING DATF. Contractor Permit No. Rough-in Fixturo — / Final ---- —'— HEATING Contractor —'-- Permit No. -- — —— Gas or Oil — -- Rough-in Final �— r—.--'---- SEWER Final DRIVEWAY �J Final -- — Storm Drainagr —y—` -- -- (Rein Drain)Final Sidewalk — — Curb d Street Final Approach BLDG. DEPT.VINAL TEMPORARY CERTIFICATE OCCUPANCY Final _ CERTWiCATEOCCUPANCY Landscaping Toning Final 0 is i. i i