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9735 SW SHADY LANE-9 973 S(,o2 Go SA�.� �? �� iy1�G Al rol u N U 8 ?�T3 O v cn rn u c� N rn �4 NS cTio l�.r_.oTzce City of Tigard Httildl.ng Departsent 13125 SW Hall i•lvd. T.grt.''. Oregon 97223 Inepectlon Line tRec--o-Phone): 639-4175 Business Phone: 639-4171 inspect ton: —�-.— —.�_ --- -------��_�.��_—__— Rooting Plbg. Underelah Mech. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. Sen. Sewer Framing -Bldg. Post/Hearn Mech. Rain Drain Insulation -Plumb. Underfloor Water Line --a—Y— -Mach. Plbg. Date Ped+tentedt Z / Z Z Timet AM PN Addreas s 7 Permit Euildart1 � � � -- --- THR r0LLOWING CORRECTIONS A" REQUIRED: — y r i Date, Inspector,_ _ APPROVED DISAPPROVED 1PPRC:VRD SUBJECT TO ABOVE Call For Rainer. ILI City of Tigard auijd1•'q nepartaeent 13115 SM Ball alvd. Tigard, Oregon 97223 Inspection Lire (Ree--O-Phons)t 639-4175 Business Phone: 639--41•71 :nspectiont _ + Footinq- Plbg• underelab Mech. Rough-in Appr/Sdwlk Found. Pbq. Gas Line PINALt Post/Haam Struct. Ban. Sewer. Framing -Bldg. Pont/BQarn Mech. Rain Drain Insulati011 -Plumb. Plbg. Unrte_floor Nater Line Gyp. Bd. -Mach. U _.Time- AM -____PM Date RequeetWt� ---' .4 Permit #t Rddrese• TMB FOLIX!-IING CORRECTIONS ARE RRQUT"nt Date- Inspector:_� — APPROVED DISAPPROTIED APPROVED SUBJECT To ADM vvv�� Call For Reinsp. INS P4t1 I ON__r9r I Cir City of Tigard Building Department 13125 BM Ball Blvtl. Tigard, Oregon 9722.3 Inspection Line (Rec-o-Phone): 639-4175 Business Phone: 634-4171 Inspection:. Forting P1l>g. Underslab Mach. Rough-in Appr/Edwlk Four . Plbg. Top Out Can Line FINAL- Post/Beam Struct. San. Sewer Framing -Bldg. Post/Ream Mach. Rain Drain Insulntior -Plumb. Plbg. Underfloor Nater Line Gyp. Pd. -Mach. �( Data Rnquestedt�� -� �U ___Timet AN ! _PM 1 Address: t ' Permit 7 Builder:•_ TBE FOLLONI CORRECTIONS ARE ANQDIAZDt u (.[ K_ � 1L�rte- _ � :r� _._ fna ___ _ — —_�.� � C'_.e_t„/<-•1--• e.► , JLC AA J1L/yll. nate: APPROVED DISAPPROVED APPPO`Fl) SUBJECT TO AROVP rh Call For Reinnp. INSpr u-0y OTI.- Citp of Tigard Nuildinq D',.PartSaant Ine13125 Sal naLl 6:lyd. Tigard, Oregon 97223 ion Line (Rec-O-.Phono): 639-4175 IlUa'.leas Phone: 639-4171 Inepect:lon: Footing -- _ --- - Mg. Onderelab Meci. Rough A-in c k�P /Sdwlk Pound. Plbg, TDP alt- Gas Ltne FINALS Post/Beam Btruct. San. Sewer Framing -Bldg„ Poet/da-.m Mach. Rain DraLn LlxulatLon -Plumb. Plbg• Underfloor Hater Line Gyp- 8d' -Meeh. Date Requeetedt - U Tom*= AM PN Addreess Permit 7 THE FOLLOWING ODRUarIONB ARE REQUIRED: Inspector: _ — Date.-f" APPROVED DISA1 PlIOVED APPROVED SUF"Rc-' TO ABOVE Zmli :per keinep. INSrKg ION_NOTIC1. city of Tigard Building Department 13125 SW Ball Blvd. ?Sgarc4, orogen 97223 Inspection Line (Rec-O-PPhonejt 639-41,7/5' Business PhonE: 639--4171 Inspection' Footing Plbg. Underslab Mach. Rough-tn Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL: Yost/Beam, Struct. San. Sewer Framing -Bldg. Poet/Berm Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. ) -!loch. Date Requested: �i� -�L) /1 Tim%/ _�,_AM _---PM Addrese:� e 7A-3 X1171 ' �erioit f: Builder %_ TBE FOLLOWIN0,(CORRECTIONS ARE REQUIRM l .� t ancw• r u Date: f L / -T'<. At PRn�_-1?t� r)T5 1,r'1T.')V'fl n111', )VEh SUBJE-'T TO ABOVE P"r P�i nn1- SIGN PERMIT PERMIT #: SGN91-0021 DATE ISSUED. . . . : 01/30/91 EXPIRATION DATE: S/,�-/q f PARCEL. . . . . . . . . : 1S135BD-00300 ZONE. . . . . . . . . . . . C-G BUSINESS NAME. . : LEGACY H'sALTH SYSTE14S SIGN LOCATION. . : 9735 SW SHADY LN APPLICANT/AGENT: YORKE & CURTIS BUSINESS TAX NO: SIGN: PFRMANENT (:.) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 7 X 6 TOTAL SIGN AREA. . . . . . : 42 sq.ft. WALL AREA. . . . . . . . . . . . . 4400 sq.ft. WALL FACE (DIRECTION) : E SIGN HEIGHT. . . . . . . . . . . i ft. PROJECTION FROM WALL. : 12 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: Permanent illuminated wall sign. 7 X 6 = 42 square feet_. MATERIALS. . . . . . . . . . . . : METAL/LEXAN EXISTING SIGNS. . . . . . . : 3 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : H/A PERMIT FEE: $ 25.00 APPROVED BY: DATE: 01/30/91 A_J Pel Mi.t i..,. CITY OF TIGARD SIGN Pm-m APPLICAT ON lies for a per[rit for the work indicated or as shown ixl t}Ze The applicant her1�Y applies tioIlS• �1 a •in9 plans and specifics X73 � s�J,S zONTNG: - ,:TGN LOCATION ADDRESS: NAME. ( F B!TS11W-3S: ':P PtIONE: �.--- APPLIC,Wr/AGMr: t current on all usiness Tax whish K--t be kep tax? persons City of Tigard i an am"" o p� mently have a gent businesspersons doing business ine,s in the Ci. ;f — . YES ( ) U.L. —- PROPOSEn SIGN: (Check as cony as apply) STANDING ( ) MUMAY ( ) PE�`t� (,�") C _) ELECrRONIC ( ) T ( ) WAILBAILOW a ( ) rf� ( ) BIId � ( ) / I�DwIRATION GATE: SIGN DIMENSIONS: 7"(ff�—jj'j---PIP -�----- TOTAL SIGN AREA (S14- Ft') : a t►� Q Q�— --- WAI J, AREA (SQ• Ft WALL FACE: -�-- F- PRa7EC17ION FRCM MIL: , (( ) TYPE: ILLxMIN WON: YES (X) NO --------- copy: _-- iLil i- �- ExISTING Slat - �—- ------------ N/A APPRCNED ( ) HOW KKK AMINIS-rRATIVE EXCFI'TION: AREA ( ) HEIG[fr ( ) — - W a scale _ ied __--- All sign permits must be aax�4� pIANNIN� DEPAR' M—FM drawing arxi plot plan. If work authorized under Permit Fee: T -- t has not been Meted within Winch' No: �� da ys aftergn the the is�xn of the permit, the permit Arx�'� I''�• r. a _ shall become null and wid. Da.te__ i�• � OF `IHE CAL PEEa1IT I CERTIFY TNAT I AM 'IM RECORDED NO � pROPEt2TY OR AN AGENT A[1IHID ORIZBY YID T[ •�J - BUT-WIN; PERMIT( ) No (�) ppp ica s Signatui e REQUIRED: g1eleph� Address 7.0-"-9 Z. cp/BjWEt 9 N:\WORD\MM[3EV\ .._...5 .la .gz �1-- �r y Q� i r 1 ` 1 CO 7,Ll 40 b� ,PDQ i r'✓ 8 t i LEGACY 104/� ",;�l�o ? 1 , �o". SIGN PERMIT PERMIT #: SGN91-0022 LATE ISSUED. . . . : 01/30/91 EXPIRATION DATE: PARCEL. . . . . . . . . : 1S135BD-00300 ZONE. . . . . . . . . . . . C-G BUSINESS NAME. . : LEGACY HEALTH SYSTEMS SIGN LOCATION. . : 9735 SW SHADY LN APPLICANT/AGENT: ABLE SIGNS BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . ; 8 X 10 TOTAL SIGN AREA. . . . . . : 80 nq.ft. WALL ARSA. . . . . . . . . . . . . 5000 Bq.ft. WALL FACE (DIRECTION) : N SIGN HEIGHT. . . . . . . . . . : 10 ft. PROJECTION FROM WALL. : 12 in. ILLUMINATION. . . . . . . . . : IFT DESCRIPTION OF SIGN: Permanent illuminated wall Biun. A X 10 80 square feet. MATERIALS. . . . . . . . . . . . : METAL./LEXAN EXISTING SIGNS. . . . . . . : 1 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINI5IRAITVE EXCEPTIONS. : N/A PERMIT FEE: $ 7 ,00 APPROVED BY: DATE: 01/30/91 S'G 'y `%•�-v o�Z CITY OF TIGARD Permit No. --- SIGN PETIT APPLICATION /5/ 35- /3,0/ 3� The applicant hereby aPPI for a permit for the work indiC"ted or as shown in the accOn ainying Ply and specifications. SIGN IACA' T0N ADDRESS: NAP'S OF BUSINESS: L— C"��v }�p,�� •_�� _ — APPLICANT/AGENT: IL v&. CU-I PHONE: The City of Tigard inpo,e<; an .annual BLISiness Tax which must be persons doing bLsiness in the Ci po kept current on a.11 �'• YOU Presently have a current business tax? YES ( ) NO ( ) U.I. Label PROPOSED SIGN., (Check as mny as apply) PER1ANENT ( 5O FREES�NNDING ( ) FREEWAY TEM-)ORARI Y ( ) WALL ( ) aTEER ( ) BILLBOARD (�) ELEC IT-UNIC ( ) ( ) BALLOON ( ) SIGN DIMENSIONS: - !D� - _— E�XP170N TOAL SIGN AREA (Sq. Ft. WALL ARFA (Sq. Ft.) . WALL FACM: --- HEIGHT (Ft), PRDJF7MON FIZCK WML: �- IL imINATION: YES ( ) TYPE: COPY; j � MATERIALS: LXISTI% SIGNS: ADMINISTRATIVE EXCEPTION: N/A APP[Zoi I) ( ) HOW MUCH , LIOMFIJTS: AREA ( ) HFIQrr ( ) $ DEPAIZIMFNT -��_---_-----—.- Permit Fee: 2 5 rG All sign permits must be alrued by a scale Race' No• `�� c c- aril plot plan. If work authorized under �By: �_ a sign p��mit has not been completed within nine Date. i 3v q/ days after the issuance of the Permit, the permit}' shall become null and void. ELC: YES QUDU PERMIT I- CERTIFY THAT I AM TELE REMRDED O'.dNER OF THE �: (`� ) PROPERI�'Y OR AN AC;FNT ALUMRIZED Y THE OWNER. BUILDING PERMIT _ I— , ONo (�3 jli �s Signature Tel N:\wr)RD\CC-'!`'mEVN epho ie 0 a' o� LEgACV P �� en tt u - 6�lv ell dw C_ n 1 � � c` .. I I CITY OF T I GARD — RECE.�I PT PflYMENT RE"C F."T I'T NO. :91-11`09209 CME:CK AMC)UNT s 50. 00 IF+Ihf i E31_E: 51CN a CASH AMOUNT PAYM0+ 00 SP I St .auDRE SS ''007 13E POW��L.L. BLVD. St�NT DATE 01 /30/91 lXDIV15I(]N s I rmRTI_AND, OR 9'7201-- 1 +'11FtF`CJFiE. OF PAYMENT AMOUNT PAID PURPOSE OF PAYME NI AMCiLINT PAID 1VN PECiMI'T5�c'�. O0 �_...._...�._.._..�._.___.Y....._ I I I I I � 1 i i t�IV9 1 —00- ;. $Z15. 00 $05. 00 TO,-,-)I... AMOUNI P14IU > 50. 00 Ilormil N(, SIP 187-88 CITY 01- I'TGARD SIGN PE RMI't APPI. ICAIION the Appli(.,Arit ho?roby applips for' A permit. For Lhv work indicated or Au -shown In Lho accompanying plans and specifications COIGN LOCATION AODR[S�, 9735 SW Shady Lane I ON1 NG C-G NAME OF BUSINESS: Good Samaritan Medical Mall APPLICANT/AGENT: Linda Lewis COMPANY: Oregon Sign Corp. 111IONE 233-9971 The city or Tigard imposes an annual Bu3in(213ti Tax which must be kept currant on all persons doing business in the City. flu you presently hove ,a k urt'Ltnt fill., i PROPOtJED STEN: (Check as many as apply) PLRMANLN-1 xx) FREESTANDING FRI I WAY TEMPORARY WALL. FLI-f.,I RONIC 01 Hl*:.R BILLBOARD BAI I OON SIGN DIMENSIONS: 6' 10-9/16" x 4' 61' EXPIRATION DATE: TOTAL SIGN AREA (�4' . Ft. ) : _ A2prox. 62 WALL AREA (Sq Ft. ): _N/A WALL FACE: NZ A HEIGHT (ft) : 61 10-916" PROJECTION FROM WALT_ ILLUMINATION: Y E s, ( % NO j TYPE: Internal COPY: Good Samaritan Medical MALL Immediate Care Clinic (departments) MATILRIALS: Tuffac (plastic) EXISTING !3EGNS: Wall. Signs --2--freestanding signs. ADMINISTRATIVE LXCEPTION: APPROVED N/A [xi AREA C I Hul(mil HOW i,l COMMENTS: See SCE 88-04 PI (llNN1.NG.,0,U.PA_R_T,MI_NI All siyn pormil.s must bo r4ccompanio(j 1,;y 4 kit .411.,litj Permit Fee: $25.00 and plot plan If work authorized under a sitlis livr till _RY.,ceipli, No it ,' hAs noll, been complotud within ninoty days at'llot I lit- AF)Fir-oluod NY , DS issutiance or I.ho pornii I , t hi, por-ftii 1 Isot kinio tit,I I 1),4t (" 11/9/88 14od %/,liii f I I C I R I col ISI w I I I CERT IFY THAT I AM THE RFCORDFD OWN[ R of THE 11110111 R I Y RI (I'll I!I'll D: YI " ( ) Rill (XX) OR AN AUNT AU1HORIZL0 BY till CUNIR 11011 DING PI I?M I I y No (xx) n1jr)I I i:,Ant.' s I,,i griall.tit-is Address W Will 1'rrmi t No. SP 188-88 C1TY 01 FIGARD SIGN PERMIT APPLICA-1]ON II'r, I I nl lu�r by App II for a permit for' th-, work indicr+ted or .it, ih4rwn Irl Iho arrumpany+Ir) il I,An and specifications SI .,N t OC.AT 10N ADEJRI 9735 SW Shady Lane __.. -_ ._ ZONING- c-r, NAME OF 811!;INI=SS- Good Samaritan ►,e.dicRl Mall APPLICANT/AGENT : Linda Lewis _ COMPANY: Ore PHONC: 233-y971. The City of Tigard in+poses an annual Business T:tx which must be kept current on all persons doing business in the City Do you presently KAvo a ur•rent. business; Tax? PROPOSED SIGN: as many as apply) PLRMnN[N I (kx ) FREESTANDING ( x4 FRI_c WAY ( ) TEMPORARY ( ) WALL. ( ) [-I I:�:I PON IC ( ) 01 HER ( ) BILI BOARD ( ) HAA I OON ( 1 SIGN D'IMENSIONS: 416" x 410" _ EXPIRATION DATE. TOTAL SIGN AREA (Sq. Ft. ):i_36�, ft. WALL. AREA (Sq. Vt.) : _N/A !__ _ WAIL FACE: _ N/A HEIGHT IGHT (ft) : _ 6'_10-9/16" PROJECTION FROM WALL : ILLUMINATION: YES ( xx) NO ( ) -IYPE: _Internal COPY: _Good Samaritan Medical Mall, Immediate Care Center Entrance, Employee Parking MATERIALS` Tuffac (plastic) --- ----- ------ EXISTING SIGNS: Wall_Signs 2 Freestanding signs_. --.._ _. ADMINISIRA-[IVE LXCEPTION: APPROVEU [ N/A [X)g AREA [ ] HEIGHT [ ] HOW MUCH COMM[_NTS: See SCE PLANNLUG DI:PARIMINI All sign pormil5 mu0 bre .+rroiupaniod by sr .+lr rir .uu r I Pc1rmit I- ov $25.00 and plot plan if work +(.Ilhor'i/od un+i,.•.r a x6311 I-rmlI Rot:tlipl No f -� y �. has not. been comploLod within ninety Mays 41`1,41!' Ihr nI proved I(y. DS i-.lsuan(•r of I.h(, por•n►iI IIIc pvrIII i ;hall brc0unr 11411,1, ! D,+II, 11/9/88 41"Id it,,i,1 I I IcIRII:AI PI RMI I I CERTIFY THAT I AM THE RECORDF0 OWNER OF THE 11RO14 R1 � PI (01111'.1 11 YI ( ) Nu p(x I OR AN AGENT AUTHORIZED E)Y lilt oWNER Illl111)1RIG 1'1 PMI I RI (011 11141 I) Yl s ( ) NO (Kx ) n[►pI i canI ' s S 61f ,AIli r r Mldrrsy -- --- - I rl •( hr•nr .i JY ll► "sC.......p ... I>p r n1 i L Nis SPTU L58-8,3 1:11 Y Of 1 LUARD SIGN PCRMI I APPI_ICAI IIIN the applir..arlt hor-oby .Applices for a perrmil for 'Al" wi,rk Irid ilatmri or 44 •Ihuwrl in the ac company j.rig plans and spccifl.cations . SIGN l.()('n I '.0N W)ORFSS: 9735 Sw shady Lane _ ZONING: C—G NAME 01F t;()MPANY Good Samaritan Medical Mall — _� _._._____._-------••_-_ '. APPI II,AN I/nuF_N I i_ Janine Johnson_ _. 229_7947 The City of 1 igard impusUs Mr1 <Annual Business Tax wlii.ch niwit. by kept cur-rvnL on all per•son� doing business in the City. Do you pr•cesoriLly h,,Ivo a current Business 'tax? Yes PRO110SC0 rc:;lu PERMANENT ( ) FRI I s I AN11ING ( X ) I FMPORARY (X ) WAIL ( ) Lil L.L_H( .,<D c ) S LGN D LMF.N�j LoW.;: _ 3' X 3' TOI AL SI(-,N AREA (Sq. f l . ) _ 9 PERMIT U(PL2E.S WAL.1. AItF.A ( q. ft. ) : ` /A NOVEMBER 2011.933 HEIGHT (f t) : _...__. _. 3 _—_— PROJU;1 ION: _. _ /A IL.I_UMI:NAUON: Yf-S ( ) N0 ( X ) COPY: _ Employee Parkinca Only Patient & _Visitor 2arkina MAI ER;ALS: wood ___---_- k.XIST LNG �;t1;N5: 2 _nonronformi.ng freestndg- igBi__._ _.....__. UIHCR PF wll fS RfwlliRI:D: YFS ( ) NO ( X ) __...._.._.. _.. .._ _...__. __ COMMFN1 S: Sign is one-sided and_.will._go a ..westgrnmoat en_ 4ll�e.&_8i9n_cannot_ _._exceed 3 feet in height at_rgp.osed location.___- 11I_IINN1Nt; Dt 1)(0?!M1 NI 111 I irlrl peI III l.s, 1111.1"l hr• ,o crrmp,+rlII'd thy •, Pr2rlllit. lop: __$_10.00 ,(Alp dr..awi ln3 .and Lllul pl.erI If Li,ork ' Itpcpipi 1.No 100803 ,autFIori/prl under cl s; icln prr-mil has; nrr) hpl•r1 Ilppruvpri Hy . DS 1n1111, lplpd wilhirl 11111'.14 rl,ays{ allr•r I1,.• D.4Lp 9/21/88 i tssl.1011, p 1'l LII+• Irr•r •u1 t lhi. per nil hr•r ,111u• IIlil I .a1 Ir1 Vnlri I (:I R I I I Y 111/11 I lir 1 111 Ill 1:111 111 I I oWNI Roil 1 111 i,uo I R I Y 1)It AN MA N I 1'11111% I ;1 D BY 1111 1naidl N 1'11(1 11,,1111. v Zw u • I' Nif.II;1Y ..i r � I �y ti. n�..nl•(/� Ro1c!W-Pp howl ew+n V4%4 O.Mr JL4 ■.., v P►►�,..r._. •- ';"n�.�/fi� b9 C1�POS. A71�'• SITE PLAN ---- , ------------- DOD SAMARITAN IMMEDIATE CAR[ AND MEDICAL MALL PROJECT DATA LEGAL DESCRIPTION 1re1...c... c..1•. .�� • •.��.'1 11.11 �Im of I . � � n•.e .tee .n , . . SIGN TO BE EMPLOYEE SET UP AS PARKING A-FRAME - ONLY FREESTANDING AT FRONT OF CURRENT ICC PATIENT & PARKING LOT. VISITOR PARKING SPTU 159-88 Uly ofUGARD SIGN PFRM11 A1)1)L1CA11ON the applic.,krit heroby applies For a pstrmit for Oice wurk indicated ur its shown in the accompanying plans arid spec ifications, S-U-;N LOUAFLON ODDI?EsS: SN. IONING: C—G NAME Of COMPANY. Good Samaritan Medical Mall APPLICANT/AGENT: ___janLr-LGL Johnson 229-7947 The ity of I igard imposes an annual Jusiness 1-ax which must be kept. current r-, all ppir-sons doing business in the City. Do you presently have a current Husino-is lax'f VIE RMriNE.N I rRLvs RANI)ING I(-11.1)ORARY (X WALL. (X ) Banner.- SIGN 0US 1MENON : BILLBOARD TOTAL SIGN ARLA (Sq. fL. .) ! 4.5 WALL AREA (Sq. ft- ) : HEIGH1 (ft) : PERMIT EXPT.RESI: PROJECIION: ------ W)VfTff1ER 22,1988 ILLUMINAFIoN: yEs No (X COPY: Immediate Care Center (arrows) MATEPIALS: LXISlAG SIGNS: ;).nonc.OnfLU-1:ling—treeatanciincI siqn-,q WHER PERMITS REQUIRLD: YF. No ( X COMMENTS: Two 3mal".amer---vill-co-v-er- ..wpy_.Qn_w.eaterrimQ�t -freestanclitig sign. III hNNING th I)OR I Mf N I sign pvtmiLs must. be AcL( mpm)Iv(j Permit b YFEae: sc.ali- d raw i i iq .311 Id plot plan. If wi Irk NO 1.00803 -4110-ri,,ud under- ot sign pur-mil flip; n(i I blln f'PPr""I 1)y. DS I.()IIIp I I-h'd within n i nof d,.Av% *II 9/21/88 j !i!m.4rit (, (if Ow pi-r III i L, 1111, F)v t ILII t sh'.4 I I hi.. 4,1111- III I 1 1 .41111 vi)i H I CIN111Y 11411 1 f)M 1111 NWORM 1) OWA111" 01 1111 I)WO11141Y OR nN AWNI AU1jjt,ij?jv,jj) I1 1111 j,t4j%j, R Op el' IN 6o** r�r N I do o J �M ae m T a 1 fa e L, ' W N Lr1-5 . I i I 1 I►; I HOULSrc 1725•:.�1 rt 800(D@AohWo UO goOORMO ;. I ! ,ARRoLd +' ' � �1 1 1' I If �1 i 1 I 1 I ZAMej !I � a I Foo-n►Y - o ' I 1 Ioh I 1 i V J�- ..: FR �TAIJDII�J6- gIGrU��XTRt�h�D .4Ll�M. G/�. �.- 14 M(nd7 I I I , 9?3T :�W. sMMy LME + I I rl I 1 � I � I I lkl5TAL-�- or) c-rx 151; Fon riN6- ' I I I l Vy I1 ^ I ;I Ali HOURO ._._ �0��0�0 0 90 I II r I tl I E i ' i. • I Ij II I � � r I 001PAO II i r u I _ A A o a c a a , I I d I �J;I AL L O}J �� 41� f OOT1 c • ' I I I � I I I � I �1 D SES.• FRS OTANJv J6- g16Ax TRUMP IMMEvAM WF, C.Wr4EZ " /off/.�l" I%y" � I r 1 � Wadoo(n�� r rm KEb I A CAM I A tMA IN 46 CeNTiR ` 1 q735- 5 W SI+Aby LAW ; it .r I I I 1 I I � I 1 e IK5TAL1- 0 C_X 15r. F TING • r I � u I h e 6 , b ' y 1 - �,f .eo'.. -- :.-cam c •n�...s.. dpi '1LT ' H , L ta• — IM �._.. 1.0.j .». .eJC/Q asW d trN i i 1 �,,� �� 1 1 I \ —•�, of ., I I/ .i r4�-141 i1//ISMasrs7 Ri1+6t O.'W e• I I M P491M QYH AK.M r tYVJIC► t I� M OMIM VCr.N 1¢/:LM n rp.0 SITE PLAN I �DOD SAMARITAN IMMEDIATE CARE AND MEDICAL MALL ' PROJECT DATA LEGAL DESCRIPTION rrasrr* -.a ....,�.... ,...n,..f ,..,. ,., ., .,� snur••curn oe e.r. e.••wuq rwe ene en•ny s..n., .• • .. r•.w, los. r.r. sit. uc. 7f, r.7.e.. e.7.r.. i' r.lt. ••f n,ngt�n�u. Urev�n. SIGN PERMIT APPLICATION COF TIGARD hate , ,i �_ �g�}� No.X5:3 The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 97 ,w ,h"ix APPLICANT: Owner LesseeAuthorized Representative NAME/COMPANY la a S;i i, Tel. PROPOSED SIGN: Freestanding - Wall - - - - - - - - "- - - - — SIGN DIMENSIONS -- --- Projecting ____Omer PROPERTY FRONTAGE AREA HEIGHT WALL AREA MATERIAL _. t_ E't'3_1.wf'lF�stl�; - COST �� ZONING DISTRICT ILLUMINATION lr�' COPY - COLOR . EXISTING SIGNS: Freestwiding Well DR8_ COMMENTS: _ .-_ Projecting _ Other All sign permits must be accompanied by a scale drawing and plot plan. If work authorized under a sign permit has not been completed PLANNING DEPARTMENT within ninety days after the issuance of the permit, the permit shall become null and void. Permit Fee 135Uo Approv . E (W Applicant's Si nature' Recei t Ro -� - Renewal Date ---- Address Telephone -"- f � 3 �' ov l �a e),_V 0 SIGN PERMIT APPLICATION of TIGARD Date ��`�—. i9 No. 0747 The applicant hereby applies for a permit for the work indicated or is shown in the accompanying plans and specifications. SIGN LOCATION ADD7SS: ��"7 APPLICANT: Owne��1 Lessee .� Authorised Representative NAME/COMPANY Tel. -- - - - - - - - - - - -- - - - - - - - - PROPOSED SIGN: Freestanding Wall P ojecting Other SIGN DIMENSIONS ._ AREA 29 HEIGHT WALL AREA ` PROPERTY F ONTA�E , T �2ONINC DISTRICTt�' � � =. - � ILLUMINATION MATERIAL �1•�'`�'f COS $'.1,��,_�/._ _ COLOR _ COPY DRB 1 EXISTING SIGNS: Freestanding Wall _ Proiecting _ Otf All sign permits must heacosimpanied by a scale drawing and plot plan. If work authorized u'rfder a sign permit has not been completed within nirraty days after the issuance of the permit, the permit shall PLANNING DEPART ENT become mill and void. Permit Fee Ap_pr !�__ Applicant's Signature Receipf -- Renewal Address.---� "telephone SIGN PERMIT APPLICATION COF TIGARD Date lhlohat. 4_—, 19114—. No. 4LS 3 The applicant hereby applies for a permit for the work indicated or as shown ',n the accompanying plans and specifications. i SIGN LOCATION ADDRESS: 9135 _;w Slum{ ( s arra 4J . a APPLICANT: Owner Lessee Authorized Representative o NAME/COMPANY - -Lood Saul--- - - - - - - - - - - - - - - - - - - -TeL� - - - - - - - - - W PROPOSED SIGN: Freestanding _ Wall _ (l� i Projecting Other SIGN DIMENSIONS AREA _ _ HEIGHT _ WALL AREA PROPERTY FRONTAGE _ COST J5,Z 111 ZONING DIS'T'RICT . ILLUMINATION IMULULI MATEnIAI llclnl l'lant.ic COLOR COPY ter—. __ DRB l �o EXISTING SIGNS: Freestanding -- Nall _ Projecting Other _ COMvJ1NTS: dncr�cirit ir�_";,11rc 0 All sign permits must be accompanied by a scale drawing and plot i plan. If work authorized under a sign permit has not been completed r PLANNING DEPARTMENT within ninety days after the issuance of the permit, the permit shall become null and void. 7 Permit Fee 13' .11tl f-r��'� 'r..�/<�� r.�:� (C"c , ,' 1r 14-(4vrrr<e.. Approvbd E l Vi Applicant's Signature Receipt O. c/S � 41 h. V d ' - __ 0 Renewal Date AddresselT ephone c� M* + -� -kms-mNi)-(K6- , �� s �ow. SIGN PERMIT APPLICATION COF TIGARD Date — _ 19— fJo. _�JI:` The applicant henoby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 9735 5W gh,dy Lane APPLICANT: Owner etse� .�___ Authorized Representative NAME/COMPAN�� c oPi�sraphics �� __. Tel. r}-22 _ PROPOSED SIGN Freestanding a Wall Projecting —Other _ r SIGN DIMENSIONS .x'11 : 4"`� . AREA a� �� - HEIGHT - ' ' _ WALL AREA 32Ft. PROPERTY FRONTAGVI'nrox• 502' COST 2658-00 ZONING DISTRICT ILLUMINATION . MATERIAL cedar COLOR i 'rk. rcrrr, 5 tnt, COPY _ Tnrl-1.1 Ranitorn DRS EXISTING SIGNS: Freestanding _ Viall . Projecting _ Other COMMENTS: All sign permits must be accompanied by a scale drawing and plot plan. If worN authorized under a sign permit has not been completed -- within ninety mays after the issuance of the permit, the permit shall PLANNING DEPARTMENT became null and void,� f,1 ` Permit Fee — fd �'l f "'r. Approved Applicant's Signature Receipt R-o.�i _ (� .1 �/ �/G✓ Renewal Date _ Address Tel One `� ;"�,�of ••• ,SS.1•-!\ r••" r )�" !l 42,j P1. �.,^•,::. ..•„tllk dtl,�}+¢'dt'a.. r 'x. ,` x,9'�,/.: �u^,Krv,,•�rds,. veF '�[N �',,,!�ti r+!r• Y^ti v,,,, . "�,' ;"'',� ;�?�,:.” rq�`",� "",'vy,,i,�may,..` y�f,„r:u „t�:d`�,'�.'�`'�.'3'��, ��' Via'' i�'.�('��S'�4 r+r�.�,a• ,I� + ,�1 .o�ry�'�y5uy '``,� � ;lad, a '�/�!, ,.4h ,•��.. ,.filo 1=. � .t V a ,1N '7iy ' '�y1'.•� .,�r •Af'.r'''' v iN'.•.� t ,'�rN' �"*{� �i.1�"�,fJ, �}. • iN .(�.� d7�'y`1 'i'" {r: i kra 7 �R �►' iN'.tiv k: 1 a �lAu+ ''""'HlIN1`:,'(� �"yy} �,;"Mflh,��1W" til ,�'.�N� •��'4.►1 el �.P �� 1 +11►t►y�n' Y h!► ,�`'•. 1 3• Ir ' ,lig �IIIINi'' �I,�r. Yj,t�O{=►l ��, Q�► ,� ,� 1! I,,�� Illr�4y��a, ��a .,tiyi� Q ILI .,� +� � � I. .,,,, ,.�'n hr 41.0 1410 �.� OF OCC( T �{ 7 .•y y: .Ji. ft'r� I.. �►J V p R • '� Ir r�r COO CITY OF TIGARD � �;r jL z OREGION e' { ► �`,'I. Owner: _ Prenderoast Moore Co. �- - Permit No. 294_4 _ .•'r,`;, �i;+y �^ `I Address: P.O. Box 23516LTigard_� Building Address: 9735 SW Shady Lane__ ' '1►�.:::,`I Malt' a 1 dk,'4A 0ccu anc P_—Land Use Zone: C:: Bldg.Type 5N–Fire Zone:? ' Myo ''•_+{;'�' Comments:– -- --- �hid 5'p}•,Iiljit I It+,V `'r •� VA 19th 8 0 ��.. •I�1,.�•, Certificate i:; hereby given this day of September,, 19 that said building may be occupied and that it N,2 Y., complies with all requirements of the Build- ing uild ing Code for the City of Tigard, as approved ' t by the Til;a+-d City Council. t, 'i1,�z 1N I Al V+- ng Ins actorBuildiag Official I 3 Ii�`Iri+jar Post Certificate in Conspicnuum Place a ,. > 1••,.. `,... .I A "l ( i• hf•aY",II U ` Si r r' ;''/I. �+f U1 \1► ,.;. rt i r. ,t, .,,I,tl3, ., uiifa f �N }�• h "� li' 4=� � ��.lilt � � " 1�► hS,►' �11,��"- p�N��`. ,i• "'( ) '( ) `►+}t Y � "''� �v'�, ►+n► � .a 1►lt/r , .,. •�' ,Z� ��i+ tl kK A ,tl ••� P 1►�9♦ ,,��}y�,y {�y ,'` h rI11.i `6+111►°, .:+�! �k! � "`,�.,�n A► 1�, _�k. 'j1I..,,,'y lu ,,5.� y 1�•�_��twl yq, � R,gIN'' wI1Nt ,tSt.- tla, 1�IW.+6' IMt• �rg-•N:'�77;t, �� .�" 1! .I'r S.frit Y,... � �51 �Y,..SSr.I(p.,,1 �. '1 w'1 %•ti'� 'Y' � �',•�j,.Q',r. C '.s+1 9 S��fI.,I"M ;� .�:+1�! .}. , {►;+"� � r 4�,h �.�,` ! iiiyi�•r�..� 'S'�i.}.•/t., � s?� 1i1 �' off AN ��,YIp' � ^Mlt.� `i(( � '�•' •�, �� !` � °��;+!t!`r '�;' �y� � ,1, '•Y.Y. Y,. ,7.�'' •4• �}.a al,... ..� �q+;.,�,l ut..,y., ar•L.rM '4'. � ' d1. �:' '"••..,•'......•nom'"- y .�i� ",�_ t+�.:�1 W•1.�'� � •J .. Vr' k/" _,Oa.. ♦� 1: � Mr �'k.y.M�i1' •_'�, h.•'w `/-' ��'� `yyr w•d' n•......x-' .��.��`�+,.... ��...-.ice'' �+ �-_:'�.� � � �'�..,,`J�� =iii�.^.��'!�.�-� •nnu iti u!w �J *Go'..`! I 0 3• ~� 17880 S W. Blanton St. { Aloha, Oregon 97005 503/649.8577 ST May 1 , 1980 Mr. Ken Andrews R. A. Cray Construction Company P. 0. Box 23516 Tigard, Oregon 97223 Dear Mr. Andrews : Re: Tarbell Realtors Regional Office Building 935 S. W. Shady Lane The revised floor plan layout for the first story of this building which was recently referred to this office by the Tigard Building Department has been examined. This new layout, insofar as fire regulations apply, is hereby approved. Please remember, however, that all regulations re•- lating to fire resistance of construction, fire door assemblies, etc, as contained in the previous correspondence concerning this project continise to apply. Very trul ours, a WASHING COU TY FIR D T ICT 0, 1 Wilburn Dodge Fire Prevention Bureau jc.c cc: Ed Walden F ire prevention does not cost it pays ,SII ~� 17 880 5 W Blanton St Aloha, Oregon 97005 503/6,19-85-/7 April 8, 1930 Mr. Roger Gjerning Lewis Electrical Contractors, Inc, P. 0. Box 637 Wilsonville, Oreqon 97070 Dear Mr. Gjerning: Re: Tarbell Building 9735 S. W. Shady Lane Regrettably, when I discussed with you over the phone on Tuesday, April 8, 1980, the permissibility of using the ceiling spaces in this building return air plenums, I failed to remember that due to the instability ofsthe exterior walls above the window lines the general contractor is placinga copious amount of wooden bracing within this otherwise noncombustible Accordinqly, it will contain combustible materials, it cannot be pace, return air plenum, used as a Also, when I attempted to reach you by phone and ultimately was unable to, I called your main office and talked to Darrell . He mentioned (and I failed ` to take cognizance of this fact during our telephone conversation) that since the space in question will also contain wiring which is not approved for ducts or plenums used for environmental air it would dthe use of the ceiling spaces as plenums (r Code). ef: Sec. 300-22 PdationalEle�trical Thus, because of these two condition: i .e. wiring method) , I have no choice but to retrathe ct mwooden b racing and the _.use_Q the ceilin s aces as a HVAC system return. I am approval ha the uninte' 611. given you wrong information in .orry for having this regard. Veryjt tt y yours, ` WAS.6dNGIO NTY FI iS ICT 0, 1 y; O hi IL bu rn Dodge Fire Prevention Bureau JCC cc: VEd Walden t�tevenhon dips nut cost it pays MW MIKAUWALXWPWAN"'A s 1 �lyGT4/y C 17880 S W Blanton St. 1A► Aloha, Oregon 97005 • 503/6.10 8577 ti D15T. 14ri1 4 , 1980 Mr. Ken Andrews R. A. Gray Construction P. 0. Box 23516 ligard, Oregon 97223 Jear Mr. Andrews : Re: Tarbell Realtors Regional Office Building 9375 S. W. Shady Lane For the record, and in confirmation of our discussion at the job site on Friday, April 4, 1980, penetration of the two layers of gypsum plasterboard applied to the bottom chord of the trusses (which forms the fire protective membrane for all the structural elements above) by the wood framed wall bracing, is not acceptable since it violates the fire protective envelope. We must all fully understand and stress that due to the height and area of this building it must be of 1-hour fire-resistive construction throughout, continuous ire-res ii t m Ceilings which form a emmane must not e penetrated by wooden framing elements or in any other manner which would Jeopardize or weaken their ability to resist the ravages of fire. Both Mr. Walden of the Tigard Building Department and I feel that we exercised a degree of tolerance more than what is perhaps prudent in accepting the method and construction of the recesses in the truss space for the air handling units. In short, we have really laid our necks on the block, so to speak, for you in that instance and we do not intend to further jeopardize the health, safety and welfare of the future building occupants in any other manner. Accordingly, I trust we will receive your full cooperation in the repair and replacement of the breaches in the fire protective envelope and that in the future if you intend to deviate from tine accepted and approved plans, that You will contact us beforehand to preclude the development of conditions which are in violation of the fire code. Very t / ly ,,ours , �1 WASH SON NTY FIRE fSTR CT 1 Wi burn Dodge Fire Prevention Bureau jcc CC: Ed Walden ; .(rntion does not cost !y, ,TON 3 ~" 17880 S W Blanton St Aloha. Oregon 97005 a�c�oM 503/649-8577 4 DIST. March 20, 1980 Mr. Ken Andrews R. A. Gray Construction Company P. 0. Box 23516 Tigard, Oregon 97223 Dear Mr. Andrews : Re: Tarbell Regional Office Building 937; S. W. Shady Lane T'^ cinfirm our telephone conversation of March 19, 1980, which followed the "precover inspection" of the first story of this project. In the first instance, it is required that approved and stamped plans be maintained at the project site at all times any work is being done. As it now stands and from the drawings which I examined at the time of the inspection, Mr. Warren is at a distinct disadvantage because he really does not have the accurate plans of the construction of this building. Particular reference is made to the drawings and related material which accompanied Mr. Kurt R. Jensen's letter of December 14, 1979. Also, my greatest concern is with the construction of the elevator shift. It is required that all vertical openings be enclosed by full one-hour fire-resistive construction which means that the fire nrote: tive membrane must sheath the entire exterior of the hoistway. The completed framing method, as it now stands, precludes constructing a qualified one-hour fire-resistive shaft enclosure. This issie must be resolved in a satis- factory manner before the interior finish to the building shell and core is applied. I ire prevention does riot cost it pays i Mr. Ken Andrews March 20, 1980 Page 2 At this moment (i .e. at the time this letter is being written) , I do not have access to the plans of record since they are at the Tigard Building Department Offices. In any case, they should be consulted very carefull as regards c fTr t the elevator hoistway. y Very ly yours , ► � TO COUNTY FIRE DI RIC NO. 1 Wilburn Dodge Fire Prevention Bureau t jcc cc: Kurt R. Jensen Prendergast-Moore ,.Ed Walden SIGN PERMIT APPLICATION COF TIGARD Date i190No. 38 7 The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 973 ,SW Shady lzane APPLICANT: Owner_______ Lessee Authorized Representative xx NAME/COMPANY MAKTI ratios. SIGNS,_ _ PIC. 245-723�� _ _ _ _ _ _ _ _ _ _ _ Tel. PROPOSED SIGN: Freestanding Wall .x Projecting --Other_ SIGN DIMENSIONS _c_. „i ;° _ AREA "3A 'q u HEIGHT 34' _ WALL. APER 57,' PROPERTY FRONTAGE COSTL12G2. ZONING DISTRICT ILLUMINATION 6G ma MATERIAL PidaTIC i, 'UT 1. COLOR wt�r�� a .n COPY _Z'.%{DELL IL ALTORs - EXISTING SIGNS: Freestanding Wall ProjectingDRB_ COMMENTS: Omer All sign permits must be accompanied by a scale drawing and plot plan. If work authorized undsr a sign permit has not been completed PLANNING DEPARTMIT within ninety days after the issuance of the permit, the permit shall -- become'null and void.Permit Fee _Approved � ��HPAlicants Signature Rec !pt NO. 10175 SW Harbur3G6b rRenewal Date 24.x--7. 3_�____ Address Telephone ° i 1W asr w +er ssit w w Ase SIGN PERMIT APPLICATION COp TIGARD Date F3L --, 19_._. No. 0 The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: i APPLICANT: Owner NAME/COMPANY MI(T i SROes�e@zrr7s,irlc. Authorized Representative ''{ - - - - --- -- - - _ _ - - - - - _ — _ Tel. 14s-72I PROPOSED SIGN: Freestanding Wall — -.s. — — — — '- — — — — — — — — - — — — — — SIGN DIMENSIONS V xln'6" — --- Projecting Other PROPF..R TY FRONTAGEAREA 1`�8 Gg ft HEIGHT 36' WALL AREA 2i92 1 ftCOST$41Gp2 ZONING DISTRICT r MATERIAL - X1U�VAL & PLASTIC ILLUMINATION � rAREI'M R}J\LS — COLOR W'IITE, BUIC'K RF"Tum COPY _ -- EXISTING SIGNS: Freestanding Wall DRB _ COMMENTS: Projecting Other All sign permits must be accompanied by a scale drawing and plot plan. If work authorized under a sign permit has not been completed r_Recei NNING DEPARTMENT within ninety days after the issuance of the permit, the permit shall become null and void. , it Fee _ 3 roved — e ApP11icent's Signature t o. 1 10.175 sw Rai bur 5"It 306b 245--7235 Renewal Date A dress If tel elephone l I CITY aF TIIFA D WASHINGTON COUNTY,OREGON March 3, 1980 Mr. Ken Andrews R. A. Gray Company 11445 SW Tiedemann St. Tigard, Oregon 972.23 Re: Tarbell Ruildi.ng, Shady Lane, Tigard Dear fir. Andrews: It. has come to the attention of the Building Department, City of Tigard that certain plumbing being installed does not meet Code requirements. The following will be required before any plumbing wu.ck dcne in the building is covered up: 1 . Per Sec. 306 - Plumbing Code. Furnish complete set of Plumbing Plans and drawings showing location, installation and specifications of all plum5ing, piping and sLIpports. 2. Sec. 309 - Workmanship. 3. Sec;. 313 - Independent systema if required for tenant use. 4. Sec. 31.6 - Hangers and Supports. Attention to sub-Par. C (1) and (2) . 5. Sec. 318 - Inspections. Yours truly , 0gaea E. T. Walden, Building Official City of Tigard ETW/pl cc: Building Supt. • Western Plumbing -- ---- 12420 S.W. MAIN P.O, BOX 23397 TIrARD, OREGON 97223 PH: 639-4171 --- CITY OF TIGARD P.O. Sox 23397 12420 S.W. Main Tigard,Oregon 97223 February 29, 1980 Mr. Ken Andrews R. A. Gray & Co. 11445 SW Tiedemann Road Tigard, Oregon 97223 Dear Mr. Andrews: With reference to three stary building at 9735 SW Shady Lane known as the Tarbell Building, yuildi.ng Permit #2944 dated 9/26/79 is for building shell only. Plans shoeing all details required to meet structural , mechanical and Fire Life Safety Code shaj.l be submitted to the Tigard Building Department for approval, and Building Permits secured for all work. Two (2) sets of plans are required. As of this date this office has one set of details marked SKI and Sk2 typical ceiling assemblies and revised core area , and Sheet A-8 of 13 shou.ing stair elevator sections which were to Fire District One and thence delivered to this office, We pre,also have two (2) sets of floor furniture and partition layouts forman floor and second floor. No details, dimensions, or fire walls, (if required) or existing requirements etc. are shown. This is to notify you as of this date - no field work will be done or approved for any part of the building other than that shown on the approved plans under Permit #2944, until this office Inas received approvable plans, specs and permits are issued. One Plumbing Permit has been acquired by Y Western Plumbing, However, there have been no inspections requested for any plumbing above the first floor. There is no Mechanical the job. Permit or pians for Please furnish two (2) complete sets of Construction Plans for all work other than that shown on Permit #2944, Yours truly , i /F0!6 T. Walden, Euilding Official City of Tigard 4 Yt4� w... V' Q r- 17880 S W. Blanton St. Aloha, Oregon 07005 50X649-8577''n �►-r ` 'IV February 29, Mr. Ken Andrews P. 0. Box 23516 Tigard, Oregon 97223 Dear Mr. Andrews : Re: USDA Tenant Space - 2nd Story - Tarbell Realtors Re;ional Office 311g.S. W. Shady Lane at Gr•eenburg Road The floor plan drawings covering the development of thi; tenant space wer., received in this office with your letter of transmittal on February 25, 1950. We regret to advise you that we cannot auprove these plans for construction since the exits from this tenant spice are not adequately separated one from the other. That is . office suites having a potential occupant load of thirty or Wore are required to be provided with at least two exits which must be separated one from the other by a distance of not less than orie-hallF the overall diagonal measurement ;,f the office suite, measured in a straight line. In the case under uiscussion, according to our calculations, the required distance between exits is 66 feet. Although the exit door from the laboratory leading into the corridor is in excess of 66 feet from the exit door leading into the enclosed stairway, the laboratory to corridor doorway may not serve since exits are not permitted to pass through kitchen; , storerooms , rest rooms , closets, or spaces used for similar purposes. In this instance , we 1•iould consider the laboratory to be comparable to a kitchen. ror• your further information regardinq this matter, we invite your attention to Section 3-02 of the State (uniform) Building Code. Also, for your further information, we are listing as fellows applicable requirer^tints for which vie found no provisions in the submitted plans: 1 . The exhaust duct which serve the laboratory fan must be enclosed in a shaft of full one-hour f irk' resistive constr,:ction frog, the point where the duct penetrates the laboratory ceiling to its termination ahove the r^of line. (ref: Sec . 1,706 S.3..C. ) Fire prevention doe:, not gust it rials Mr. Ke.n Andrew: u I1w4 RECEIVED 17880 S W Blanton St. Aloha, Oregon 97005 E: W �9�0 oeieo� 503/649-8577 CITY OF TIGARD IS? February 20, 1980 Lewis Electrical Contractors, Inc. P. 0. Box 637 Wilsonville, Oregon 97070 Gentlemen: Re: Tarbell Realtors Regional Office Building S. W. Shady Lane at Greenburg Road, Tigard, Oregon The plans, dated January 21 , 1980, for the installation of the HVAC system in this building were received with ,your letter of transmittal of February 7, 1980, and have now been examined. In the first instance, we wish to remind all interested parties that due to the area and height of this building it is required to be one hour fire resistive construction throughout. Thus, any penetrations of a fire protective membrane, whether it be walls or ceilings, must be fitted with fire dampers. In order for the ceiling/floor and ceiling/roof assemblies to achieve a one hour fire resistance rating, the architect has specified that the bottom chord of the light wood frame trusses be covered with two plies of 5/8" Gold Bond Fire-Shield Type X Gypsum Wallboard installed perpendicu- lar to the framing. The base ply is to be attached to the wood framing with 1 1/4" drywall screws or 1 7/8" 6d cooler, box or Parker head nails spaced 20" (maximum) on center and the face ply with 1 7/3" drywall screws or 2 3/8" 8d cooler, box or Parker head nails spaced 12" (maximum) on renter and in addition, with 1 1/2" Type G drywall screws 2" back from the face layer butt joi►lts spaced 12" (maximum) on center. Base and face f Vitt?pre' Irl does not com it pays Lewis Electrical Contractors, Inc. February 20, 1980 Page 2 plies are to have joints offset a minimum of 24" Face layer joints and screw heads, are to be covered with joint compound system, all as set forth in Report No. 1352 from the International Conference of Building Officials. From our interpretation of the drawings coupled with our previous telephone conversation with you, it is my understanding that the air handling units and all duct work will be located below the atorecited two layers of 5/8" gypsum board and above the suspended acoustical tile ceiling. Accordingly, no heating or air conditioning ducts will be penetrating the gypsum board membrane protecting the bottom chord of the wood frame trusses and the framing elements above. However, it appears that the exhaust vent from the toilets will extend through all three stories and therefore must be enclosed in a shaft of not less than one hour fire resistive construction. Fire dampers must be in- stalled at the point where the various branch lines penetrate this shaft. For your further information in this regard, please refer to Section 1706 and Section 4306 of the State Building Code. So far this office has received no plans covering any interior development of office suites within this building. Thus , additional fire dampering may be necessary wher,2, as for, example, duct work penetrates exit corridor walls. For your further information in this regard we are herewith enclosing an article relating to the same subject matter. Please refer specifically to Case C-5 which substantially represents the conditions which will be found in this building. Subject to all of the foregoing comments and stipulations, the plans under discussion are hereby approved. We have retained one copy of the drawings for our records and ultimately for filing with the (construction) plans of record at the Tigard Building Department. The remaining copies which you submittOr re being returned to�twu under separate cover. Very truly yours , WASKIN�ON OP Y FIRE DISTR Nb. 1 Wilburn Dodge Fire Prevention 9uroau h cc: Kurt R. Jensen Ken Andrews Ed Walden District Inspector Construction Inspection of Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigerd,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4114 Dare Molded: "? 19 Job. No. _ P...779 Client. R. A. Gray & Ccxvlpn.y _ _------ -- - ---------—------ Project -- F. M. 'i arbe'i 7 Realty O mpar►�r . Address: Tigard, Oregon _ R. A. Gray � Ccnip.iny Contractor: _ Sub-Contractor: Concrete Supplier: Gob WX Cost by: etar Weath-r: _ Temp. high: _ Temp. low: — Location of Concrete Placement: Strength Requirement: ____._ PSI @ _ _ . days Slump: Cement Type: __ .—_-_.___ _ No. of socks: _ Entrained Air Admix, Amount: Brand: Admix, Amount: ___ ___--_.._—_Brand: Cootse agg. size: -- -_-_ . Type: --- - --__ Fine Agg. Size: _-- spoc'men Specimen Test p Register Dots Date Total Area Unit Load Report No. Type Days Number Recd. Tested Load PSI Ne. B ?h 4060 'yl'i, C 20 4:1•,;6 i,,•1 'i.•.. . AO (',UO 'lC sq. 2500 D E F Remarks: Y.E7wt? ted re-."att-1,01 ?I11 Supervised i:;);; ; gal � � ter sett Conet+v^tiers Intptrtio+s N Rstattd Tutt Carlson Testing,Inc. P.O.Box 23814 Tiserd,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(603)641-4114 Date Molded: 19 Job. No. Client: - --- - - Project: - - ----- - -- ------- --- Address: Contractor: _ Sub-Contractor: .. Concrete Supplier: _ -Cast by: Weather: _— Temp. high: Temp. low: Location of Concrete Placement: Strength Requirement: PSI (� days Slump: .-_ --_-_- Cement Type: ____- No. )f sacks .____ -__-_ Entrained Air Admix, Amount: grand: —_ _- __- Admix, Amount Brand- Coarse agg. size: _ -- - ----Type: - - ------ Fine Agg. Size: Specimen Specimen Test! Register Dote Dote Total Area Unit Load Report No. Type Days Number Rsc'd. Tested Lead PSI No. B C D E Remarks: -- — -------- — ---------- _— --- --- 0 113JTQ l l� Tr� J��[ Mo P.O. BOX 1927 BELLEVUE WASHINGTON 98009 • (206)468-OQ3• December 27, 1979 Mr. Ed Walden City of Tigard Building Department P.O. Box 23397 12420 S.W. Main Tigard, Oregon 97223 Re: Tarbell Building Dear Mr. Walden: The following documents submitted as revisions to the Tarbell Building were prepared at the Gerneral Contractor or Structural Engineers request. All request, which included Structural Calculations, checked and stamped by our Structural Engineer. Document submitted are as follows: Drawing S-1 dated 8/7/79 Drawing S-2 date! 8/7/79 Drawing S-3 dated 8/7/79 Drawing S-6 dated 8/7/79 Drawing S-9 dated 8/7/79 Drawing S-1 dated 10/9/79 Drawing S-2 dated 10/10/79 Drawing S-3 dated 10/29/79 Drawing S-4 dated 12/10/79 Sind," yours, Joh H. Gre.ner Part er in Charge JHG db '�• �tlr ,ttr �1 wll wlr wt awl ssl Construction Inspection S Related Tens Carlson Testing,Inc. P.O.Box 23814 REPORT OF CONCRETE TEST SPECIMENS Tigard,Oregon 97223 - - -— -- - _ Phone(503)641-4114 Date Molded: ?� 19 • Job. No. Client: R. A. GirAY R: Colllnrany f rolect:— r. M. •1 arbP1 ---------- Address: q 16'il Oregon --- --- -- --- Contractor: �''�'�.� f, -�). r,,• -- -----.—_- S• b-Contractor. ;illi .rt Ra;prry Concrete Supplier: — Jour Mix __ _-- --- _--- ._—_-- Cost by: ------___ Weather: -------- i.�st?ra;' r�il7 -- Temp. high: Temp, low: Location of Concrete Placement: r;t,vtra(,; •i Strength Requirement: _ PSI (a days Slump:._---- --- -- ---- Requirement- Cement i ype -- --- — Nu. of sacks:____-.________- -- Entrained Air --- Admix, Amount: ____�-_ __ Brand: _--____ —_—. Admix, Amount. _— oarse agg. size: - —-------Type: — -- — - -- - Fine Agg. Size' Specimen Specimen Test A —Re isbr DTotal —'--- — No. o ab — Type Days Number Reerd• Tested Load Area Unit Load Report '1 PSI No. A B — - - 36 OOU C ------ ",O,000 1 P - D - E --- ---- F - --- - Remarks -- II Construction Inspection & Related Tests Carlson Testing,Inc. P.O.Box 23814 Tigard,Orogon 9:223 Phone(503)6414114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: — 12-19 , 19 79 job. No. Client: R. A. Graty & Cemr+n.,'1' Project:---_ F. M. Tarbe12 11talh,' C11T1pai-+�, Address: _ *ngard, Oregan Contractor: _ " r-yy n Co. Sub-Contractor: Concrete Supplier: . '16) MN _Cast by: Weather: Ri1i1.1_ Temp. high: Temp. low: Location of Concrete Placement: — 12 5 no Strength Requirement: _..___ _..__— PSI 0 _ days Slump: Cement Type: — _- _ No. of sacks:--_ Entrained Air % Admix, Amount: _..__- Brand: , Admix, Amount: ---.---,Brand: Coarse agg. size: _. ___Type:. Fine AIN. Site: Specimen Spec,men Teti p Register DareDafe Total Area Unit Load Report No. Type Days Number Recd. Tested _ Load PSI No. B ?li , , ,. D E F Remarks: `itv --- .40 U, r +:?30tH v Construction In.,bection B Relatrd Testa Carlson Testing,Inc. P.O.Box 23814 GROUT Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(503)641-4114 Date Molded: _. 12-14 , 19 79 ___ Job. No. OP-779 Client: _ R. A. Gray & CoMalny Project:_ F. M. Tarbel l Realty Co. Address: tigard, Oregon R. A. Gray b Co. `smith hasonry Contractor: Sub-Contractor- _. Concrete Supplier: Job Mix Cast by: S. M. Weather: _ Cloudy Temp, high: 50 _Temp. low: 42 Location of Concrete Placement: Stairwells _ Strength Requirement: _ PSI @ _ days Slump: Fluid Cement Type: _ _ No. of sacks: Entrained Air 96 Admix, Amount: __ _ Brand: _. Admix, Amount: -----Brand: Coarse agg. size: -- _--.___ -- Type: _- __-__ -_- --_— Fine Agg. Size: _ �sr Specimen Specimen Test 0 Resister Data Data Total Area Unit Lead Repot Nu. Type Days Number Reed. Tested Load PSI No. 11 A 4 x 4 x 8 7 3743 12--'!7 12 +. 61,030 16 S-1." 3312 12 B 2s 374-4. 12-'17 1-1i 54,500 16 sq." 4031 75 C 28 3745 12-17 1-11 64,000 15 Sq-" 40M 25 D E F Remarks: CG: City of Tipi'1 With "?Moon r, — - MW GR es sit ea wn Construction Inspection & Related Teets Carlson Testing,Inc, P.O.Box 23814 REPORT OFCONCRETE T` EST SPECIMENS Tigard,Oregon 97223 Phone(F03)64111114 Date Molded: 12-13CP-779 , 19_79 Job. No. Client: R. A. Grgy & Company Project:._=F_. _Me Tarbell MOO Building--------------- - - - Address: Tiga rd$ Oregon Contractor: R. A. Gray & Co. SmithN1QS0111'V -- — — Sub-Con tractor: Concrete Supplier: Job Mix i--- — — --- ----- Cast by: M Weather: C 1 ougy -� -----Temp, high.. 30_ Temp, low: _ Location of Concrete Placement: StairvcllS, Strength Requirement: — --_-.� PSI (d , days Slum F1U1ti P Cement Type; �— --- No. of sacks: Entrained Air Admix, Amount; No. — Admix, Amount: -- ._—Brand: Coarse agg, size: - -------_Type:. —_—Fine A ------- 99• Size: _— Specimen No.en Specimen Test Repiusr� Dare TYpe Days Number Date Total Rec'd. TestedArea Unit Load Report J load PSI No. A 4 x 4 x 8 7 3695 12-14 1.2-?0 x:0,000 16 sq.tt 3125 7 3696 12-•14 1,-10 6U,f1Q0 1G sq, n . _ 3687 24 --- C 28 3697 1244 1-10 i9o100 16 sq. ,, 3750 ^4 D `— E F Remarks: _-__ CC: NO Of Tigard ___ all;I uli lElsC4"!i`V Mill %W �e Construction Insbection 9 Related Tela Carlson Testing,Inc. P-O.Box 23814 Tigard,Oregon 91223 Phone 1503)641-4114 REPORT OF CONCRETE TEST SPECIMENS Date Molded: 12-12 _ , 19— 79 Job. No. Client: R. A. Gray & Company ---- ___ ------F. Me Tarbell Realty CoMany Project: .__-- Address: Tigard, Oregon R. A. Gray & CO. Sub-Contractor: Smith Masonry _ Contractor. _ �-- `— Jab Mix Gust by: S. M. Concrete Supplier. ------- Rain — 41 Temp. low: 31 Weather: — Temp. high: _ - Location of Concrete Placement: _.-_ -- �-- -- 2 500 Strength Requirement: —_— __ — PSI 0 � days Slump: Cement Type: _-- _ --- No. of sacks: __ Entrained Air Admix, Amount: _— Brand: Admix, Amount: -Brand: Coarse agg. size: _ Type: Fine Agg. Size: —Spec men Specimen Test P R•plst•r Date Date Total Area Unit Load Report No. Type Days Number R•e'd. Tested Load PSI No. A 4 x 4 x 8 1 3731 12-13 12-40 30,000 16 sq-'' 1975 10 B 28 3732 12-13 1 4^,OCA! 16 sq.,, 1.nctiiI .'.� C 28 3733 12.13 1-J 5C�0!�[t lF, sq." 31?r 23 D E F Remarks: CC: City 0f T-1gard _ +� a u� wer Carlson Testing,InConstruction Insbection Related Twit c. REPORT OF CONCRETE TEST SPECIMENS P.O.Box 23814 _� _ Tigard,Oregon 97223 Date Molded: 79 1�„�Z Phone(503)6,41-4114 Job. No. Client -- - - R_ A. Graly & Canlrany - — Project _h• M. Tarbell Realty Oullding Address: -__--- Tigard, omen Contractor: R. A. `_--- Greky 6 CO --- Sub-Contractor: Smith Masexle,y Concrete Supplier: Job Mix -- Coit by: S. M. -`-- Weofher: d_ COI d----- Temp. high: _ 34 Location ofTemp, low: ConerPt, Placement: _ --- StA'�1^iVf?T13. —_-- Strength Requirement. 250c - -- -- PSI --- - - days Slump: FI; 1(,1 Cement Type: - - - - No. of socks: Admix, Amount: , - -- - - - Entrained Air _^ � - ---- Brand: ---- - ---__ Admix, Amount: Coarse o ----- ---Brand Ag9 Size: Spee) _.�-- No Spaefinen Test p Ra istar A Type 0O1' N mbar Rad. Tested Lid Area ate Total _T_ o°d �Re err 4 ;t 4 y 3 UNo. 3 y ,OUt? 16 �c;. 1.1375 C 1...; 63,000 16 sq. 393" � — -f3 57 QpU 7'.� �q, 2r D - - 3562 E F Remark s: Cr° CI tv e)F ----, � s � Conittrwction Inspection 9 Related Testi Carlson Testing,Inc. P.O.Box 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1503)841.4114 Date Molded: 19` Job. No. Client — _ _---- ---- ___--- ----- M. ;arUA i i Real�",- Carlp,- Project: �-- -------- --- - - _ --------- Address: Z'�r)Bft�. f)vq ?_-_ -- -- -- - — ----- ----- P pati"eij: y i,.v. Contractor: — Sub-Contractor: i'!'I!( Concrete Supplier: Job Cast by: Weather: _ Temp. high: -- _-- _-_Temp. low: - -----__- _ - _ - Norti, Location of Concrete Placement __—_ _-- ------ -_. ---- ----- -_-- _ ------ - Strength Requirement ___._-.-. ...-___.—._. PSI Ft ____ days Slump: Cement Type: __- --^_ No. of sacks: ____ Entrained Air Admix, Amount: -- Brand: Admix, Amount: Brand: . Coarse agg. size: __ - Type: ___._._..._-_. Fine Agg. Size: _- Spec'men Specimen lest a Register Date Date Total Areo Unit Load Report No. Type Days Number Recd. lasted Load PSI No. — A — -1 -- - C D Remarks: t,. . City 'f;f --- - a Construetion Inspection ff Related Tests Carlson Vesting,Inc. P.O.Box 23614 REPORT OF CONCRETE TEST SPECIMENS Gfl%fIJT Tip ird,Orepon97223 -- ------ --- Phone 15031641-4114 Dote Molded: 7' , 19 Job. No. �.. n. Client: ur`Ay° & CCSilpoMl,� Project: : . ki?Ea�1:•1� Ccvmtary Address: Tigard, '�>GryrSt Contractor: R. Sub-Contractor: _ Concrete Supplier: J Cost by: l ' •+ t ;' Weather: --'—` Temp, high: _Temp. low: Location of Concrete Placement; ',''i; (;q};IS;)}� ;,• ; 'f'� setxvl(l lift, -- Strength Requirement: @ _ days Slump: Cement Type: -- _ — — — No. of sacks: _ E-trained Air Admix, Amount: grand: — Admix, Amount: Brand: ------ Coarse rand: -_Coarse agq, size: 00 1' e: --- --- . yp Fine Agg. Size: r -- - - ------- — Speumen' Spee men rest P Register Date Ne, T Dote Total Type Days Numb*? Recd, TestedArea Un't Load Report Leod PSI No. ,..• , : fir_; . .�. , B 3250 It Co 3431 li D - E ' Remarks: I I Construction lasbection S Related Tests Carlson Testing. Inc. P.O.Flox 23814 Tigard,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(803)fA1-4114 Date Molded: _— 12-6 , 19._79 CP-479 Job. No. client. _ R. A. Gray 8 Company Project--- F. Me Tarbell Realty Building Address: Tigard, Oregon --- --------- ---- R. A. Gray 5 Canpa�y Smith Masonry Contractor. __________ Sub-contractor: _. _. ..._ Concrete Supplier: _ Job Mix y�Cast b B. O'Connor _ - Weather: — Claw 43 —= - -- Temp, high: _ _— Temp. low: Lucation of Concrete Placement Well northnst Corner. --_--`— i Strength Requirement: _ 2500 _ "SI (� .—_ 28__. days Slump: - Fluid - — --- Cement Type: --_--._. _._ No. 04 sacks: _.._ Entrained Air Admix, Amount: - Pea Gravel �- Brand: Admix, Amount: --_—Brand: Coarse agg. size: -_--. -- -----Type:--- - Fine Agg. Size: ---_.--- Specimen Specimen Test P Register Dale Date _ -- TotalUn i — — 1-1,0, ' Report— Na. Type Days Number Recd. Tested Load Area P PS! I No _____4 A 4 x 4 x 8 7 T 3517 12-7 12-13 _47,Gug 16 sq.'t 2937 i Q B 28 3518 12-7 1-3 56,000 16 sq." 3437 16 C 28 3519 12-7 1-3 709000 16 sq." 4375 16- Remarks: —_ _cc^_. City of Tigard i Construction Inspection B Related Tests Caralson 'restixng,Inco P.O.Box 23814 Tigard,Oregon 9722.1 REPORT OF CONCRETE TEST SPECIMENS GROUT Photo(5031641-4114 Date Molded: 12-6 19 79 IP-779 Job. No. Client: Re A. Gray b Canpany - Project_-__- F. M. Tarbell Realty Canpany Address: Tigard, Cngm — Contractor: Re A. Grey 6 Canpany Smith Mascnry Sub-Contractor Concrete Supplier: _ Job Mix Be oamelio _ —_ - -- -- Cast by: -– Weather: .�_ Cloudy _ Temp. high: , 46 ---- _ Temp, low: Location of Concrete Placement Northwest shear wall #8 and W311S for smif:iwesL ;i:e111"YlA7 l second floor of building. Strength Requirement -- - - Fluid – ---- -- -- PSI @ -28 .__ FFluiddays Slump: Cement Type: No. of socks. ._.__________--_- -- Entrained Air Admix, Amount: Brand. Admix, Amount: _.------Brand: Coarse agg. size: Pea Gravel Type: Fine Agg. Size: ---------- Specimen Specimen Test a Registe Date Dote T rnl Nn. T,,,� Area Unit l_old 'eperi Days Nvmbe Reed. _Tasted Lood PSII No 1 G-3 A 4 x 4 x8 7 3514 12-7 12-13 41,000 16 eq." 2562 3 - _._g_ 23 3515 124 1-3 - 60,OrD0� 16 sq." - 12-7 _3750 -1�i C 28 3516 1-3 64,000 16 sq." 3375 Remarks: 10 Parts gravel, 16 parts sand, 1 pair. cement. cc_! City offTTigand Smith Masonry _.. --- _ - _-------- --- — I 17880 S W Blanton St Aloha Oregon 97005 ORE% ► 503/649-85 7 7 �1r �embt- 479 r Mr. Kurt R. Jensen s Thomas & Greiner, Architects P. 0. Cox 1927 i Bellevue, Washington 98009 Dear Mr. Jensen: Re: Tarbell Realtors Regional Office S. W. Shad Lane at Greenburg Rd. , 1igard, Oregun The purpose of this letter is to advise you, for the record, thit the approval of the constructior, of this building will be based upon the employment of r joists as manufactured by the TP4&_joi4j,_ .. as specified in the con c documents which we reviewed on October 4, and which wero the subject of out nlans�fxaminatiun Rep No� 127II, ' That is, we have experienced some pressure from certain representatives of the Air King Manufacturing Corp. to approve the substitution of their product, i .e. light wood framed trusses, for the truss joists called for in the plans. While we have no objection to the use of the Air King trusses, it will necessitate redesigning the structural framework of the building and sub- mitting revised plans to this office for review and approval since Air King trusses are not approved for one hour fire resistive construction ' when employed as prescribed in ICBO Research Report 4o., Prc 694. That is, the two types of trusses are not interchanaeablh, and the approval as documented in the afor_ e.ited report would be voided. Mr. Kurt R. Jensen December 4, 1979 Page 2 There are, of course, alternate systems of construction employing light wood framed trusses such as those manufactured Uy—Air i�n , which qualify for a one hour fire resistance rating. However, suspenTed acoustical ceiling boards are not an acceptable component in such case, and it is required thatjl:,; tiotto rd of the trusses be covered with two lys f 5,(�'i- e1�Tvpe g sum plan erboard For your further"'tnformat on n this regard, d t 1C,rBO Research Report No. 1632. If you have any questions regarding the foregoing, please give me a call . Unless we hear from you further, we will assume that no changes have been made in the plans for the construction of this building as approved by this office or, October 24, 1979, and as documented in our letter to ,you of th4t date. Very troy yours, 1 WASHI�OTON WUVY FIRE D1,5TRICT NO. 1 f Wilburn Dodge Fire Prevention Bureau f' b cc: Ed Walden, Tigard Building Department Ken Andrews, R. A. Gray & Co. Air King Manufacturing Corp. q&MINAAMMAKE International Conference of Building officials RESERR(N COMMITTEE RECOf111I MORTION Report No. PFC 1694 1lnrcil, 1.975 TJ1, TJII, TJM, '1'J/50 AND I Jlritl THl1S I I End BearingDetain: End bearingq details are designed for 'THUS JOISHIN COI(1'OHATION th" Specific inh istallation with a soli(f large pin used in both BOISE. . IDAHO N ends of the end (Iiaggonal wet)member, Two No. 13 gauge hearing BOISE. IUAl10 A370$ (I'll "little' 1% life eS in width are used with the end hearing PLANT LOCATIONS iT)I., till ANI) i i\I) clips "the ouhtanding IegS of till-:lip transfer the load to the sup.HOtS1s, 'F,. 10 porting sfr:1111, '/Fre ,hstt,•ce Iron+ the ranter uF the pin to the O(•Bl'ptCALIFORNIArml of till- chord file the r irr.liun ,I force shall he a ndnimum of ("11110, CIF(/HI HILLSBORO, CAI.IFOHNIA (l inches, "rill if nuunnum of 17' iris! -% when force is away from PLANT LOCATIONS (T)1. uNLt•) file(.rill. PHOENIX, ARIZONA SAN•1•A HOSA, CALIFOHN1A 5. Briding Dcfailr Permanent bridging 1.pfwrcn Iniats is uc- DFLAtt'AHB, 01110 coraplishe by inserting c•ontitraanus ward ml-lnherS IretwPert joists N'INCIIEST6N. VIRGINIA at the intervals regrrire•d by the Cafe. The wood bridging inern- 1. Subject: TJI., 'I'Jll, 'Tjol1, Tj/:M) aril Tjllio I I;' Ir ii s hers are connt•cfed In the folsh by short sections of vertical trdte•s, added at it panel joint at the Inwrr chord, The wood bridging 11 Description: (A) L General: 'THUS JOISTS „ e•r, t cmilt-rs are nailcd to rhe Ihtttened upper end of the helm•%. Other web truss with structural wool chards, steel tube Ix,c, stents nary hr• used provided they are designed. Temporary, con- and stee•I pinned connections. struction 1•ridging is prnvided as refiulred. 2. Steel Tube Web Nfembers: Steel web members are., made (C 1 TJII THUS JOISTS: I. General: The TJII TPUS JOISTS from cold rolled electrically welded steel tubing of various dime ,are similar to the 'Tell. THUS JOISTS They are corripcuecd of two eters and wall thicknesses as Teri fired for specific installations. The 2 x 0's for the bntlom chord and two 2 x 0's for the to chord. The tubing Is fabricated 110111 Hat rolled carbon sheep of %troctmal two 2 .x 8's Rre in lilt upright position with their wide alis in lilt, quality conforming to U.B.C. Standard No. 27.1 for light gaol;. plane of the hiss• steel having it minimum yield point of 45,000 pounds per sl,)tune 2. Steel Tithe Wilb Member: The wet) nu firbers a-e welded Inch. The well member rnds ars %wedged Hat and contain holes steel toning similar to those used for dw TJI. THUS )01ST except punched lilt the pins by dic stamping that 1114- fiafle•netl end provides a minimum end distance of 2 N :l. Wood Chords: The ward chords;u. \tl(:HO LAM(nadc;1 mels.% h+ the c•entrr of the pinhole. Thr• gauge and diameter vary ur stress graded structural lonibur a% %el forth in Tlrbll, No, 2',_:1 I ;o cooling to the stnlctual rvqufrernl-afs. of the Cole, or stress grader) slrfirini.11 lumber Is %cl 1'.1111 u+ 3 Connecting fins: The well members are connected to the THUS JOIST (;railing Hrrlc% "i'la(• hmrher shall Ill I. chords with I'•-nuh or 3/4-inch diameter pins held fn place by standard grading syutbxtls, by the oihol% shown is I.11i1t I1, spring clip washers. or b)- hand. IOcvasionaally,it il necessary hr (lit ler board alto The truss is fabricalcd fir the plant in a manner similar to that shorter lengths and the gradir,e ssnil,ol 111a,%. he lest. In tile•%( ren,, filed for Ili. TJI Tiil'.ti JOItiT, eceept that the pins ore forced the Ixrard shad) le m"rke-rl in (r.%r,n fo re la,r' the („t-ofl grade• ihtmtgh the webs and chords with n hydranlivally dNven piston. Houk ? Additional rrsfrirLuus ,re,+• ituposctil nu the stress gi;rdcd 'Thr• piston also presses tit( chords logr•ther :mel forces an the lumber an(I strength reducing characteristics are not :allowed ;l-1 s)ring clip washer. Material specifications (or all components are drillod :oras fir finger jofnh. I�x• %;tine• a% for the T•J1. 'I'Rus jOIS-1'. I Noor\ Chord Design: \%',loll chords are dmiguml in acro- 4. Find Bearing Details: End hearing details are designed for 'Lrorc wtllr w(ognized e•ngincrritag vineiplrs. Allowable nail `I• Ili. specific fab Installation with a I's-inch diamrter hallow pin %il'r, %less(•% for lunrhrr, xisnnlh }aar�rI ht arcor(lane•e with U BA' througgh file rend diagonal member. A -inc•h plate is welded hr tiLonJar+I No 35-I sl'"II he •.t forth in the wporl except the edge of the- flattened portion of the set) member at the beat- Ih;rt design tension ort the net %(•.•tion at panel points title)- IN. :l's fug end. This plate males a projection front the web. Two 31i-forth in the report for extreme fibet in bending for engin.•(, .I inth by 2-inch by 3r:r-•rich Inns( angles are bolted to the plate to use% (singly I. furan till' be"rinq sent. Allowable,design shesscs for ro.achine str(•st riled hunl.e•r shall Lc : I)) TJM THUS JOISTS: 1. General: The I'M7TUS JOISTS t as set forth in Tattle No. 1\'. or ',ell lar to the• T'JIl THUG: JOISTS ixcept that the top and bot- B) TJI. THUS JOISTS: 1 Ceneral: The I'll. 'I'm , f()Is l• hon(hard%consist ref h o upright 2-irwh by 4 inch memleroe. Micro. aur hahrical.d with either patall••I chards, doubpot(he,! I,t, I .Ito landheow.;er Iwo% u +i s ill, %tress,•. .,. stet forth in Table No. IV chords, or Lrppeied top churls inns range in depth from 12 on h,s In l., T•) 1\ 111111114.1. 48 inches. They art. s7paeed Irmo 12 inches (0 411 mchr% on center 2. Steel Tube Web Memhers: The web rneinlwrs are Identical Will' Sheathing materials nailed dut'Ltl} to the top chord f't•ilings to ILosr used in the l"III 'I'lil'S J(1(5'fS r•xc,•J),t the fiattctxd end may be directly attached to the bottom chord, or applied to provides a minimum ,•rid distance of 114 inches to the center of stripping fir suspended. The wood chords aur• Single -inch by the pinhulc "fin lobo g;nrg. ❑rid rlianx•tcr r.rry bases) on stroutural 4-inch members installed in it flat pitiotion, reyofn•nu•nl Thi chords are routed with it cirrrilar saw to it width of % inch at the large pin and 'i inch at the stm,11 pin tbrough the will, I•u"e• C:ctnncclinq fins: Cofinecling pins ate• rricoti.al to the Till of the piece. They then are drilled through the narrow face at "cries except that disrupters of % inch and I inch are used. predetermined pante Points to receive pins connecting till, st,•r l 1. Fend Hearing ').tails: Feld hearing deticils all similar to til. It web mcintl sm 'The drilled helps are (-final in diameter to the 1:111 series and sae designed lir the specific loll installation. not sizer of the pin" to provide it driving fit. The weh nx•orlwrs ;tie r E) 'T)/SO 01st TJ/fl(1 MICHO LAM Chord Series THl`5 inserted in the routed portion of the chord and pins insrrl,(I JOISTS: L General: The Tj/.50 and TI/ftl) TRl'S JOISTS arc ' through tile- drilled holes t•nttall,• the, web members. N'.uren weh truss(. w;:h MICHO 1.1•' wood c•hor(ls and steel 2. Steel Tube Web Members: Web members are tabric•att(I Ir,ti tokil•o %%cin. The, w.'rs ire connec•tl-d „ the chords N•ith solid I inch (ouhrJe diameter) cold rolled electric welded steel tobiolt reel 111- 7'J/.;0 and TJ'fly(.present chords w and no rum. deep" of vatifius wall Ihickne•sse•s. 'Thr flattened end provides :fir .fill (lie; , "lull'lana• of 'H' inch. _ "I"hl, exetl chords :ere made of \11(:110 I \\1 lumber, each ,Asad dsmsWing (if Iwo int•1111wr" side, h% sine (,illi Ili• tcrl Well 3. Cmmrecting Pins: Connecting pins are '%-Inch or •inh cost rtl,d between then,. Kafir int-tuber lyes the c 'o Initis %e-rtical diameter. All pins are malt- from solid stock structural (cel coo- 11„ tension rhord% :arc (ontinuou% length \ACCO LAM. Till- forming to P.B.C. Standard No. 1. (,n,lvv,sion chord rimy contain finger lointcd \\\flit) Page 1 of 4 r Report No. PFG-1694 Page 2 of 4 a. 'I'hc stt.rl %vl,hs 3%l, eletlrfcaUy wrldrll sUnrtnral •Incl uibt ,nl„r lora en• ,►r)11ird n%1 r the aomAicnl INmrd. The distance nx•cting ,%STNi A-5111,10 %pl-vilicatlun with e ,pt 111.-11 >u lel d lJ.tnut 1Otinrheslwllolo of Irus, to the sul(ft of the telling chill( lie at least p.s t unel tensile of fgl,lxxl p.s i. The nrhr i, cat U1 It-nuth, 111• fait 2. A Single Layer of %-Inch Tongue and ('roove Plywoodi 11•,ticncd toll a hole pnnchsl 1,� a two•%(sett. ,wlnrnc•ine do I h Two layer, of ft-Inch thick Tyrx gypsum hrtnrtl a piled directly ,til, first 11.tlft.n% flit. ntbc iuxl Own pmx•hcs illi 10ir ,old tilt, ill- r tnbt., to Ow lower chord for omccuh•r ,acing till to 24 inches or to 4. Steel hlbl, %%1.l., lilt nt,erled btt%t1-cn Iht- two nu,lltbors of \\call m Ut Slee) ,trippir,u ,pe[e1 24 1,when on tenter Strip- I111- \\•01141 chord ;111(1 tsnux•cti•d by ,olid %Irrl pin, %%till roundel) tie"; may ,p.m up to i fret for 2 % •4 t-101-114gradc Inn1- in,inl, fill 1-a,- tri dri%mg ;tad to .1%0111 if,it au, In Wells. 'Ill pin. I\er. %vood %tripping shall In Listened to the '1RUS JOISTS with an ouult- It'Nn ASTM 1-4117 ,n,iterird. Thr• panel point ,1s,t.nihh two 10-penny common wtrt rads at pact, I,Rl,s Jflr:if. The lies( n hl,ld l0ul,thl,r 111.the a+l, til ,prink %tt.el \%3,hl,is pecs%t:I oil till• layer of lKr:Ird sh X11 Ire nttachrd with fl-pennv nailN not to exceed inn I% h�dr3nlit c�lnnlrt, \\hdc the druid \%t.b ,ts%t•n1h1) i• 1,111 12 invlw% on ctttor. The second laver shall Fie attnrhrd with H- pol col t0 .1 fiultl til penny nails not to excet•rl It inches un canter. Edge distance on 5. End ht,,uiug details trni,i+t of lorou•d ligltl +r3ugr steel cls,• the gNpsnm lNtatd holt iuints shall he not leas than �ti inch. Edge distame on the wood shall Ise not less than Itt inch. Joints of sec- n,scitud hrh%tcit till, web and tilt• chord and connected Ilk t�„' and Lger shall be staggered 2 feet from those of first layer. Metal pin% to tran,utit the metes directly from the well s)•%tvoi t„ til, ng shall lie ,nppurtiug utpntbt•is. The clip shall oot haul, more thins is inch furring strip spans for each shape, sflot• and gauge shall not exceed protecting from ihl, Inside fitte of the beariuu. Tilt. 1N•urinu rli�” f%astcnt' 1.1 file TRl1`% for which thev tnJOISJ'Sve t With I Steelihtrfurriing channel c en• .apalde ill reactions 01, 41xx1 bands for '1'1/60 and 475tt screws.There shall he two screws at each TRUS JOiST it they art• ionntls for TJ/IRI. The supporting un•nthers %hill be checked for spaced more, than 32 inches on center. pwpl,ntlicuhu- tit grain Ixuring arra. The first laver %hall he allached with 1-inch %%.Ilhoard screws i F) Tensioo Connector; I General1 '1'111, Tension Conncetor i, not to exceed 12 inches on center. The second luyer shall lie at- 1 \eriahl,• do•troily Inndnatl,d \cnccr cot ponce designed to splice lac11ed with 111-inch \%nllbo;u l senor not to r.xcel•(I (i inches on wood trn•, 0111011tal members oscil in tcnslon. Uensificullnn i, eenMr. Edgc distmt[r on gypsum Imard butt Joints shall Fit not less ohLlinl,J ulding piece,.d \cnuct in tilt,;oc:1 where greater deo• than 5p inc•h. Joints of the sramd layer shell by staggered 2 frit 1% is wilitired. The rnlnr %pccinx',1 is the❑ compressed under from thaw of the first layer. 111•:1t and per•,snrr t,, till ,desired thirknt-„ Thr• nondensified pot- '1. A Double-wood Floor as Required by Table No. 43-C of the 111,11 Is 11ntnrctud to „dud ,1\vo \\oud navtb1-r4 by menu, ill It)- Code: Any approved ceiling system which will provide. a 40-ntinutt• pro%cel lingtI ioiot, Ih•n,dird praliom ill ilio it,srmbly arc %(slit-1-d finish rating as drfntpcl by lindenvrlters' Laboratories, inc., when aifh sill) ,plitt ,I d1-s imtallrv) on rllht•, side of the wood nn 111 teslyd in at.cortlitnce with U,R.I^,. Sinndard No. 43-1. lice stud c,•tmccleo: with hodts I)rsign: The ttlt('RO LAM 'tcmion Conncchx 1% ,Ir,it uctl 111.parts ❑ndEvidence fti enll ce:d Submitted: Th iteist(stsrrp sol testslon component ,, follow.. Bolt lx,arlitq in wax] 72(14(pounds per square inch Recommendation 'tension in tlensified net urea 2700p0unds per stiomI incl, I\'. Il1.conotu•ndution: That tilt- TJ1., TJiI, TJ4l, TI/SO and •fcnsiou in nontlensified area 1970 pounds per%loan•inch •1.1;(10 Tltl'ti JOISTS as described ht this report are alfernnte The holt(,nil distance"e"shall he not less than 4d or nipthocis of ,vnstrucliun to those %pecified in the Uniform Building p Cote suhicl t to 'he following cenlitinns: V 121141 f I. '1,111. im,ts are labricided under it qualify control program wfih in,pc,tion% ht Cenenrd Testing and Timber Product% whichl,\cr is gn•,dc1. When, i lhrckur„ 'd \11('14(1 I \\I In%pl,ttioo _AA.5071. measured along the boll, P load per bull ;,till t1, tdi-11110 1 2, The '1'Rl'% JOISTS leer designed using flie sulking stresses nl holt. Sll,el side pliihw sail bolts shill) b1. It-.1t w I actunlini i set forth tit the Code. Lumber shall comply with TRPS the Cale. JOIST grading rules. i t;1 Design: Till'i JOISTS .ire• designed 111 :u r o,d,tu1, \\till ;i. The allowable loads du not exceed the values cet forth in ccugnizetl dr sign criteri it. Allnsvahlp load nn —1, 1.w uihcl,, 3110" 'fables No. I, No. 11 and No. lit. ahlc wood bearing load nn pin,, and chord vi-tion 1%ropetlic, ;it 11111 4. Inrrt-nscs for duration of loading as prn%ided for ward mem- lin ;tions lite ,••t If (11 in 'I a1rL s %os. 1, 11, III I----d 1',reset.(ti%,I% her, and their connections ma)' he u%rd in accordance with I I 1 one•tlour Fire-Resistive Ruff Ceiling or Floor Ceiling But• the l,tnilations %prrifird in Chapter 25 of the Cocle. fags are Assigned to the FolloininConstruction%: 1. A double i. top chart( %hall he designed ns n t► conlinou% mcrnb ,u tr III)- 'woodFloor as Required by Table No. 43-C of the Code- A sit,- ji.,t tit combined uxinl and bending stresses. ``,rolled ceiling of h-rnch thick 2 foot x 2 loot of 2 G14d x 4 foist the bottom chord ,I:all he deigned a% an atially loaded 11S(; hirectxle Autatune Lay-in Acoustical liu:ud %opforlyd b% Ienoou mrmher when ceilings are directly applied to the n approved fire-i,led %ospensfon sysll,nt n, 4-,tx It 11% 12-inch b\ chords or hi %tripping; not mare than 24 Inches on rentet I2-inch USC atuustone INl Cefling'1'ilc lin-it-I b% en ,tpprn%rtl lilt[! the ceiling load dor% not exceed 10 pounds per %quare lot-luteol concealed sp lice suspcn%ic.1 „ .tt-1n Atar11t,d t„ 1-1,111 foot. For condition% niorr severe than this, fl shall he onn• ollcd cinrying ch,tnncls s acctI nit mt 1 1 b•rt ..n 1.r nice InsI31L''{ I)zed nod dc%igned as a continuous member subject to cant• .rcl,r the aI.....-1 al hn:uol ur tilt- :u1. I': ou I'l, tiunintmo thud. hired axial and heading stres%t•s. ntininnu11 1.75 pounds per c•ub( Ir,uf tJ1-mih of I inth n1Lun1'11t1 (t, I)clletiions are limited a% set forth in the Code using ;tuck 4 pounds I-' cubic foot 1'is(. I ht-rntahl„r ininrr,tl \%sad beam formulae and considering the full areas of the top and ha U,. Light li%turc, 11,1%ing it n,a%iunu„ siic of ' Ivet h\ 4 Irct hottoor thotd% and the ntoduius of ela%tit-iii essigned to the nt.i) ht. installed pto\id,d the aggrt•galt- uc.t% lit 1101114's 111. not I)pe of IIIlllbrf 11.trd. %rl,rrl 12 %rluare feet per 100 srltranIcr1 111 1,Hine eel past,r- ;, When• a one-hour Ree-resistive timr period i% req fired con• tion is it, %Ixtcificd for tent +hilped protccUon to lit't rich lit 1)(111 %hv(tiro %),nil eoutpl% %%fill this report. \',, 23.11 ht alldihon, telling opening% tilt .tit diiiii,cn tip (n .i ut,t\innun itr 13 mchr% In dianx•irr lir �IL�\%t,� pn,%idt•,1 4 411 1%sn mcni . bcr chord l Rl'S JOISTS unr%1 h lit• lateral sup- (if p.ring, •al, ,1uh•o 12 nth%fillire dangx•t% ,unl ill,- ,.etchlilt- a, port to each membri of tilt-cornpre%slon chord lit least e%er> ctccct� 11 1 s(loatt• inrhe% !x•r 100 -ill-o, 1, 1 "f (4.1111:¢ 21 sullies, ha1.h rrmnrttion .Ilall hr capable n( trnnstnilting I'ht. �di,Llnce hunt fhc hotfoot of the Ont, to lilt- -!1t( 01 tilt 1, I a 75•gsouod hori/onlnl load. sou %11:111 Ill. lit It•a,l to Inches. Otm-iw h 01i,k I fit; 011-111131{lilt max ial %%,sol halt, \%•ill) a ntinirnuni d.u"'t\ ..I 1 i ,ands p• this t1.cunmrrndatiolt i% urbject to annual rt•ctnminatior.. Page 4 of 4 Report No. PFC-1694 TADII N0, III--CHORD SFCTION f ROPLRTIFS AT PIN LOCATIONS NOMINAL NET D�.,.NSIDNi MEHRER ST 19 PEN Cf NI PIN NET AREA NET AREA IECTION SIZE MOISTURE DIAMETER C-IMPRESSION 1ENSION MODULUS Iln In Chet) (In Inchr'i (In it 111191 (In Inches') (In Inches) (In Inches') -- --•--——— L---- --- __--- 1 — ---- --- _ TIL 1-2 x 4 14 x 71a4.87 .3.66 1.20 1.2 x 4 1'fl x.1 - -�-- '5K 4.W1 2.73 �_ 109 Till 2-2 x 6 I'4 x 512 -�'� - 16.50 - - 14.2'5 15.09 _2-2 x 6 14x 54 �- 1 416.50 1275 14.95 rjM 2-21,7 154 x 3ilr 4It 10.50 8.62 6.09 2-2x 4 154 x 3'4 1 111,50 7.50 5.90 - --- — - - memhets 154 x 1.410 9G 4.56 4.59 (.79 -- 2 lnembees l 54 x Imo Ail 19.1% 3.13 _-- __ _ Tj/6ll -2 members 154 x 2.34) '4 5.40` 5.40 -- 2.62 - 2 membra l 54 z 2.30 r�4-�- 4,65 --� 4.65 — .5(1 ,. TABLE NO. IV.-ALLOWABLE UNIT STRESS IN POUNDS PFR SQIIARF INCH COMPRESSION y MACHINE PENSION (( TO GRAIN TO GRAIN 1101111011161,1101111011161, EAIREME MOE FIL GRADE St'MG01.S At PIP, Other At M+ Other OF StlP NeR'•Fir SNEAR 1143.411.INOER ' tIIM JM S 1925 16511 1925 - 1925 455 1 385 75 2400 2.0 TJA A 17()U 1400 1700 1700 415 305 75 21(H) 1.8 M1c;R0=LAM Tj/50 216LF 00" 2100 3000 2550 8 ' 2A5 3660 2.2 MICRO-[.AM TJ/CO 23901 210(1 3(H)O 2550 860'' 285 301x1 2.2 Al 1'I'h for use at drilled areas. 'The atawe stresses are for lumber used an edge. When loaded 'lata Ue Fs ma) he increased 14 percent. 'On edge.for aide face me 500. +For pnnel point sparings less than 24 feet o c teminn sirens shall he iedoced to 2100 p%.l Construction Inspection 6/ Related Tests Carlson Testing,Inc. P.O Box 21814 Tigard,Oragon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone(603)641A114 Date Molded: 19 — Jab. No. Client: — — Project: _ -- --- - -- - ------ Address: Contractor: Sub-Contractor: Concrete Supplier: M _ _ Cast by: Weather: _ Temp. high: Temp. low: Location of Concrete Placement: Strength Requirement- _ _ PSI 0 _ _ days Slump: Cement Type - __ No. of sacks: -- Entrained Air Admix, Amount: __ Brand: __ Admix, Amount: ._ Brand: Coarse agg. size: __ -___._ _Type:. Fine Agg. Size: Specimen Specimen Test P y Register Date Data Total Area Unit Load Report No. Tyre Days Number Recd. Tested Load PSI No. A I C E F Conftruchon Intprrhon B Rrlated Tests Carlson �esting, InG. P.O.F3ox 13(314 REPORT 0_ F CONCR— EYE TEST SPECIMENS GROUT Tigard,Oregon 97223 -- Phone(503)3414114 Date Molded: 11-21 , 19 79 Job. No. rP-778 Client: _ R. A. Gray & C011lpd_ nom_ - Project:--_f. M. loll barbell Realty Bulldina Address: Tigard, Oregon Contractor: R. A..Graru A Company -----r-- -- Sub-Contractor: _—Srllith WSonny Concrete Supplier:1 t/d=COnq"te Mobile Cast by: A. PIel 1 i Weather: Cold �� — Temp, high: — hemp. low: Location of Concrete Placement: -- Southwest wall and north anvi weSL $fait" walls. Strength Requirement: r� _20-0 ^ _ _ PSI /� �t3 ------ - -- days Slump: flU'id Cement Type: ' --- ----- No. of sacks: -- , Entrained Air Admix, Amount: Brand ----___ Admix, Amount: Coarse ogg. size: 11 - - Fine Agg. Size: TNf�FIF T Repiffer Dote Dofe TafelYDe Days Number Recd. Teffed Load Aree Unit Loed Reperf PSI Ne. '1!7 Remarks: ffi' e1FR ��i--�' cam.:fist , Smith Mesonry -- Construction Inspection & Related Teets Carlson Testing,Inc. P.O.Box 23814 Tiperd,Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1803)6414114 Date Molted: 19 - Job. No. _ Client: _ _ R. A. Gray & Company Project: __ F. M. Tarbel l Realty Cunpeny Address: Tigard, Oregon Contractor: R. A. Gray � (alrlpany Sub-Contractor: Concrete Supplier: — Job Hix Cast by: oli Weather: _ CldY____�_____- Temp. high: 3$ Temp. low: Location of Concrete Placement: ___ tiirwei i Strength Requirement: _ PSI 19 .. days Slump: Cement Type: _ No. of sacks:_ _ Entrained Air Admix. Amount Brand: _ Admix, Amount: .__ __.__Brand: Coarse agg. size: ---__._._Type: Fine Agg. Site: Specimen V Specirrmen Test P Register Dare —Date — _ Total Area Unit Load Report No, Type Days Number Reed. Tested Load PSI No. A 4 x 4 r. 9 )0,-. ).'-12 ? b,n(Mt 7437 B 2r, 621 't3S von 1 5375 C q ` i 7 %r'� 1 . y D E F Remarks: ' 17880 S w Bunton St. RECEIVED { { Aloha, Oregon 97005 OCT 26 1979 503/649-8577 CITY OF TIGARD Octobier 24, 1979 Mr. Kurt R. Jensen Thomas & Greiner, Architects P. 0. Box 1927 Bellc:vue, Washington 98009 Dear Mr. Jensen: Re: Tarbell Office Building S.W. Lane attGreenburg Road Tigard, Oregon Your drawings identified as SK-1 dated October 9, 1979, SK-2 bearing a revision date of October 18, 1979, and drawings A/8 and A/11 , both bearing the revision date of October 18, 1979, were received in this office on October 22 and have been examined in reference to our Plans Examination Report No. 1278. As a result we find that the drawings and notes will fulfill the requirement of item #1 relating to the required fire resistance of the ceiling/floor construction systems. In addition we note that the telephone equipment has been relocated within the janitor's room and thus the telephone cabinets will not open directly into the exit corridor in any case. Regarding items #3 and #9 of the aforecited plans examination report, we hasten to recommend that the 1iVALsystem plans be forwarded to this office at an early.-da-te...so that they may be examined_ and i pproved- in a timely fashion to preclude installation problems un down the line. Fire prevention does not cost it pays Mr. Kurt R. Jensen October 24, 1979 Page 2 Subject to the comments contained in this letter and the modifications pictured in the drawings under discussion, the plans for this project are now hereby ap- proved insofar as fire regulations are concernea The drawings, incidentally, are being foiirarded to the Tigard Building Department to be incorporated into the plans of record. Items #2 thru #4, #6 and #B thru #12 of Plans Examination Report No. 1278 continue to apply. We trust this letter will clear the way for further development of the project. Plus us know if w n of service in any other way. i Very t yours, WA, MIN ON C 1NTY F RE DIS PICT¢. N0. 1 Wilburn Dodge Eire Prevention Bureau b cc : Ed Walden, Tigard Building Dept. Ken Andrews, R. A. Gray & Co. no a Tmj 'Usm$� P.O. BOX 11127 • ■ELLEVUE , WASHINGTON 98009 • (2061 456-5236\•\.�J% October 18, 1979 Mr. Wilburn Dodge Plans Examiner Washington County Fire District No. 1 17880 S.W. Blanton Street Aloha, Oregon 97005 Re: Tarbell Building, Tigard Project No. 79-11 Dear Mr. [lodge: Attached are the revised drawings for the Tarbell Building showing the core area and corridor ceilings now t,) be 5/8" X 2' X 4 ' suspended USG Firecode Auratone lay- in acoustical board with 112" USG Thermafiber, insulation on top ( ICBO 4PFC 1694) . As noted, this type of ceiling will now be used throughout the building at all three floors. As shown on the attached revised core area plan, the telephone cabinet doers have been deleted, thus maintaining a one hour wall along that corriJor as questioned in your letter dated October 17, 1979. These revisions should concur, with your office for maintaining a one hour rated building throughout. If any questions should occur, please call . Yours truly, 6'4 F-1 Kurt. R. Jensen KRJ/jk cc: Ken Andrews R. A. Gray i TON r 17880 S W Blanton St Aloha, Oregon 97005 503/649-8577 pC�l1� ti OCT 18 WY Of TWAIW October 17, 1979 Mr. Kurt R. Jensen Thomas b Greiner, Architects P. 0. Boy 1927 Bellevue, Washington 98009 Dear Mr. Jensen: Re: Tarbell Office Building Tigard, Oregon In response to your letters of transmittal dated October 9 and 10, with reference to the drawings whic" these letters accompanied, and concerning our Plans Examination Report No. 1278, the only reason that this office withheld approval of the plans for this project wa: due to the apparent deficiency in the fire resistance of the constriic- tion which we addressed ii item #1 of the referred to plans examination � report. The respective drawings which accompanied your aforementioned letters do not adequately address this issue. U. L. Design NI.525 is for construction employing solid 2" x 10" wood juist spaced it 16" on center and fire stopped, not light wood framed trusses or wood and steel joists. Accordingly, the design which appears on yuur drawing dated October 10, 1979 insofar as the construction of the gyp board ceiling is concerned, is no more acceptable than the construction shown on the October 9 drawings or those as contained in the original plans. Regarding the telephone cabinet doors, your October 9 drawings still indicate that they will be 1 3/8" thick hollow core wood, not the 20 minute assemblies as prescr4bed. This i,A ue would not be reason for Mr. Kurt R. Jensen October 17, 1979 Page ? J us to withhold approval of the plans; the reason I mention it at all is because your drawings do not coincide with the contents of your October 9 1 e tter. Referring again to the issue of the construction of the ceiling, would :t not be simpler and perhaps ,dust as economical to install the USG Fire Code Auratone lay-in acoustical board throughout as prescribed in ICBO Research Regio C-1694? O - Very t yours, WAS ON OUNTY FIRE ISTRI 1 J Wilburn Dodge Fire Prevention Bureau b cc : Ed Walden, Tigard Buildinq Dept. R. A. Gray Construction Co. 1 Washington COUnty Fire District No. 1 17880 S.W. Blanton Street Aloha, Oregon 97005 Bureau of Fire Prevention 649-85'7 Plans Examination Repor! No._ C127� Fire Station Ena. 25,E County Plan No(Li of Ti.g�,� -Ran-Ohriance- Proms rr. Building Tarbell Office Building_______ Occupancy, Off--y_ Fire Zone2 - Address_ a y Lane at 1Cea b erg____ Construction Type_._._1--1.r Arch itect/Des igner-LhMiLa & G�finer _Address o.�Q16ox 1927. Bellev�,g, Wash_ 9A009 * Owner _Pran AreaSt -mn^rte___ Address_ 40 ►plt�gE� h g1 + �� q�Z04 Stories 3_-_.Mai n Area 10.5335 sg-ft�Basement Area none „__ Attic Height- 4.f t- /Stops_ Fire Walls none Fire Escapes-- L002 Exits,-4---/Total W,dth_15 jt _ Stairs 3 /Eric Iosed .yes* Dther Vertical Shafts L—/EnclosedYeS.Sprinklers n2-- Area Covered-_- --__--Man. Alarm no ._,_S.p. n�_Ext.. /Class /No. - Combustion Detectioiil-Q-_il'ype_ - ____ /Area Covered - _ Roof_ builtr,r_____� Str. Members— wand_4 __. Wall Guver (E•t.) Stump -1(InL) ve0eer- PI& n Hewing System not chew .- Fuel - Cooling S; +m 11L1t:,.ch 1W1 GWB-X The pians for th ove d ribed project were referred to this office_ ._ � r and reviewed �_ for conformity with State and IUlstr tfte safo y lawp and regulations. Listed as follows i able requirements for which we have found no 0fovisions in olar examination of the drawings, general notes and/or specifications. 1 . Although the project data notes, as shown on sheet A-1 of the drawings, indicate that the building will be 1 hour fire resistive construction, as is required for a building of this area And height, there is some doubt with respect to whether or not this statement is reflected in the actual detailed drawings. With refer- ence to detail 1 on sheet A-8 of the drawings, one layer of 5/8" thick Type X gypsum plasterboard on 2 x 4 joists spaced at 24" on center will not, to our knowledge, qualify for a one hour fire resistance rating. In addition, the method of construction of the ceiling in the toilet rooms to us seems somewhat: vague. It is noted that TJI truss joist will be a basis for the framing of the flo above, in each in e, t from reference to the various cross sections Donald E. voy CONTINUED M. D t3v-. RECEIVED P ns Ex i : nor/Constrr: . 0-1 nip,("of QG1 - 91979 cc: Thomas & Greiner CITY F TI AR Ponw 000,1 R. A. Gray & Co. C 0 TIGARD uc:isRo „>> City of Tigard Bldg. Dept. District Inspector FIRE PREVENTION DOES NOT” COST - IT PAYS Plans Examination Report No. 1278 barbell Office Building Page 2 and structural drawings, it appears that the ceiling will be dropped below this floor framing and ar)parently applied to the underside of solid joists at which spacing is riot quite clear to us. In this same vein, the suspended acoustical tile ceiling system which consti- tutes the fire protection for the truss joists above is required to have a finish rating of not less than 40 min. For clarification ofe- suMents we are herewith enclosing a copy of ICBO Research Report No. C-1694 rr}elating to one hour fire resistive construction VFere truss joist fram . - nployed. At any rate, due to the area and height of the building, full one hour fire resistive construction throughout is required. (ref: Sec. 507 S.B.C. ) 2. The plans submitted to an examined by this office related to the construction of the shell of the building and the central service core only. Prior to the development of tenant spaces or the initiation of construction other than that shown on the plans under discussion, complete plans therefor must be submitted to and approved by this office. (ref: Sec. 302 S.B.C. ) 3. The plans submitted to and examined by this office contained no mechanical or electrical system plans. Prior to the installation of any HVAC equipment and its attendant duct work, complete plans therefor must be submitted to and ap- proved by this office, (ref: Sac. 302 S.M.C. ) 4. Ir all walls and partitions, fire stopping consisting of 2" (nominal ) lumber, gypsum plasterboard or equivalent material is required at all floor and ceiling lines and at maximum horizontal intervals of 10 ft. such as in the case of double stud walls and partitions and combustible blind spaces formed by the building's facade. Penetrations made in this prescribed fire stopping to accommodate wiring, plumbing, duct work and similar utility runs mast be packed, following the installation of said utility runs, in a manrer which will effectively maintain the integrity of the fire stopping and cut off all concealed draft openings which could afford a passage for flame above ceiling lines, between stories or at intervals in excess of that prescribed herein. (ref: Sec. 2517 S.B.C. ) 5. The interior access operring into stairways #1 and �2 wherein Type 3 doors are shown on the drawings must be served by self-closin and latching fire door assemblies (i .e. door, frame, finish hardware, etc having a one hour (minimum) fire resistance rating, B label , rather than C label as prescribed in the plans. and these door assemblies; must have a maximum transmitted temperature end point rating, shown on the label , of not to exceed 4500 F. above the ambient at the end of 30 min. of fire exposure. (ref: Sec. 3308 S.B.C. ) CONTINUED Plans Examination Report No. 1278 Tarbell Office Building Page 3 6. The access doors into and the exit doors from stairways N1 and #2 must b openable from the inside at all times for immediate exit without the use of a key, special knowledge or effort. All other exit doors lust be openable from the inside ,i; s i fiePreceeding paragraph or must be fitted with indicating typeelocksdanin the d there must be posted on or adjacent to the door in each instance a sign reading "This Door To Remain Unlocked During Business Hours" in letters not less than one inch in height on a contrasting background. With reference to the main entrance door, when one leaf is unlocked, the other must be free to swing. That is, the use of manually operated edge or surface mounted flush bolts and surface bolts is prohibited. (ref: Sec. 3303 S.B.C. ) 7. Regarding the access doors into the tr Will ultimately be located within thihe exit ocorridoretsSystem,these they mdoorwa ust bes self-closing and latching fire resistive assemblies having a 20 minute labeled fire resistance rating. (ref: Sec. 3304 S.B.C. ) 8. Exclusive of the main entrance, exit do. � s and says of access to must be well indicated by electrically illuminated 2 exit doors xit signs. Illumination must be by means of not less than two electric lamps of not less than 15 watts each. Power for illumination of the exit ;igr�s must be by means of two sepa- circuits electrical circ:±s; i .e. one circuit circuits within the �;;ildin which is separate from all otherp which may be from the regular(illuminatir � circuits ' grid a secondary circuit (ref: Sec. 3312 S.B.C. ) 9. Regarding item #1 of this report, penetrations of the ceiling system such for recessed light fixtures, HVAC grilles and d h as must be protected in a manner which will maintain ^the fire resistive integrity of the ceiling system. That is, recessed light fixtures speake�•�, and so forth, housed within a box formed by materials a u e' and speakers must be rating. HVAC system grilles and diffusers pmust dbeofittr a edewithrfire edampers. Insulation, whether combustible or noncombustible, must riot be placed within 24" of the top or 3" of the sides of recessed light fixture enclosures and similar heat generating devices. (rEf: Sec. 4303, 4306 and 5303 S.B.C. ) 10. One sed of approved ��tans bearing the stamps of the Tigard BuildingDe and this office must be- maintained at the project site throw a phases t of corstruction and must be made available to building and fire inspectors f re°Q;,ence Burin throughout all phases . 9 prescribed construction inspections. or (ref: Sec. 302 S.B.C.) i CONTINUED i' I y Plans Examination Report No. 1278 Tarbell Office Building Page 4 11 . Inspecticn and approval of construction by this office is required: a) Prir;r to the cover of any combustible framing fol lowing the installation of the utility runs and fire stopping prescribed in requirement #4. b) Prior to the occupancy of the building or any portion of the building. (ref: ;pec. 304 S.B .C. ) 12. Prior, to the occupancy of the building or any portion of the building, a Certificate of Occupancy or other written authorization must be obtained from the Tigard Building Department. (ref: Sec. 306 S.B.C. ) SPECIAL NOTICE: DUE TO THE (APPARENT) DEFICIENCY WITH RESPECT TO DESIGNED CONSTRUCTION AS ADDRESSED IN REQUIREMENT #1 , THESE PLANS CANNOT BE APPROVED FOR CONSTRUCTION. FOLLOWING EACH RE'�!1IREMENT A REFERENCE NOTE HAS BEEN PROVIDED. THIS NOTE INDICATES TFIE CODE AND SECTION THEREOF IN WHICH THE REQUIREMENT IS CONTAINED. S.B.C . , S.M.C. AND D.F.C. REFER TO THE 5TATL BUILDING, STATE MECtiANICAL AND DISTRICT FIRE CODES RESPECTIVELY. PLEASE CONT,,CT THIS OFFICE IF THERE IS ANY REQUIREMENT WHICH YOU QUESTION OR DO NOT UNDERSTAND. *Notes to District Inspector: The total floor area of all three floors within the surrounding exterior walls will approaci,, according to our calculations, 31 ,604 sq. ft. The plans show and stipulate that the attic will be subdivided into sections of not to exceed 3,000 sq. ft. by draft stop partitions as prescribed in Sec. 3205 of the State Building Code. The plans show and stipulate that the combustible blind space between the ceiling of the storey belmi and the floor of the storey above, in the case of the first and second stories, wily be subdivided into sections of not to exceed 1 ,000 sq. ft. by draft st.op partitions d� rpres-ribed in Section 2.517 of the State Building Code. Two stairways, i .e. stairway. #1 and #2, on the exterior walls are shown as being enclosed. A third stairwa% located in the service core is unenclosed between the first and second stories (ref: Sec. 1706 S.B.C . ) but is cut off by a fire door assembly at the second storey level to the effect that it does not pass through 3 stories. t'�'II. �vo�.iC. -► ��R r9 rT��. BUILDING PERMIT APPLICATIONco FY I•iGARD DATE 4�. z� 79 �° 2443 THF UNDERSIGNED HEREBY APPUFSFOR APERMIT I.OR EHE WORK HEREIN INf1iCATED E34JILULHFHUNF (p� /-4��T OR AS SHOWN AND APPA )V, D IN THE ACCOMPANYING PI ANS AND SPI-Cit I; :- r10N5 OV,NLF?PHA,•+r fop Q ��//�,//y�� W �j C}E�,• / V^ �� F. C railI.OT NO Dior I.SI- 95's n4VNER 1 - --- �O�{,ir �0f ADDR'ESS t' �/I —-- - -- e �_� .-----_w)J ---,_. J E ui!O i �1C_/�. V`A .----- _ Ac�r��l�s1s PO 8010 2�;s'�!� _T - _ _ STRUCTURE Rimnc)EL UtDOITION i ]"PAIR - �•iE ,F;rAL - ❑FSR' DAMAGE—� [,br?-'-L1717 ❑ AF:SIDENCE -COMM ❑EDUCA1 tONAL [IGOV T VIJRELIGIOUA JPATIO [.ICAR PUHT ❑GARAGE ❑STOHAGE❑SL:•6_ [js EN. L�rl.Pa•: 13'Z tA' l--3 1 n, r,r. rrPc 3A ��'• f1RT �c`NF /� c.. � :.F _k Etv .�„/i w� �Ali 7�`_'f SEWER PCHN OCC 1.0t 7) t — NOS DRIES APEA VONT w REAR 1 EF : SIDE ;H SIDE �pe!mlt '207m, fnl;tn Check D SUBJECT TO THE REGULAIIOP s CUNTAINED IN THE EIUIL-DIN; k•OUE LCNIn I 3. . CI I At L APPLICABLE CODES AND OPoo.t-NCES. AND IT IS HCPEBY AGRFED 11141 T• WNL IN ACCORDANCE WITH THE PLANS -Nr)SPFI IFICATIpNS ND IN CG'. 'Li:N(.E Wj'i bunt;it�31 CODES AND URD�NANCES THE ISSUANCE OF THIS PERMIT DOES NOT WAI' ri;�iP TAx �' F +,JVENANTS. CONTRACTOR AND SUFI rnr; AVE CUPPFNT L11' iRACTORS TO HAVE 91r6i�'E d -7�� tATE VERMITS REOUIRED FOR SEINER PLUMBING AND HEATING Total 3 ( "T"..^ y e; 4PPUCANt OR 16ENtFla - /� SDC�r__ x PDC - SSI+I I r, r1':N't. C T I ON A �� 0 8 v 6'00 SFWER INSPECTION .-0 SFWER SURCHARGE 5 Comments : ---- 8 } . ?S s tie, /019 � � . � � BUILDING PERMIT APNI_ICA i ION `"o FY TIG'ARD DArE �e�_ ._ __. ,y ? BUILD 63_!-G/Z� THE UNDERSIGNED HENE61' APPLIES FOR APERMIT FOR THE WORK HEREIN INDICAIED OUI LFII rHC1NF_— pllrNEFT PHU'!E. _. F� C)R AS SFJOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SFECIFICATION$.RK LOT NCO);� MpM Co L he __ _._ ••AW�I _' UDRESS.!_.-I - --�� 3 �- -` ARCHITECT OWNER -------- '1 ENGINEER ,� PO a+ ..---ADDRESS SIT��SI�__ •--- •�-._._... _,._. ___ 'DADOITION - -- . n' o:•!R QRENEWAL _ OFIRE DAMAGE STRUCTURE ❑FlEA1f)p':I. • ( I ,;1 ( ]..AR PORT ❑GARAGE STORAGE r J riE51DFNCE COMM C]EDUCATIONAL�OGOV'T t_.1RELIG - BLDG TYPE [�"'• L PLAK , r r,• CI�IV_ HEA . �,',.r46'�.t�' '3 � 0�+1°c� �� • �p,•- P(a� 6�'1�ior�Ny �r'e�N�•_..__ ___ -- _ � ..._ All p&- UBC Fire LA 4o e. rdvfNr b%.. __--0---- pl►� Peng s mq,"A - -- - ----- -.-.- ` T( R E 3,28 7 A 11EIGHr y, . - NO. S. _'.S - OCC �OeD _ r HEAR _ BUILOIv DEFa - BACKS FR., r -- - - - _ Permit _ �z72-' _ t �S PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BIIILGIrvC ' Plrn Check a ;ULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT 15 HEREBY AGR (K WILL BE DONE IN ACCORDANCE WTHIS P VVI THE PLANS AND SPECIFIC IN COMP'5�7 total - /�Og, l APPLICABLE CODES AND ORDINANCES THE ISSUANCE OF THIS ERMIMI' DC r5 '-0'b TSE SEPCOVENANTSR MITSO EOUREDRFOR AND PLUMBING AND HEATING SUB CONTRACTORS To HAVE UFRENz C! State Tax ,� E"NSE SEPARATE E Total �er• - - .. -_ - APP�IC ANt OP AGENt LAI P-1 uvFd - hi No _ - - - ailnpF4k SDC - S - -- PDC 74S SFWER COHNE.CTION SEWER INSPECTION SEWER SURCHARGE_�—____ - 1 _- Es�. 11R_l«a B Sa�000 .IwJ. LS Sel l R 8-27 --- s Rif a -- s 4t,WM�P�._rb�/) _ --T • BUILDING PERMIT APPLICATION 11TY TIGARDDATE--_—__ I HE UNDERSIGNED HFREBY APPLIES FOR A PERMIT FOR THEWORK HEREIN INDICATED BUILDER PHONE-- OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE I.OT NO. OWNER JOID hbDRESS HOME ADDRESS ARCHITECT' « 41�atL I It. ENGINEER r' BUILDER ADDRESS DESlIGNER STRUCTURE _CINEW Q RUMODE L C1 ADDITION [J REPAIR ORENEWAL CIFIRE DAMAGE DOEMOLITION 0 RESIDENCE CCOMM LIEDLICATIONAL 11GOV'T EIREL.icious EIPATIO [–]CAR 'ORT EIGARAGE EISTORAGE OSLAB EIFENCE OBOND 0MOVING OCONDITIONAL USE ODESIGN RE-VIEW CICOUNCIL APPROVED FISIGNS OCCUPANCY-_.— –LAND USE ZONE--- ' —BLDG.TYPE--FIRE ZONE PLAN CHECK BY HEAT —atur y IT'j"'o [31iu�j. riwx u, Thwn-ia 1. Laeitlo; 1 6 "Llfrety R"View by f- ire [list, , J, Mortimnicul Plans a Pfwtmite r9quitfid. A R A3 76 iw,BEDRQOMS BUILDING DEPARTMENT SETBACKS FRON1 REAR LEFT SIDE RIGHT SIDE T2 0 0 Petmtt rH:s PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODES. AND ORDINANCES, AND IT IS HEREBY AGREED THAT THf_ WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Sub-total I ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF 71-11S PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax LICENSE. SEPARATE PERMITS REQUIRE:) rOR SEWER, PLUMBING AND HEATING. Total By APPt !CANT C,R AGENI Approved Receipt No ......u.....«.r....— ..�....�.W...... -...••--.i .�•--�..—...... ..�.-«..,................_....�.......r—++wuary.yYW,Y.nrYYUWYY,rMuur+u,u.Yi J ' DAZE INSP. TYPE INSPECTION REMARKS PLUMBING DATE �z Contractor \\If_S I'hRll/ �., Permit No. 03 Z o Rough-in ( /O-3"-7J E /fir. AC. Fixture; IL fv vOlw i 3 �T�c "muM 1J.—I.6�.k_(t�L me(- Final ' P�►M e/L� HEATING ,/ / Contractor /�i e..CO, . .1I[UI- r. P Permit No. IS �F G /5- �Uu? ��ii-�u��i ,et as or Oil .7' 79 W A P (3 tak W _ -T,ST,v` Rough-in QAe 9KC—II76 - �e C/t'W P I/ Owe Final l Q SEWER Final DRIVEWAY Final —� StorM Drainage Main Drain)Final .L•[�'-fie t7N�aI,L,r�'//9 �Ap��AI►1 _ Sidewalk Curb&Street Final 3- I UkR �N/7 I�1Pru..a�Mull(��tT ,tua �.w" Approach BLDG. DEPT.FINAL TEMPORARY CERTIFICATE OC NCY M631" IM .s, {7 J� tEZr,1rIyTE OCCUPANCY p p� Final , p,/r endsceping "� Zoning Final c �j i V 1T BUILDING PERMIT APPLICATION 1T TIGARD D A I F THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED IL 08 AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS OWNER PHONE---- L.0 T'NO- 19-3� Ski !�h- OWNER J01*A#)t)RE:ss DDRESS ARCHITECT ENGINEER Thum .1. [�'J' Tj DESIGNER It U BUILDER ADDRESS • S-TRUCTURE QNFW 0 FIFMODFL OADDITION _QFIE!AIR CIRENEWAL OFIRE DAMAGEODEMOLITION 0 RESIDENCE OCOMM OEDUCATIONAL 0GOV'T ORELIGIOUS DPATIO OCAR PORT OGARAGE 0 STORAGE OSLAB [:]FENCE OBOND OMOVING OCONDITIONAL USE ODESIGNREVIEW OCOUNCIL APPROVED OsirNS r.FIRE ZONE PLAN CHECK BY OqCUPANCY---_LAUD USE ZONE BLDG.TYPE rj .1Llopment PaTmit '�Trldinu' paw h.iii, cult, M, ul; landscapil'19, sprinkler. LJ Elf mLt. ;!037A BUILDING DEPARTMENT SET BACKS FRONT RFARLEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDIN13 CODE, ZONIp4r, Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL RE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Sub-total ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE BUSINESS RESTRICTIVI COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY StateT tate Tax tio 2L LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Total BY AWLICANT OR AGLNT Approved Receipt No ................ IWA DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE 3.a3--&Urr_ ?/w Contractor IT ff, o- Permit No. .s•�S•_tiy �a.r. C lw �••�•3 All 0 r C Rough-in Fixture Irk _6111� Final HEATING Contractor Permit No. Gas or Oil -- -- — ----- Rough-in ~ Final —� -- — SEWER Final DRIVEWAY Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OCCUPANCY Landscaping Zoning Final c I i +�i r x lu (x mom a r 208 - 455 5238 M o -- t re Psora i r bo . .29 y3 'RUILDIN& it it 2q q(0- APPROVED FOR CONSTRUCTION CITY OF TIGARD 97 35- 5 PERMIT _'�' S17 ADDRESS S144J LA",e_.. BY _TITL-E DATE.g•��' P �t VALIDITY OF THIS PERMIT IS CONTIBuilding must he completed ^ICENT ON APPROvAI Of CONSTRUCTION AS REQUIRED HM according to city codes and ORS 479.155, final inspection made before occupancy. 791 CITY OF TIGARD PROJECT STATISTICS - (79- 11 ) Site 1 . 47 acres 64, 033 sq. ft . Zone C-3 Washington County, Oregon Occupancy B-2 1976 UBC Classification Type Construction V 1 -hour Fire Zone 2 Building Height 45 feet , 3-story ( upon approval of conditional use) BUILDING STATISTICS Area per Floor First Floor 10 , 845 gross sq. ft. Second Floor 10 , 590 gross sq. ft . Third Floor 10 , 845 gross sq. ft . First Floor 9 ,882 Net Rent?ble Area Second Floor 9, 627 Not Rentable Area Third Floor 10,052 Net Rentable Area Building Overall Efficiency 85% Parking 90 Spaces OUTLINE SPECIFICATIONS DIVISION 1 GENERAL CONDITIONS General Conditions : The latest edition of "General Conditions of the Contract for Construction of Buildings" (A. I . P . form A-201 ) is a part of these documents. Safety Code : All work shall be in accordance with the Occupational Safety and Health Act of 1970 (O. S. H. A. ) and State Safety Regulations Building Code : All work to comply with U. B. C . 1976 with Oregon Scate Structural Specialty Code and Fire and Life Safety Code. DIVISION II SITE WORK Site Grading : Slope grade away from building walls. Rough grade 6 " below lawn surface and 12" below planting beds . Excavating : Leave bearing surfaces undisturbed , level and true. Legally remove excess fill from site. Filling : Fill where required with earth f,-ee of organic, material . Compact fill in 12" lay- ers. Compact to 90% in parking areas and 95% under concrete floor slabs . Asphalt Paving , 4" to 6 " mat of local rock with fines . 2" class B as,halt surface over well drained and uniformly compacted subgrade and fill . Provide extruded continuous curbs around all parking areas not bordered by walks . Walks and Drives : 4 " 2500 psi plant mix concrete with exposed aggregate surface. Treated cedar scraeds . Drives : Pour 6 " concrete aprons per county standards . Lawns and Planting : Per landscape architect ' s plans . Guarantee all plant materials for one year. Cover, planting beds with 4" deep fir bark . DIVISION III CONCRETE Resteel : Conform ASTM A-165 grade 40 for walls , grade 60 for all other. Foundations : 2500 psi at ?j days . 5. 5 sack mix. Slabs : 5. 0 sack m', x , 2000 psi at 28 days wit`i 6 ,x 6 = 10 x 10 WWM over 6 mil . film and gravel . Lightweight Concrete : 110 pounds per cubic foot minimum dry density , 2000 psi at 28 days . DIVISION-V _ METAL Steel Columns : Pipe columns conform to ASTM A-53 fs 22 ,000 psi . DIVISION VI— CARPENTRY Rou h Car entry : (See structural notes ) Exterior nonbearing walls - 2 x 4 , S4S , stud grade Nem-fir studs . Interior load bearing - 2 x 6 , S4S , #2 Nem-fl ( Iower floor only) , x 4 #2 Hem-fir ( upper two Sub III oor - 3/4" Fir plywood , T & G with appropriate stamp index 48/24. Interior sheathing ( shear waIIs ) - 1 /2 " CDX plywood (see shear wall schedule) . Interior nonbearing walls - 2 x 4 , S4S , - d grade Hem-fir . Exterior sheathing - 1 /2" gypso9i sheathing. Joists and Rafters - Hem-fir No. 1 grade in appearance , K. D . f= 1500 psi . Trusses - Trus-Joist iJL series for roof , " 50" series for loser toto floors cr pre-engineered wood trusses. Total design lcad 95#/s . f . floor, 45#/s . f . roof. Framing Hardware - f . H. Bowman or Simpson Strong Tie . Roof Sheathing - 3/4" exterior grade T & G plywood ; all edges blocked index 32/16. Soffits - Per drawings . Glu- Lam Beams - f-2200 Industrial finish except Architectural finish for exposed beams. Finish Carpentry : Handrails , Trim - Clear VG Fir or ( KD ) Hemlock clear. Window Liners - Clear VG Fir or KD Hemlock clear. Vanities - Plastic laminate tops and fronts with 6" splash . Apron and nosing; to be Fir or Hemlock , clear and KD. DIVISION VII MOISTURE AND THERMAL PROTECTION Waterproofing - 1 coat Sonneborn 11ydrocide HLM 1300 exterior face concrete walls below grade. Damproofing - 15# building paper over exterior face of sheathing . 6 iii l . polyvinyl - under all slabs on grade. Insulation : Perimeter Insulation - R -6 insulation , minimum 18" frcrn top of slab downward. Ornit at slabs located more than 12 " below grade. Roof - 6 " paper-faced rockwool batts. R- 19. Exterior Walls - 3" paper- 'raced rockwool batts . R- 11 . Giant Brick at Exterior Walls - Fill all un.routed cells wi -h zonol ite. Roofing : Standing Seam Roof - "O ilders" Spring-Lok standing rib roof. Color to be selected by Architect. Built-up - Class B , built-up mineral surface , 20-year classification , Owens Corning #420. Sheet Metal - 24 ga. galvanized sheet steel , comply SMACNA. Roof Access Scuttle - Bilco type S. DIVISION VIII DOORS , WINDOWS AND GLASS Doors : Entrances - Anodized bronze aluminum , 1 -3/4 " narrow stile door complete with manufacturer' s matching hardware including threshold , wood push/pulls . Frames 1 -3/4 " by 4- 1 /2" concealed fasteners . MW A. Interior - Hall entrance doors - 3 x 6 ' 8" , 1 -3/4" solid core with 20 min . label . Stain grade Birch veneer. Interior office doors - 2 ' 8" x 6 ' 8 " hollow core stain grade Bi rch. Finish Hardware - Submit schedule b' major hardware manufacturer authorized deale- ; include , but not limited to , pivots , butts , closers , push/�-ulis , lockset , rubber silencers , kick plates , exit device , template and fasteners . Comply NBHA , NFPA STD, NO. 80 at rated doors . Finish : US10B Oil Rubbed Bronze. Keyinq : Master key as directed by Owner. Windows : Metal Frames General : Metal frames prime painted , prepared for hardware. Comply ANSI , SDI . Provide U. L. Rated , exposure same as door at all required rated doors . Comply NFPA STD. NO. 80. Aluminum Windows -• Commercial quality extruded anodized bronze frames , welded mitered corners , matching mullions and cover plates reinforced as required. Operable sash where shown. Glazins Exterior Glass - Solar Bronze , minimum 3/ 16" plate ; include entry relites and/or side liter. Safety glass adjacent to entry doors per Code. ALTERNATE BID : Double glazed insulated glass at south and west sides . Corridor Relites - 1 /4 " clear polished wire glass . Corner Windows -- Butt glass to glass with silicone sealant . Corridor Relites - 1 /4 " wire glass . Glass adjacent to entry door; to be tempered. General - Water and air tight ; comply �GMA glazing manual . Exterior glazing with tape , sealant and resilient setting material . Guarantee two years . DIVISION IX _ FINISHES Gypsum Board - 5/8" Lype "X " U. L. rated throughout . 2 coats spackle over tape , light texture. Acoustical CeilinE : Lay- in Boards - 24 " by 48" by 5/8 " fissured , non-directional pattern. Suspension System - Exposed tee grid , factory white finish . Ceiling System Fire Rating - U. L . 1 -hour , hold-down clips , "tent " light fixtures ; mineral wool batty (2 " with 1 . 75 pcf) over all ceiliny boards . Tile - Quarry tile or brick pavers at entry areas on first fl ( or and ceramic the t: :,iiet room wainscots and floors . All the thin set , slab on grade-thick set , slab on frame . Stucco - 11/8" stucco with fiberglass reinforcing over pape -backed i at h. Painting : Siding - Glympic Semi -transparent stain. Trim - Olympic Semi -transparent. Interior - 2 coats latex flat . Restrooms - 1 coat Primer , 1 co,. Undercoat , 1 coat Semi -gloss latex . Doors - Stain and seal . Vinyl Wall Cover - Corridor walls at common core area . Primer and Sedlers - Apply prior to finish coats as required . DIVISION X SPECIALTIES Toilet Compartments - Partitions , stiles and doors galvanized bonderized steel , synthetic baked-on enamel finish with stainless steel hardware. Pro- vide grab bars per "barrier free" require- ments in one stail each toilet room. Fire Fiqhtinq Devices : Fire Extinguishers - ABC dry chemical U. L . rated 2AlOBC , mount in reces.-,ed cabinet. Locate as directed by Fire MLrshal ; provide one per 3000 sq . ft . floor area. Ash Receptacles - Wall unit , stainless steel , bi - parting top covers. Provide one each floor at elevator lobbies. IdentifLing Devices : Provide two building directories with dark bronze anodized alum- inum frame and bronze toned name strips. Provide two project identity signs , Cedar background w/raised let- ters. Provide power to indicated locations. Each sign V xV xV . Suite identity number to be vinyl transfer letter sign 1 - 1 - 1 /2 " high , Helvetica style. DIVISION XII FURNISHINGS Carpet and Pad - Carpet to be commercial grade with nylon yarn and jute backing. Install direct glue down. Allowance 1 . 25/s . f . Draperies - Fire retardant verel with rodding as required . Rodding - Kirsch with all masters , cords , carriers as required for smooth operation. DIVISION XIV ELEVATOR Provide one 2100 pound capacity hydraulic elevator. Dover IVO Oil drauIic 2100H. Speed 100 fpm up 125 fpm down (to meet Oregon H. C. co(Ie) . Car Fnclosures - Manufacturer ' s standard , plastic laminated paneling , egg crate ceiling , fluorescent lighting , carpet floor , stainless steel trim, base and handrails ( 3 walls ) , stainless steel door.3 and frames . Hoistway Entrances - Stainless steel frames ; baked ename', doors except stainless steel doors at main door ; comply MFPA NO. 80 , U. L . "B" label . Signal Equipment - Hall -call on car ; hall bell and lanterns at entrances , position indicator in cars and at main floor hoistway entrances. DIVISION XV MECHANICAL Work in Other Divisions : Excavations and Installation of Site Utilities - Division 2 Rough Carpentry - Division 6 Finish Painti :�g - Division 9 Electrical (except as noted ) - Division 16 General Provisions : (Office portion of the work only ) . Proposal Requirements : Intent - To define general scope and work standards for the design and construction of the Mechanical systems outlines in this specification. Design - Build Contractor shall use this criteria to establish his proposal ; each proposal shall be accompanied with general design drawings to clarify his proposal and shall include all of the following : Pl umbing Heating and Air Conditioning Vent4lation Indicate as part of the proposal , the names of equipmeiit he intends to provide as follows : Plumbing - Water heaters , fixtures and fittings . Heating & A/C - Roof mounted units and split systems . Ventilation - Toilet room exhaust fans . Submit proposal and bid to General Contractors when called for. Architect will review system with Contractor after bid opening. Contractor to be selected on basis of quality of systems submitted and the bid price. General Requirements : "Conditions of the Contract" acid Division 1 requirements apply to work in this Division. Selected Contractor shall provide drawings satisfactory to obtain all permits required by Code. Architect will furnish reproducible sheets for drawings . Arrange and pay for all fees , permits and inspections required for the work in this Division. All work and materials shall be in full accordance with applicable State and local codes and regulations . All materials dnd equipment shall be installed as recommended by the manufacturer. Avoid cutting any structural building member or undermining any building footings. (his Contractor is responsible for all cutting and patching required �y his trade , and shall coordinate all cut- ting with General Contractor. This Contractor is responsible for any trenching required to com- plete his portion of the work arid shall backfill and compact the backfill in said trenches . Building utilities shall be considered as commencing at a point 5 ' outside building line. Include final connections to all equipment and to all utility services outside of building line as provided by other contractors. Coordinate with General Contractor the sleevt or insert locations in foundation or slat,. Inserts or sleeves by this Contractor. Guarantee work in chis Division free from defects of workmanship and materials for a period of one year from substantial completion of the work . Correct any defects developing in the system within this period , at no additional cost . Furnish shop drawings , catalog data , and drawings to Architect prior to ordering item,. Complete HVAC design drawings shall be submitted to Architect for review. Clean pipes , ducts , fixtures , and equipment before asking for final acceptance of installation. Furnish 3 sets of operating and maintenance instructions in bind- ers for all equipment and devices requiring maintenance or adjust- ment , ( includes parts lists ) . Instruct Owner' s personnel in proper operation of installation. Provide a set of As-•built drawings showing actual locations of all utility lines , tees and all other items buried below slab. Give set to Architect at completion of the proje -t . Plumbing : Sanitary and Storm Sewers - Conrrete pipe with bell and spigot joints. Construct per City standards . Water Improvements System - Cast iron pipe , Type II , 150 psi . Water Supply - Std. weight galvanized to Type "L " hard cc,pper or Type "K " underground or PVC plastic pipe fGr all above ground. Fixtures : Water Closet - Tank type , wall hung. Lavatories - Enameled steel , counter-mounted with Hudee rim. Urinals - Vitreous china with flush valve. Service Sink - Enameled steel . Electric Water Cooler - Semi - recessed , stainless steel with vinyl face ( to meet Oregon H. C. requirements) . Electric Water Heater - As required , 5 gal . electric , one per toilet room. Design Criteria : Heating/Cooling: Provide standard ASHRAE rated conditions for all areas . Equipment - Carrier , Trane or Mueller electric roof-mounted and split units. Verify location and unit weights with Architect. Duct System - Rectangular and/or round metal , insulated or lined to provide adequate sup - ly air distribution and sound attenuation. All air handl irig equipment, to be ducted , no plenum spaces are provided. All ductwork per SMACNA standards. Fiberglass ductboard is op- tional . Use flexible ducts to all ceiling diffusers and grilles. System Description - Variable air volume system throughout . Upper floor served by roof-mounted packaged air conditioners , 2000 s . f . maximum floor area per unit , 500 s. f. maximum zone size. Lower floor served by ceiling mounted fan-coil units and roof-mounted condensing units , 1500 s . f . maximum floor area per unit , 600 s . f . maximum zone size. All zone VAV boxes shall be Tempmaster , electric actuated , low veloc- ity type , with electric coils ; bypass or "dump" boxes will not be considered. Ceiling Diffusers - Linear type for VAV application , Tempmaster. Install volume dampers. Ceiling Grilles - Plastic eggcrate. Fire Dampers - Install where required by Code. U. L. listed. Insulate refrigerant piping. Design Conditions - Ambient , winter 15°F . DB ; summer , 88°F . DB and 66°F. WB ; inside , 12°F. winter and summer. Provide heating and cooling load calculations . Temperature Control - One electric heating-cooling thermostat per box controls amount of air delivered to its space. When any zone requires cooling , the respective compressor is energized. The electric heating coil is energized at the minimum position of the box damper. A seven- day time switch shall operate all fans con- tinuously during the day and cycle them at night in response to a night thermostat. The heating coils shall energize with fan operation at night ; compressors shall be locked-out . Provide a two- hour Mark-timer for each air conditioner to restore normal day cycle at night . Group refrigerant lines near grid line for easy location during tenant constructicn. Clip thermostats in all rental areas to ceiling grid with wiring coiled above ceiling panels. Condensate lines DWV copper. Ventilation : Toilet rooms - as required by Code. DIVISION XVI ELECTRICAL General Provisions : Proposal Requirements : Intent - To define scope and work standards for the design and construction of the Electrical systems outlined in this specification. Design - Build Contractor shall use this criteria to establish his proposal . Each proposal shall be accompanied with general design drawings to clarify his proposal and shall include the following : panel and circuit diagrams load analysis ( including electric heat ) fixture cuts Indicate as a part of the proposal the names of the equipment he intends to provide as follows : main switchboards distribution panels electric wall heaters devices and special systems Submit proposal and bid to General Contractors when called for. Architect will review system with Contractor after bid opening. Contractor to be selected on basis of quality of system, submitted and the bid price. General Requirements : " Conditions of the Contract" and Division l requirements apply to the work in this Division. Selected Contractor shall provide drawings satisfactory to obtain all permits required by Code. Architect will furnish reproducible sheets for drawings. Arrange and pay for all fees , permits , and inspections required for the work in this Division. All work and materials shall be in full accordance with applicable State and local codes and regulations. All materials and equipmenF shall be installed as recommended by the manufacturer. Avoid cutting any Structural Building members or undermining building footings. This Contractor is responsible for all cutting and patching required by his trade , and shall coordinate all cutting with the General Contractor. This Contractor is responsible for any trenching required to com- plete his portion of the work , and shall backfill and compact the backfill as required in said trenches . Include all sinal connections to equipment and to all utility services outside building lines and to pr`mary power source . Guarantee work in this Division free from defects of workmanship and materials for a period of one year from substantial completion of the work . Correct, any defects developing in the system within this period at no additional cost . Furnish shop drawings , catalog data , and Drawings to the Architect prior to ordering the items . Clean all fixtures and equipment before asking for final accept- ance of installation. Furnish 3 sets of operating and maintenance instructions in binders for all equipment and devices requiring maintenance or ajustment ( include parts lists ) . Instruct Owner ' s personnel in proper operation of installation. Provide a set of As-Built drawings showing actual locations of all utility services buried below the slab. Give set to Architect at completion of project . Coordinate with General Contractor the sleeve or insert locatio'Is in foundation or slab. Inserts or sleeves by this Contractor. Coordinate telephone system with local telephone company. Install inserts and/or sleeves required . Telephone company shall utilize no other areas than indicated without written approval by Architect . Desi_n Criteria : Service : Provide underground service ( single and three- phase service as required ) . Size panel boards for 25% future additional loads . Transformers - Provide as required. Verify vault location with Architect. Power and Lighting Distribution - Conceal all conduit within the wall framing , except overhead junction boxes and conduit . Receptacles - Provide as required by Code. Fixtures - Provide fixture cuts for approval . Sign Circuits - Verify number and location with Owner . Night and Exit Lighting - Provide separate circuits with photocell controls for night and exit lighting . Feature Lighting - Provide $2500. 00 allowance for main entrance light fixture. Equipment - Provide rough- in and final connections to all HVAC equipment , water heaters , elevator equipment and lighting. NOTE : All roof-mounted panels shall be weatherproofed and so located as to be completely screened from sight at ground level . All conductors size 10 and smaller shall be copper. Provide electric heaters in ceilings of toilet rooms . Each toilet room to have heater controls. Lighting System - Provide design calculations to determine incoming capacities and lighting levels . r Indicate initial and maintained average foot candles for each area. Office Areas - 4 tube fluorescent troffers it 8 ' xlO ' grid Corridors - Recessed incandescent units @ 10 ' O .C . Other - All exterior fixtures to be U. L. labeled. Parking Area Lights - Mercury vapor on 20 ' standard. In all rental areas terminate all branch circuits for future power development in junction boxes located above ceiling system. END OF OUTLINE SPECIFICATIONS JOHN McDONALD ENGINEERING SOILS•CIVIL•GEOTECHNICAL 7853 S.E. KING ROAD PORTLAND,OREGON 97222 (503) 774-0077 September 21, 1919 R.A. Gray & Company PO Box 23516 Tigard, Oregon 97223 Gentlemen: This certifies that I have personally inspected the foundation excavations for the Tarbell building at the intersection of Shady Lane and Greenburg Road in Tigard. In my opinion the excavations have peen carried below any fill materials on the site and below any organic soil remnants. The work has been done in accordance with the recommendations contained in my letter to you of August 24, 1979. Very truly yours, �VSfifte,A .i 7W `.d!'�U aawow � ��K MaOA�,P� I BALL.'NhC-H and bfAl CUNSULI ING 1NGINL LNS -----�___ -_ '14I SC Al1LE Wn•,.,IN(.ION `Ii.A � �� IuU nU chocked---- -- - � _ 7yv41. 1 QCII. _ _ LAAO F�✓►ti1 lZLy�F X14 5on//' Dox 4 x S 2, Cc ,d�= = �� 3DB �rz (om) &7- LC�vr, (fie) -JCS ►r L3 r ✓X G•G ^�-Y2 � I Cr. 2G-fSv 2�k Sk /b 1,25 /c /3X Sx /a . (,�/t A1,- _ �N. 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I SUI I([ 611oH1 .. .« �......_., .i.� Checked c. o r 7-5 Al 4 0( •ro �' /C.. n x36 �.r)0 �c/,qn �tit-t 944) r � ✓ �r ,1 LI�1/J^ Air X /0 �q r 4v j,V� �. �— 2G,G0 -7jl r>'7i OSx ?O)r 2 p /0,o o Ir i 46 x /Z_ 4,03 3 G LGcAD f L - C�S,Y- lS x 4,c1 3 I iAI i II•1.x.11 ..11.) .n.ull�� II��... �III�NI (.ON%LI0NIG I NI,INI 1 NS -- --- -- - � • 1 AME.WASNINGION cliegl k"Ulot IW I CL It ��) > 7- �5 b, yo /tp4 7 rLfGZ �L OL. I (?� d &A wA-/ d -- 25x G.••,a�• ,�, :mac /�'1,,,=- t_c_ OC_. I?, x lin, I *' x,20 ',. 12 25x- Zlo x .yo �,wal ° x 175 0 1 ,60 r Ah f=�v- 3 2r' F(-!L q6 Sox lC, els IZ .00 5's' y jq Md"JGnIl1 y g- '9cCi 1c 21 X10 FO,)—t, .---- — � s C. 7,,2G cuAcC. 7t L(A0 /--/?.tir l - <�XF2,GG •J� ,ib //6,2y �5c,Y- yGX l.:r I�Z C i ZoAO r12� oZ&.12 n� �2 3,�� I JIM BAI H, ► .�. W, • • CGNSUtt ING CNGiNI ERi BCAIILE WAS"NGION Chenl — --- - .l,b no --� _ ddb. 143 �' .� L.L. aJ•L ��Y �! (�,� ��p ti ? �25 ,/a7 10AZ - 5C, .2>e ?-O L L p�. (Y�X'-�2t5c) "2.0 _3 2cX 20 x Ico 9,(1a 4- 32,Go COX 16 X ICS 12,bo f 13.01 /GAG K 4 r! /�u /l3 �---_. LL c) 1 ti Z 00 Yl I 13 2 i I BALLIrvuLH ung 5i.1r 1 H, Hit . tr,cohon Dole :1.j•7 — �'-- .J • r.rrrr•ur lv+r� 1 a•�au t RS '--- •---------•------------... pd, nu 5EAI1tE wASOW.ION cn.nr --- crk.r tea -_ `ov 7,oco e . d Sox rix �tyo Sax 12 x Ido `1,60 /3k 711�,X 7 2.c, �qby leo i 1_50) ;: 64 6x (21 sc+) 5-ox 16 ,4 10 5,�a 9rbp y6K z3X7 i �. •1� r,1?,U t '-7 Al2 F L 11 7S.Vb r �X 61' ✓�C )L PV .7 2i�(16 +4) x/L ,�t�St �o x z2-{ �7 v)x rSgai, ("9e Tn etv F 4-SV) X1 M-Z CI"T"Y OF TIGA RD P.O. Box 23397 12420 S.W. Main Tigard,Oregon 97223 September 20, 1979 Prendergast Moore C/O Thomas & Greiner P 0 Box 1927 Bellevue, Washington 98009 RE: CONDITIONAL USE 20-79 (TARBELL REALTORS ref CU 33-77 and CU 15-79) Dear Sir: Please be advised that the Tigard Planning Commission at their regu ar meeting of September 18, 1979, approved your request for a Conditional. Use Permit to constrict and operate a professional office building in a C-3 "General Commercial" zone on a 1.47 acre parcel at the referenced project. This approval is Subject to the following conditions: 1. A half-street .improvement to local street standards be made on the SW Shady Lane frontage. No building permits will be issued until construction drawings have been submitted to the Public Works Department arid the necessary bonds filed. 2. The large oak tree onsite is to remain and be protected during construction to insure survival. 3. No chanes will be made to appro-ed plans or specifications unless formal application is made to the appropriate department and changes are approved by that department . Application For changes wili be made in writing and shall include applicable dra�.ings, engineering specifications and other details requested by the department. No construction shall take place in these instances until after the changes have been approved. Any deviation from this condition will result in the immediate posting of a stop work order on the project or any Fortiori of the project. A. That the applicant recei.vc site design review approval prior to issuance of building permits. The Conditional Use Permit shall expire in one year from the date of approval, if the use has not begun and continual progress toward its full operation is not in evidence. If we can be of any further assistance, please do not hesitate to contact this office at 639-4171. Sincerely, Ken Se lb KSvma Associate City Planner NOTE: The following n acknowledgement must be signed and returned to the City of Tigard, Planning Department, within fourteen (14) days of. your receipt esult irt of. this letter. Failure re tor turnwi isackno regardsltogissuuiceement lofrbuilding no further action or project permits or engineering approval. ---- Date Signature - Applicant Date Signature - Owner IVV1141C Vf !'LAIN, Kcvlcvv > )tJ7rdK l�7UE3Ui11QI�O2IlIQCK><RDR1Y M�4�07t�6K «, (THIS It NOT A lU11DIN0 P111IM17) Building r/kRiiELL OFFICE BUILDING 9735 SW S!IADY LANE, TLt;ARD No. 79-1247 Building Address County WASH INCTON Occupancy II-2 _ Conat. .V ONE Sound Value $3 r 001- Plan Fee--$-50DA50 Architect —4—OUN it G rINER New Bldg Addition ❑ Alteration ❑ Date Received 9 1,1.2L79 Owner THE TAPBELL t;0 Address 700 NE MULTNOMAIIaPORTLANEbote Reviewed10 2 7�__ Stories 3 Area 10.760 / N/S Attic 3' /�?_Fire Wella__NIS Fire Eacapaa NIS Emits 4—/_1.2._.ft. Main Pit, Basement Ht. Stops Tot.Width stain YES r,_S Vert. Shahs NIS_/ - Sprinklers Men. Alam N S S.P. N S / - / Ctosod Closed No Yet Are&Cnvered Int. Site Eat. F.t. N/S/ . Ht, DetN/S/S /_,_/ - _ Floor .-=[ •_ Coilingac+�p,-,.�. Roof13�-_UP Str. Members W00r) Class No, Type Area Covd. D" Illt wall rover STUC GAP PHI►. ►m. enol. SType flue Nom— Type Meg, System NIS —_ Fuel _-I11q E.t. Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. items No. - rhecked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversiqhts by this office or of noncompliance with any applicable regulations of local Government. REMARKS: _� '1lt[S 3" �...Ll A� LiF)i_$(�£j;�Y�'1.t�1L$F.StlElif�OVF-1 : '1MJJ31ICTTCIrt o>_A- BUILDING INDICA-D_ TO BE IN FIRE ZDJL,_2.,.._7:1115_REnEW_I S IkUFJ2-Q L=-r-FANO ljm-,-ATETY PORTIONS OF '1'11F 19766 S'[A' OO ,S REG k_ UUC.TUAL SPECIALTY-COM, _.-- ?)_111E EXTERIOR 14ALLS ARE REQ11112ED ZO U OCJr-JjnlU"QiIST$UCTI9LC C4T1TIr11IQII,SI_1Q TI1C 11NDIiRSIDE OF THE ROOF SHEATHING, rLIL-LAM BM -0-M FX iIQ WALL_�EE.JILS4__1 Q1fIBF --TO LE r 1�►•LY PROTECTED. _��-•--- 1) THIS REVIEW COVERS :41{E BUILDING SHELL AND CORE AR[:A ONI a ALL ffRI_ 1:E t,:' Examined b PAGE I. of 4 Copies to: APPLIC_AN'1',FILE&DEPUTY,SFt•i3OWNER C.bEPTa-FIRE DEPT._jELEC. _ 111,1113.3 ELEVATORS - -- --r !P'se/es/ta DEPARTMENT OF CGMMERCE—PIANS REVIEW SECTION NOTICE OF PLANS REVIEW -�tbp)4�t b,iTrx> -cSt!•ICS9WiT1ROG T'�JNTtAtaC�LZp), THIS IS NOT n OUItUING PERMIT a Building TARAELL OFFICEI3UlLDIyI_ - 97.3, 5 SW_;;' , 1AUE_,.21Cj,Rrj No. __Z�.124?__ Build.n l[t1 g A�tip•.; _CONSTRUCTION INCLUDING FUTURE CORRIDORS SHOWN WILL BE REQIJIRFD TO BE APPROVED Ul''rlL1S O FFI CF. PRIOR TO CONSTRUCTION. T11F. FUTURE CORRI I>ORS AS ICdDICATFD ON THE PLAN DO NOT COMPLY_ WITH SECTION 3304 el_& (1). rSF.F, P.P,PaI. CIANITF.I. PAGE 4030)' REGl1IRING ACCESS TO SEPARATE_ EXITS FROM ANY POINT IN 111E CORRIDOR GXCEPT DEAD ENDS NOT EXCEFDICdG 201 IN LENGTH. -S �dDS OF HAND—LS ARE REQUI RED TO _9E RETURNED. -sECTIOCt STAIR #3 IS REQUIRED TO RE A ONE-1(OUR EXIT ENCLOSURE. I'IfERE SHALL BE NO OPCNINGS - INTO EXIT ENCLO5_� -----_ _ -_6CR X -_.- ----- ----- 11 L ---- URES EXCEPT EXIT DOORWAI'S. ALL_DOORS IN_ EXIT_ENCLOSURES ARE REQUIRED 10 Iii OI�E-ItOUR ASST M13t,IES. THE ONF-1t0UR E}!tT ENCiABIJItE SitALL is6 MAINTAINED TO AN EXTERIOR- -r MI T. SECI'10N 33 8. - ---- - - --- ^- _-- ---- -- ) 111E HANDICAPPED SiIALL 'IF; GRANTED ACCESS ACID EGRESS FRO`i ALL AREAS_0_!--_ _ F TISF. 13UI -SGTION 3 03 a . u THE ELEVATOR IS NOT CO JS'IDERFb AN EXIT. t'ARLE S-A. NOPE t IJEI, AGE --- -- _ 4 3jALL -1 PE`IF.'rRATI;IG ONE-i1011R GCI LIC3G5 OR DUCTS PEC1E'TRA'I'1.NG CORRIDOR WALLS AND ffAV_I_NC -0$ENINCS IN1'0 T11E CORRIDOR SIfALL RE PROM bE5 APPROVED FIRE _6A'1PERS AT 'rl[E PEKE CRATIO�i. I'VE 2 of 4 --- - --.--._. DEPARTMENT OF COMMERCE—PLANS REVIEW SECTION NOTICE OF PLANS REVIEW i7JClM�76;'3T7Rf'�ETIX`B1IIlp1N(P,\*QY1QAKl lX (THIS 15 NOT A BUILDING PERMW Buildlr,B TARBELL OFFICE BUILDING 97355 SW__S►1A1)Y LANE. ' i ,Aili2^ _.. Na. Building Address 9) NO STORAGE OF VOLATILE FLAMMABLE LIQUIDS SHALL BE ALLOWED AND THE HANDLING AND USE OF (,ASOLINEE FUEL 011. A14D OT11ER FLAMMABLE LT_gUIDS_SHALL NOT BE PERMITTED, q!LES_S SUCH U_SE AND IIANDLING COMPLY WITH U.B.C. STANDARD NO. 10-1. SECTION 1108. 10) ATTIC AREAS_ REQUIRE DRAFT BARRIERS AS PER SECTION 32059 NOT EXCEEDING EACH 3000 S_ LJARE FEET. (9,000 SQiIARF_ FEET WHERE SPRINKLER PROTECTION PROVIDED). SECTION 3.205. 11) VOIDS CREATED BY CEILING-FLOOR SYSTEMS REQUIRE DRAFT BARRIERS NOT EXCEEDING EACH 1000 SQUARE FEET. SEC'T10N 2517(f).~ 12) HF.AT_ING1COOKING,p AIR CONDITIONING AND SIPIILAR SERVICE EQUIPMENT ARE REQUIRED TO BE APPROVED AND LISTED BY A NATIONALLY RECOGNIZED TESTING AGENCY, SUCH AS U.I..t INC.9 AND TO BE INSTALLED IN COMPLIANCEWITH AGENCY S SPECIFICATIONS AND RECOGNIZED SAFE PRAC1'ICES- THE INSTALLATION OF _VENTILATION SYSTEMS IS REQUIRED TO BE—INCONFORMITY IJITH TIIE-1976 r^ MECHANICAL_ SPECIALTY CODEs, CORRIDORS ARE NOT ACCEPTABLE FOR IISE AS SUPPLY OR RETURN AIR P LEN I n,l S. •----- 13 A.S.M.E. APPROVED P1ESSURE RELIEF VALVES ARG REQUIRED FOR ALL WATER HEATERSt INSTACLED �EI.T14ER IN SEPARATE WATER YANK PORT OR IN PORT FOR HOT' WATER LINE. SHl)TO_FF VALVES MA NOT BE LOCATED BETWEEN A WATER TANK ANU RELIEF V1',LVE. - r ~— �4 I,OrAL REGULATION S_OFt�NSIIRANCE STANDARDSFORTb TAWM N511�R NCR CSR b T Y D OFTEN DOS_EXCEED THESE MINIMUM STATE REQII REMENTS.�THl S REVIEW eDOES NOT COVER 0.S.E.A. ------------.— ____PAGE-a of_.4___.___ DEPARTMENT OF:OMMERCE—PLANS REVIEW SECTION NOTICE OF PLANS REVIEW %X11.M'0TH''TXTf.OfiICCBLiKU7NQ,7P[)RTEATITI 89201: (THIS IS NOT A BUILDING PERMIT Vft%TARIIELL_OFFICE BUILDING 9735 [�L&111lDYJANET1S;AI1DNo. , Kul d_ing Address (O.S.II.A.) REGULATIONSo F:DICARE-MEDICAID REGULATIONSo OR OREGON STATE HEAL774 D13PAR'1Hpi'I' REGULATIONS. _ 1')) PLANS ARE ACCEPTABLE SU[3JEC_T_T0 TILE ITEMS NOTED AIIOVE AND THE APPROVAL OF THE _ AUTHORITIES I{AVING JURISDICTION. - GE 4 of r /►lam 3' ^rca. r A-R r~� - /"lA rw — / v, 9 7 /t' �,gSir A/,<O\vAI3&r /a(?CA i p� 6 c 0 J P F,N 2 EAs& I t7 o 5 - 7 ;, O O U £Tar?y MA'+! = `� ? Ooo AREA - 3 .Z AltrA OAc r4 I�ERM IT ��87 N71 ' d as _ a 79 �y J 1! _oq ' ("!S U(� •- GO�ogo e U l Gc1 v e., �� S TN0t JOIN AA, i3✓,4,7i n,fa t� a' G vp^A,T X OA " 0 " "!or-17C"i/V4 v7' MIN. -rNvo EY ITS/EAGH /=fie n 3 W i uT ri ��F tt�r Ts l,Ain, F/.u-,.1. A n'L' s� _ f T ok' '3RU — 3 FT. , , 0 � � xi� zSic>�,s rZEQ`/J vvF_i2 Frit 000,95 �tar.vnt . on- /`>isiry Fito •.t ) IRVIN A. COOPER CIVIL ENGINEER '• 1 OFFICE 227-4123 WILLAMETTE" BUILDING REDISTERED: PORTLAND.OREGON 97204 OREGON WASHINGTON REe. 246-3463 H. A . t39A Y 6 Co. , Contractors 11`1144E :i.W. T i edasman Hosed Tigard, OR 97223 A ttn. : Ken A ndrews Genernl auperintondent Hos TAHBELL LUILUING S. W. '_)heady Lane off Greenburg Road Foundetion Soil ` :.,uk Jo9c.t: L,mnersl area reconnlaissanosas, augmented by subsurface invesatigsation to approiee foundation soil and recom- mend -structure plan of support. The property in sa triangular plot situated between bhody Lnnm, (south aide Frontage) end State Highway 2179 forming vie northerly houndary. The proposed 110Ix1301 L-shaped structure is Piasitiunad on the westerly sector, the wider portion of the 1 .47 acre Fared., with parking planned =.et hath E 6 W sides. These details were ol-tained From ;;net E' -1 of thEA Architectural drawings. An initial site irTspectiort was medo August 229 notir7'Tfl'!Tplot � surfece3 to be esaes3l,tiolly level with the frontoge ®trent, snrh� rubsat.entiolly below the grade of the highway. 7 he plc c w'1 e3 COI-� Firmed Elsa originally n minor lowland sKale, upgraded by rrsoent diapossitior of FILL to its present state. A report of stjba' -feFces investigation was m-ide Nvesilable, entailing three bored h,les positioned on a diagonal line ecross the proposed uuildinq arena. E-:cemimntion of the date] therein from split-tube drive. sampling, I permitted a prelimineary rias es,ssment of soil density and gnnerell chnraeter, suggesting further, exposure of strata. this was "rrengmd for and accomplished ALuyusat F41 with sewer, opswn pits mxcnveted by bsokhos, in depth of 9% to 12% feet. Lrfainwl soil was encountered sat 2% to 436 feet dept,-i, an e+vider,:--r,r1 by heavy rotted prase growth, indiopting FILL placement diel not Fegee 1 STRUCTURAL DAMAGE APPRAISALS FOUNDATION SOIL INSPECTIONS SURVEYS INVESTIGATIONS v In,cli.ede stripping away of surface vegetation. The SJLTY-LL.A Y over►,urdeMn wn(s Found to he dense, Firm and compact. below they arca:-1rilo laymr, streteq varied From CLAYEY-SILT to 51LTY-!aANU t,:) ,APP Y'_';11_T , ell existino. in ea firm •.tnte. Ivester was encountered et I_r to 1014 fe+ept depth. UMMAHY The proposed structure can Find adequate load he=,arinN on the existing] soil with rampeeoct to main floor slab. wall , interior columna, and central cores footings are reeommenood to he set upon Nit-Nun compacted HOCK (4" minus:) , after excevetion penetrates the Organic layer. This granular hlork must.. I.,ry cif increased width to accommodate the design footing aria -] lriw for pyramidal eloped sides. I oot:ing elevation ase:; detailed on the Flans m8y be maintained. Design for lond hearing (100% U.L .+L.L.. ) is suggested at minimum 1500 Lhs./Sq. Ft. , olthough ectuagl capacity in rsted at 2250 PbF . `� F U P BOfff S J' 4 , �e t e . (MEGON t' e9' 1)th �u.` Q C00P ; ' IA C;:cc 1. A . Cooper a. c. : 1 Consulting Engineer Soils - Foundation Page .' of JOHN McDONALD ENGINEERING SOILS•CIVIL•GEOTECHNICAL 7853 S.E.KING ROAD PORTLAND,OREGON 97222 (503)774.0077 Augu:t 24, 1.979 R.A. Gray & Company PO Box 23516 Tigard, Oregon 97223 Gentlemen: A soils exploration has been made at the site of the Tarbell Office Building at the intersection of. SW Greenburg Road and Shady Lane in Tigard. The location is also described as Tax Lot 205, NWS, Section 35, T)S, RIW. FIELD METHODS Backhoe test pits were made and a log was kept of the soils and con- ditions encountered. Soils were given hand classification tests in the field. Near surface soil conditions were tested in a shallow augered hole. A penetration test was made using a 1" retractable plug sampler. This device employs a 31-�-pound hammer that is dropped 27 Inches to drive the sampler. The number of blows required to drive the sampler 6 inches into the soil is recorded. The results are not directly related to the Stan- dard Penetration Test normally used in soils exploration, but they do fur- nish within-holy corrvintions and they allow comparison with previous tests made in the area. Soil strength was mensured using the Town Borehole Shear Tester. This consists of a borehole unit having expandable, ridged plates that is suspended at the desired depth in a carefully smoothed borehole. Regula- ted compressed gas from a control console is used to press the ridged plates outward against the walls of the borehole, thus exerting a "normal stress" against the soil. After a delay Lo allow any soil water pressures to dissipate, a measurement is made of the "shear stress" or the effort required to start sliding the unit upward in the borehole. This procedure is rbpeated at a number of "normal stresses" and the attached worksheet shows how the data is Dlotted to arrive at values of soil friction angle and soil cohesion, which can be used directly in foundation size calcu- lntions. FINDINGS The attaches: Location Sketch shows where the seven bnckhoe pits were made. The findings of the individual pits are lilted below. 2. PIT 01. Location: 55f from Road C/L; 151E of West B/L 0 to �' Grass and roots � to 2�1 N edium brown silt 2� to 7' S_ .`v Clay, firm, becoming damp at 6' 7 to 9' Clayey silt 9 to 121 Blue-green silty fine sand, water at 101 12' 1 End pit. PIT #2. Location: 105' from Read C/L; 401E of West B/L 0 to 3�1 Tan brown silty clay fill, firm 3� to 1.21 Medium brown clayey silt, becoming damp at 5' 1 , water at 101 12k1 End pit. PTT #3. Location: 1501 from Road C/L; 851E of 'lest B/L 0 to 4' Brown clay fill 4 to 5' Grass, then dark brown to black clay 5 to 7�1 Medium brown silty clay, water at 7' 7� to 1t' Medium brown silty fine sand It to 121 Blue-green sandy silt 12' End pit. PIT #4. Location: L00' from Road C/L; on East B/L 0 to 4�1 Medium brown silty clay fill 4� to 5�1 Grass, then dark brown to black clay 5� to W Medium brown silty clay 8� Lo 10' Clayey silt, wnLrr at 10 to 111 Silty sand 11,1 End pit. PTT 0. Location: 50' from Road C/L; 1201E of West R/L 0 to 2�1 Medium brown silty clay, wi.th fine roots (fill) 2�1 Original ground 2� to 71 Medium brown clayey silt, firm 71 End pl.t. Water at 71 PIT X16. Location: 1601 from Road C/L; 10'r. of West B/L 0 to 3�1 Medium brown silty clay fill 3� to W Grass, then gray to black organic soil 4� to 7L,' Medium brown silty clay, mottled with blue color 7� to 9k1 Silty sand, trending to clayey silt 941 End spit. PIT V. Location: 45' from Road C/L; 451E of West B/L 0 to 21-,' Medium brown clayey silt fill 2� to 5' Clayey silt, dense 5' End pit. 3. TEST HOLE NF1 was made to assess conditions in the original ground near the I arge tree. It was located 62' from the Road centerline and 25' from the tree. No grass was on the surfarP. 0 to 3' Tan brown .silt, dry and dense 0 to �' 24 hammer drops for 6" penetration � to 1' 44 hammer drops for 6" penetration The attacheJ worksheet for the Iowa Borehole Shear Tester shows too different slopes for the strength plot. The initial slope is 40 degrees, which would correspond to a very dense soil. This in fact is what was present but the problem in .such dense soils is that tt.p ridges in the plates do not get fully seated at the low "normal stresses". To be conser- vative, LhP flatter slope of 29.2 degrees was taken as the soil friction angle. With this soil friction angle a soil cohesion of 830 pounds per square foot is indicated. A lot of this cohesion probably will disappear with the wetting of the soil in wintertime so, again, to be conservative, a soil cohesion of 150 pounds per square foot was used in foundation footing pressure calculations. To sum up the findings, fill is present on the site with depths of from zero to 4� feet. The fill is well compacted and firm but unfortunately, the grass and organics were not removed from much of the site before the fill was started. The original ground is firm in general and dense near the surface where the compaction traffic has passed. REC,OMMENDATTONS 1. The building may be founded on spread footings. It is not neces- snry to u!-,e piles. I_o support the huilding. 2. Footings .shatl not be placed on the existing fill. If desired, footings may be placed on the original ground after excavation of fill and any remaining organic soil, following inspection by a soils engineer. 3. As an alternate to 2. above, a structural fill of crusher-run gravel, or graded 14" minus crushed gravel may be cone-tructed on the original ground after excavation of fill and tiny remnining organic soil , and after i.ngpec- tion by a .soils engineer, so as to bring the footing bases to a common elevation. The minimum width of the trench for the structural fill shall be equal to the sum of the footing width at that point plus the depth from thr base of the footing to thr hottom of the trrnrh excavation. As an rx- ample, If the rrquired footIns, width were three fret and if thr, rxcnvntton were carried to three teet below Llw base of the tootttig, the minimum trench width would be six feet. 4. In constructing the structural fill the gravel material Is to be placed in layers of maximum six-inch thickness and compacted with a vibra- ting c.ompacter to a density, for the total gravel tnat,,Tial , of nt least 4. 100 percent of that attained in a one-point field test using ASPM D698, Method D. In the event that the proportion of large-sized aggregate pieces makes the density test impractical, the soils engineer shall evaluate the fill density by judging the difficulty of excavating and separating the individual aggregate pieces using hand tools. 5. The allowable footing pressure, using either Recommendation 2 or 3 above, is 1,500 pounds per square foot, for all loads of any dura- tion of time that can be reasonably expected to act together. 6. Total settlements under the above loading are anticipated to be about one Inch, with differential settlements of about a half an inch. The bulk of the settlements will take place during the construction period. Very truly yours, ['f�&� C. G \ f 'Q' lTt9t�7 4i�1i....1 o�auw vn JGc* n `urn q ti� McO�1P !` PIT #6 PIT #3 PIT #4 PIT #2 PIT #1 LARGE 'rRFE #' Pi'i fit? Seale: 1 " 20' LOCAT�_ ION SKETCH 1 � TARBELL BUILDING Shady Lanes Tigard John McDonald Engineering 7853 SE King Road Portlandt Oregon 97222 Lj Lj Lj + �■■■■■■■■■■//■■rerr/r■rwrw w/■�■//r■■■■■■■/■■■/■/M/■ ■■■i■ • 11 �'� 1sli �ii11111 r:s:uswaagsa soo@ s=■■■m■■es:■siI e:■■:■■ ■r■s:s■e:ewoesro■m:r■■■�-■■■■■■■ ■ ■■:s■. II1 ■.■ :. ::::::■:::: ::::::::::::::�::0 mop" age iSi��i:�� s _■=T■mrsi 12 1 soon on 8 0WIR some■■■ ■o ■■ r■an o■■ ■ ■■m� O!■ ■w ■ elm■■■.■■■■ ■ 1�' ■o ■ e!11 ! ��' 11 0, 1111 1 I o11111111as on son ■ ri�i �� ■ an ■■■■r■ ■ m■:m ■ Inglis s�ss�sss�=�� eas � ss�s:CsC � ::11ssa■o ■■■ son so ■ s nrrs■m■ so■■weres ■•im■■ ■o ■�o■■■e■w■m ■■=:�:■s■■:�Cm:e■r=:etimm■ ■ :s : s: ' i: i: s:::=e■=s■■ s■■■ ■: :::: := i : 1 _ l: al_ :m i6 � mmosis:�s::m:::i: ::: : : : o : :: : ::s: i on ' along se ■ = iningswenr r■ n "use None wing won as NJ 0 ■ir�r�e11me■:u:■■■i■:■e■ ■:a mammon anmerealso ■re■ ■ opens me:: ■ �■ ■ Kim ep ■■e■■■■ ■■■emem■e ■m�rm■o■ •Omer■ ■woos• ■■:/■More rr■� +!^mlf�W71"VER�:r■o■mer■■ morass■ soar■■I e:■■■r■rr + ■�s■ww■wrr■�i■■■ wrww ■r■r■ we NEWNESS:::m:r■■■■■e:■r■� c1l'y OF T I GAR D E p.O.Box 23397 12420 S.W.Main Tigard,Oregon 9722:3 June 25, 1979 I Join H. Greiner THoj,:%S & GREINER - ARC%:iTEC'LS P.U. Box 1927 Bellevue, Washington 9800s ' Re: SDR 28-79 - Tarbell Building Dear Mr. Greiner: The Planning Commission received your letter at their June 19th meeting. It was their feeling that the conditional use permit had expired making it necessary for you to reapply. The next available hearing date is August 7th. Enclosed is an application and list of required materials for a conditional use permit. I suggest that you get all the required materials in as soon as possible in order to secure a hearing date. The fee is $325. Design Review approval of the Tarbell Building has been granted with the con- dition that the Plauniog Conm±ission approve the additional height. The Building Department can issue a grading and foundaheorlhpeis�t at resolved5 pont' but no building permits can be issued until the g If I can be of further assistance please do not hesitate to call me at 639-4171. Sincer ly, Hilary 4ackenzi.e Assistant P1_anner Ht4/pjr Encl. I IW LCITY OF TIG ARD P.O. Box 23397 12420 S.W. Main Tigard,Oregon 97223 Jutur. 22, .19/9 John Fl. Greiner THOMAS & GREINER - ARCHITECTS P.O. Box 1927 Bellevue, Washington 98009 Re: SDR 28-79 - Tarhell. Building Dear Mr. Greiner: Please be advised that the Planning Director on June 19, .1.979 approved your request for site plan and architectural review of the above referenced project. This approval is subject to the following conditions: 1. That a half street improvement be done on Shady Lane as per the City Engineer's recommendation. 2. That pr.•otective measures be taken during construction to insure the survival. of the large oak. a. That the applicant submit a lighting and irrigation plan for design review approval . That the Planning Commission approve the extension of the conditional use permit allowing the addii-ional building height. 5. No changes will be made to approved plans or specifications unless formal application is made to the appropriate department and changes ;gyre approved by that department. Application for changes will, be made in writing and shall include applicable drawings, engineering specifications and other details requested by the department. No construction shall take place in these instances until after the changes have been approved. Any deviation from this condition will result in the immediate posting of a stop work order on the project or any portion of the project.. If we can be of any further assistance, please do not hesitate to contact this office -t 639•-4171. Since r Xa;r n ` M�kenzie Planning Assistant HM/pjr Prendergast Moore Company for D.M. Tarbell �lA� 2 Jane 22, 1979 SDP. 28-79 - Tarbel.l Building Note: The following acknowledgment must be received by the City of Tigard within fourteen (14) days of your receipt of this letter. Failure to return this acknowledgment may result in action by the Cily of Tigard. T hereby acknowledge this let .er documenting the action of the Tigard Planning Department. 7 have received and read this letter, and T agree to the decision here documented and to abide by any terms and/or conditions attached. Signature Date STAFF REPORT TIGARD SITE DESIGN REVIEW June 19, 1979 TIGARD CITY HALL 12420 S.W. Main Street, Tigard, Oregon Docket: Site Design Review SDR 28•-79 Applica.Alt: John A. Greiner Site Location: S.W. Shady Lane and Greenburq Road (Wash. Tac Map 1S1 359, Tax Lot. 205) Request: For Design Review of a three story office buil.dini Previous action. On r4ovembei 1, 1977, the Planning Commission :oproved a Conditional Use Permit to exceed the building height limitation. On February 16, 1978, design review of an office building for the site was approved. Parking Requirements: One space for each 350 square feet of qross floor area. Applicant show 32,280 square feet oL floor ares, = 92. spaces required. Applicant proposes 90 spaces. Dire to the site location near public transit, staff feels that the two additional spaces riot shown on the site need not be required,. (TMC Sec. 18.59.070) qi_te Design Review. The subject site is zoned C-3. The property is bounded by 217 to the north and east; vacant land to the south, and a service station and mixed commercial uses to the west. The applicant is proposing to build a three story office build- ing 45' in height. Approval was given for the additional height, and design review approval of the project was grant- ed over a year ago. The owner has since hired s different architect and resubmitted for design review. The pressed office building is 10' higher than the required 35' in a C-3 zone._ The conditional use for increased height was approved well over a year__agoo___HoWever,. the Planning Commission must approve the extension of the additional use pe rmi t. The site plan i.s acceptable and meets the setback, land- scaping, parking and access requirements of TMC. The right-of-way on S.W. Shady Lane is 60' which .is 10' more than is necessary for a local street. The applicant may wish to have the extra right-of.-way vacated. A hall street improvement is necessay on Shady Lane. The right-of-way width should be cleared with the City Engineer prior to any street improvements. STAFF REPORT SITE DESIGN REVIEW June 19, 1979 SDR 28-79 Page 2 No irrigation or .1i ghti►ig plans have been submitted to design review i Staff Recommendations: Staff .recommends approval. with the following conditions: 1. That a half street improvement be done on Shady Lane as per the City Engineer's recommendation. That protective measures be taken during construction to insure the survival of the large oak. 3. That the applicant submit a lighting and irri.gatl.on plan for design review approval. 4. That the Planning Commission approve the exters.ion of the conditional use permit allowing the additional building h Aght.. 5. No changes will be made to approved plans or specifications unless for- mal application is made to the appropriate department and changes are approved by that department. Application for changes will be made in writing and shall include applicable drawings, engineering specifica- tions and other details requested by the department. No construction shall take place in these instances until after the changes have been approved. Any deviation from this condition will result in the immediate posting of a t' work order on the project or any portion of the project Report prepared by: HilaryAcia:kenzie Report:Approved by: Al. .e ward Plannir�aAssistant Plar Director eer a� � aIr I� lo■I e LITY I IC ,A.RD DATE ,�/ 6 _ `.r. 19 1 NO "UILDING PLRMIT APPLICATION LICATION uF _____ IF tI1JDF RSIGNED HEREBY APPI If S F OR APF EMIT FUR THE \NORK HEREIN INDICATED BUILDER ONE _ ANS AND SPECIF ICAl IONS. OWNER NHDNE_ �•F, AS SHO ��Y_ WN AND APPROVE[) IN THE ACCOMPAI1 , LOT NO. ON JOB ADDRESS T/_,�t � /alstel— gRCHITECT ENGINEER CI _. __ _�_-.- _ _ DESIGIJER ADDRESS �7E �tifW— ❑REMODEL C�ADDITION� � L�H_EPAIR _ _ L�pENEWnAL L�F�RE DAMAGE DEMryOLITIO (]EDUCATIONAL DGOv'T—_�REL�r�10USOPAT10 I^JCARPORT IJGARAGE ❑S TORAGEC�SLAB LJFENCE r.�M ❑E.u---._ — _•'_ '- n ❑SIGNS �- 'ND ❑MOVING _ OCON�ITIONAL USE C�DESIGN REVIEW�IJCO_UNCI APPROVED _ ,�+ I tY'PX12,_FIRE ZONE____ PLAN CHECK _- -:z. E� — v�NCY� LANO USE XONE --•• - M s Y ALL �- L_ LEFT SIDE RIGHT SLDE _ SET BAC 5 F ONT REAR __BUILL7ING DEPARTMENT •— -_... - _�_ -- -- — -- r•rm,t r _ IS PE MIT IS Sqj ED SUBJEC — THE REGULATIONS CONTAINED IN THE BIIILDING CODE, ZONING HGUL TIONS AND ALL pPP ABLE CODES A ND ORDINANCES, AND IT IS HEREBY AGREED THAT THE 7HA1 THE COMPIANF, WITH ALL K PLL CBE DONE ENE IN S AORDNDAORD NANCESNCE WITH k PLATHENS SUANCECOF`TH SNPERMITNDOESLNOTCWAIVE `:UL, tu18I LSTA GTIVf CO ANTS. CONTRACTOR AND SUB CONTRACTORS TO NAVE CURRENT CITY BUSINESS LIgANSE SEP ATE PERMITS t81P Y8% REOUIREO FOR SEWER, PLUMBING AND HEATING, T 0181 Hy AVPI,CANNT'ORR AGENT nece,pl No __—L J�—� SJ--J— 1,0 I I, uved ADU-AlSSSS 0 V 1 i -- 4,► ZARGSINSKI -TATONE ENGINEERS, INC. 8737 S.E. •TH AVENUE, PORTLAND, OREGON 97202 PHONE: (803)23'"798 1-2 I I I I I i r JOB — ZAROSINSKI-TATONE ENGINEERS INC. 3737 SE 8th Avenue SHEET Ho of __ — - - --- — ;, PORTLAND, OREGON 97202 CALCUL ATEGBY _ __- GAIF I (503) 235-8795 CHECKED BV--.. - GATE-. - -_ SCALE-__.___. - --- - - - _..-_- .............. 1.._.._ _W. 7,:* 2-5 lYl� so�;� y 42E5iaA) 40 - � �'o�r :.?-•� �,-->/e,4 cs/t�� GAO - � � LIE'. �✓ /�PN�/4�tir 63 - LloL LA&,i tj 4-,7 - 70 a I _ 22, ��`p �U 14 1) fOR4 90� Ar�Mbin hbm i�FE��wc Tnrns�nA M��e O1�T0 i Joe r/94Qc�c, ---- Zarosinski-Tatone Engineers, Inc. SHEET NO . T � ___—_ OF. 3737 S E. Fighth Avenue CALCULATED Sr—_J L DATE.__ 3 - PORTLAND. OR 97202 -�- �^ (503) 235.8795 CHECKED BY—_ DATE _— SCALE -_ -- - �a1.F 7v C, /4 �Fr. L 3 fey �E �oF 2.2 WAIAJ Grr2nee 2.0 i MTX,, r-+�C K,k)4 3. 0 i Fu2c rov D,z Jo�xr 2, S CEI,i ),; ). r) filEcH r4,1 u,G. 5.O LL J+t/o�.J ZS P�r lUa ��rFTinJG o b . z )Ca 54-,<-rsaQ «.� 42 P s F pu 2 w K 4a = ��Sz � = ¢oxzq,'- 31, 3,', ,< I c { i r.�. �1 1: ,2 f� - '.A (-'100 r2'T" k vti� ti W Iv x .32,< 2Y, A 1000 {(1HN 7fAveM�k I.om�1�.rE 9�IIMf. i�anf�M M�� 0171 -- `- -- JOB____—__--------+----- -------.. ..-------- -- Zarosinski-Tatone Engineers, Inc. SHEET NO— Z — OF 3737 S.E. Eighth Avenue CALCULATED 13Y J. DATE PORTLAND, OR 97202 I (503) 235.8795 CHECKED BY DATE._ SCALE I (o H 7 3 000o Ps o R/3C.© Oct r- -7—t E 7� Feo&)-r- ec q e ��u, s 4k4x %g Z VVI = w� I b C) C:) ^Z 'Z1o&N o u }E L 4 K % I FORM 104 Amble t,. I-w Townur 1.Men ul4ro roe_. - Zarosinski-Tatone Engineers Inc. SHEET NO �_ OF_____. Q V 3737 S f_ Eighth Avenue CALCI"ATED BY _JT. DATE._ 3 w PORTLAND. OR 97202 (503) 235-8795 CHECKED Sr DATE SCALE -- -- - - R,pp�J G,Ra�2 11� - 42 x z8 x 41.52 2 I c l 1 21 x 62 ATL or 1.17(a K z2.5 r4l•S4 Z� 4- - a 741 I r¢a g5 ,% 42 a 9,0 $'� •'6 41,5 f PL 2 K L �Ze—S9c� �i +9 4 11 +25+33 x c�l.y ll,sd �___ _ la,35 o' S 41.5 $9Cv E.S+I(A,g+Z4.S +3 .5 7 +40.5) - ---- 41. 5-- h1� 24,454 1404 &8. Mr = 23 .1 tl1. E4 Z¢,�0•5 -41 �- -- w I � � Z �• -2 rfo.1JCL = -L0,41. ir4+ 474$ +Zlls 28.4-7 2I xCoa = 2Co(,$� �41 �,o•�SO �-_ _�� A 3C - - - — , C 4� f O"204 A..OMM from rNWjEM7,w T.—God Most 0100 TA 1cisc4- . JOB_-_-r_�. j Zarosinski-Tatone Engineers, Inc. SHEET No _____� ____—_� OF 3737 S E Eighth Avenue CALCULATED BY- JL DATE.-_3 _. g PORTLAND, OR 97202 _ (503) 235-8755 CHECKED 13Y DATF SCALE..._.- __— ----------- -------- i W.S r s'9� S9Z 7.L .,• ' M ►°�!� GIR0�2 _ 1 co K *� 5.9ZK8 *'1.2Kt�; L.8. 24 + 8.9�N3Z ,Q I?. li.� V fig.s I i;.?2� �, s.9c�R�.sfg.s �a.s��.zxaz.5ts.9Z � o•� = 3't•S V1Ul«+CM C.�1Rs7 �1 r h.1 17.4 .04fuh Ito ° Su��aTer�r� ' i .at 2 o-4 n_ KI Ckk Q - 5.7.5 x O, x��_�� _ 1- 48 K z9 c�no x 9P13 FORM 104 Aw*bM hom Lvn M INC tow of Mass 01470 wR4w T_ JoB Zarosinski-Tatone Engineers, Inc. SHEET NO of 373/7 1,E Eighth Avenue CALCULATED BY__.J L_ DAfE PORTLAND, OR 97202 (503) 235.8795 CHECKED By _ DATE_.._ SCALE LvRoS Glp 14 . 2 20. S K 49 ( A - 3 I A - 4 ( K K ) 14. i LF Si �#J A)cC0 1�1 .STK 71.�'�= S4 �.c?K Z x -z t i_ _ �o z4. Ps i r i . 3z 2Z' KSI x414, - l4• SxlZrq . 95 - t'�. 4$ F'$ 1 2z. o r.ZY k 371 lOAM]0� Av�l4�M i.oR.(NFB`.SIiN( T�wnennA Moet OI�/0 JOB ----- Zarosinski-Tatone Eogineers, Inc. SHEET NO.-- �Q_ or._� -- 3737 SE Eighth Avuiue CALCULATED BY J� DATE PORTLAND, OR 97702 —� — (503) 235.8795 CHECKED BY___ DATE SCALE-----,. T u E CCX, �/ j L 1 a S. K K I�.S " 1Z/13. s = IZ, B`J SSI L O�'b _4.44 + 1 •v`� ��,9 L I . v zz ►7, _ 4 z7, s<� Tv os5 �8 c,�J� t-t-- L IA)E FORM 204 ArsYEI!1,m r c o/iw,Townsond.Mass O470 JOB - Zarositiski-Tatone Engineers, Inc. SHrET No OF _ 3737 S E Eighth Avenue CALCULATED BY I //�� DATE PORTLAND, OR 97202 (503) 235.8795 CHECKED BY___ _ _ __ ___ _ _ __ OATF SCALE------�...,.. �L vC�rz 7r/eff7" tiJG DcN(A. eoO ltiX rco 17 So SEGok)&4tlY 15eVIT. C` c '0 Z t 9 ,- 28 c�g K C o.� 5'7Af T/dti/ G.ano�Ny SSR 4:D z rl �EQ� R • �I (S i z z 4-9 �� ,2 o U K- �' _ .Iz-5 4 4 4 �, • S = 8K IZ = � Co• 1(px4•S 4- _ '77 " r' t o PSI PS t 4,12 xlo� �IJ�z `? 29 X X49_ 4�4 NN O � _� �b = Z4. Z � 1> (,.41 7. Z�� 113 2 ; + '"I i �3� >1104 T L ,2 5 �{ FJPKA 20.—_Ar.YOkhum C—W,w. 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S 4 'S c S r u o @ I Co c/a. leg9 S -1- 4 0_G� ZS- 19 g) _ (c�2 �¢ ALL 2z• Sh X 20,403 w� — 2� Y 10 S 2z sh .co x7- .4s� 6" �9eoo 'c .� o K, Y I ORM 204 AvAYhM IrLM C�; ,iW Townsend MAN 01470 JOB E'ty Zarosinski•Tatone Engineers, Inc. SHEET NO __ _ OF _ 3737 S E. Eighth Avenue CALCULATED BV �_- J DATE__ 3 (--- 7%b PORTLAND, OR 97202 (503) 235.8795 CHECKED BY-- DATE__ SCALE _ V. �= z �. I r + _ z3. 1r 4- so = s7.7s l I LL = S o m I ~ 4- = ca P S 1-3, 5 K` P P P P P 1 r +C�. 100IIY 204 AvabW km To1nto Mm 01470 _7 Zaresinski-Tatone Engineers, Inc. -- 3737 S E Eighth Avenue SHEET No _ __�� PORTLAND, OR 97202 CALCULATFD BY (503) 235.8795 - DATE—__�" �V — 7 CHECKED BY _ nnrF / b 5.5 Z N I � � +�jlC Xa r + SQL x�x 4Sg X$1S•5 1¢.b� Z --'--- ♦ + I Co U x.. CVs GO x v° I 41. S 35-x9X ZT5 + zogx , �c1�77+ 39s�$r K E2 - �h = 398r4x +- s�SxIZ+ �LSx x 1313 GO(o?' ZO ZC7x 'f' + Zr'•33x' x 4 xt Ioz, 5&,& 3�Gx x 4 _ 3L�+9�.sK� I . 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Avenue SHEET NO _ PORI LAND, OREGON 97202 130_7 (503) 235.8795 CALCULATED BY L..__ _�! _ DATE CHECKED BV _ --__-_ _ OATS SCALE i i iS.ZS� e, �e t ,7ti K zZ + d_7S+rZQ � IS 2S w 5n '� A- s It Zs -4- 14.5_K Z z. i S x 4 (A)leo x 4 (-) 5/ 7 + IIt's + .7s 475 4-R6,86x4 xG.og + Ill,zx X 6,33 : A = 111,s � 3�5 + ��^g�� 4ky.174744f.4x1o,5 + 24�p4KPs � r4.7s �. 4 ro. ►s ,z.5 = (�. S w �CaS - ►IS 3.25 ,< Z. I-7 2211•rj �� k � Ez ZZIhS_x 1:7Z9 n r,vno T ' cl. sso x I Z_ r 1`FU 7f1, AveMbM from�/be ti3—t,w<. 7--d mm 01170 ---- - ZAROSINSKI-TATONE ENGINEERS INC. JOB 4 3737 SE 8th Avenue SHEET NO OF PORTLAND, OREGON 97202 J Cr 3 (503) 235.8795 CALCULATED BY.—_ _�.__-_, DATE_—_-.-- CHECKED BY __--_ ____ DATE SCALE y I Ad G �' �Ti'9 K c cJ�r-v ol-- 8 g5__ S = 9.A75 � f"� Lb x IZ �x Zo—o G�eon = � 9•� S X �- - 3 � �t VJ � 2<0 �}- ( sm. A o ah't Ls �4 i4 X7.4 is.s IZo ��. 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Joe - 3737 SE 8th Avenue SHEET NO A OF PORTLAND, OREGON 97202 _ (503) 235-8795 CALCULATED BY_ a.l DATE 7_ (F CHECKED BV —_ DATE ------ ------_ SCALE T-W 0,1< �wa�itiosJ 71 c u o I � V ` SE I fI I I 1 FOAM M A.MMF hem L�111C To"%Or d M,"ONTO — JOB-- — ZAROSINSKI-TATONE ENGINEERS ING. 3737 SE 8th Avenue SHEET _ I OF PORTLAND, OREGON 97202 CALCULATEDBY---4—�— on'E 4- (503) 235-8795 _- CHECKED BY Dn rF SCALE I FG 0e. . �oc�. DE51c rJ i z4d e S+45 47 + Ex T, (A) _ 71 10 43 I f N 7-EK I :,L C L 4% %U I'Z x V Q 15 P,.-.. L L I RPI � �r� G,revee Al I 4 S K 715 =;2,K 2 3Z) S.S = Z 9 r, I Fes- �,. -C t.sy INSI I� I > > I . c7 pIL �Eco- kAQSµfoP6erEO INt IdKf IS Lcsf Th-ArU IZ'- ronM 204 AveiiD4 from C/VJ`ASJ oet To—sond Mau ono ZAROSINSKI-TATONE ENGINEERS INC. 3737 SE 8th Avanue SHEET NO_. PORTLAND. OREGON 9i;,02 oc---_-- _ _ (503) 235 8795 CALCULATED BV J 4 - 3 - 7a _ OAT"-- -4 BY-____ _ DATE. .._ SCALE C cs 4 04rr ti4 M 2`L. S ti 91L _ ro, 10.94 1-4- A4 .9 4 -i 4 .94 x I2 � 3. 9S 4-4 '217 r '21z = G s S 12.7 3 4 N�. +. a5 x13, 7- 7,15 5. 7 F a = 17• i '� Z•Z� � 3 �-: I � �?•o r _ tai ' � �C �---�_--�. Ta F3 - . � �.-.---•-��"-- ZAROSINSKI-TATONE ENGINEERS INC. p 3737 SE 8th Avenue SHEET NO f 1 OF PORTLAND, OREGON 97202 CALCULATED BY _�_..__ DATE_ 4�7rm 1503) 235-P/95 CHECKED BV DAIE SCALE 1 �v4r� I r 4 iZ�v FL �R l d0� � dT71` ' 13 113 4-7 273 "- 16.I A 15o Z-,c, zo., 1 zo.S- 7 7 I Q T"I 04— COL -5 72 :lc 5� �s Z 7 3 N.( = 2 3 x Q,7, 189.7 '~ k. � ea r� a 159 , 85xZ,43 + LL1 6Ns Cray- t �ONM 104 AraiDM hnm NT" nr. TO.w..d.hep 01470 roe- �6FL v Zarosinski-Tatone Engineers, Inc. SHEETNO. 3737 S.E. Eighth Avenue CALCULATED FY '1L._ !,ATI PORTLAND, OR 97202 (503) 235.8795 CHECKED eY — DATE�- SCALE - _ 3 � I 4 , $ c11.741 + 12x311 +I(p*' 11,14• +- z4 ,� rr.7�'+ ZgY4,34 -, .ZK I h�- = �.s x 74.E IC35 x434+ 14.Sx (I.1� + 22.5 K 1116+Z1Q.�ri3.1 +3oSx r�= 29.1-f, 1(0 3 4- n 4 4-13,-Z4 A4 i-J9=L lo.-Lb Z -3 �.4 YJ ZJxg4 zw- 1,J 3ox9 � 4 19.4 1U ° 11. 4- r CORM 7)4 AgYDM Iron J?�*�iWWC TO-MOld M060 01470 JOB -- ZAROSINSKi-TATONE ENGINEERS INC. Z OF 3737 SE 8th Avenue BMEtTNO - _--►--- - -_ PORTLAND, OREGON 97202 CALCULATED er J DATE-- - (503) 235.8795 CHECKED DATE------- SCALE- ATE --------SCALE- - r-- G .e�n �1 ►.» 4 ono z coLS. . 6)7 p P 49 zl •S Zo � b - 1(ot-7 IG p - 114 . 3 '1. 15 1. I S a 7-.7 FE34A 114.3 ��q.Go i�.3 --- — 9?-7 Q5 31, 35 I VT 31 .8 3 3$.(.1 34.3 10.7 Kz '75K jz,s I - I wol 'I �1 � � ��.a3Rl.s+ gK t,�3 t �Jb-, � 10,7 K � • �5,� � z fCAM 10. AveMbM him j ..w T—bond M.S. OLEO r. Zarosinski Tatone Engineers, Inc. sHEaT NO ___Z_Z ____-- of_-_ — 3737 SE Eighth Avenue CALCULATED Br / DATE—.--------4 ^*7 PORTLAND, OR 97202 (503) 235-8795 CHECKED BY.—_ ------ DATE----- ---• SCALE _—_—_-.— PPc,,e-r—iAJ` ( �r Flo, IT 0-f! R� [� Z 113 113 113 4 $C p4, 3z ' z9 I IDS , 115 ¢7 300 i 2 © S v 3 So :5 CD Sc7 2o . S I ?o,5 � A c- I 1 �O 50 �,S ► �I, IS �. t3' 33 °� 33 10 C Z 3� � 3co ��o 15 i C 4- l oma- 'g "1 (00 A ' �'5'ro f e3-c Com P 28'S` w% "A'(53 ''\ Co R. t,. w K �'= 291 �`"' ;�•5 �9.Z: �- �, 0 �' 1 I « �I 510 �,ZS I'T 3iS 115 -- - , 1f.1 Tri V JOB----— ZAROSINSKI-TATONE ENGINEERS INC. SHEET NO — :s OF 7 g 3737 SE 8th Avenue II PORTLAND, OREGON 97202 CALCULATED BY --- DArE__... 1' 03) 235.8795 .— _- _ - -- DATE _ CHECKED BY SCALE K _144 _ 57. -57 f 4 I'? r t -z.sl Fb s I2__, 43. E tiSE I i r1A _ 29 I /1'7. 1 - ?,off k"S ¢s c J Z ktb 7 2 �f Y L Q z 0 3 � Lf ORM 70. ArmYhia hom hCIi S�rf lrrrns�M Mau tlr�tp �_.--- c c. ZAROSINSKI-TATONE ENGINEERS INC. .108 7;"c esE 3737 SE 8th Avenue s"F E 1 NO `' — OF PORTLAND. OREGON 97202 g (503) 235.8795 CAi cu.Nu n N� DATE_ - cl,f(:Kn;Fv DATE SCAT 1 COGS. L./A./E A 6,+5G Mf_-Adl- ?o >E GoA) Ft.g � M rz� i 17. VS N- 2103 I•,.S 3 r, _ 1�5s, t¢ 4z .9I �4.0 l� JOB I�gxc,-c' - ZAROSINSKI-TATONE ENGINEERS INC. 2 5 3737 SE 8th Avenue SHEET No _ --_. _ w PORTLAND, OREGON 9720? // (503) 235.8795 CALCUTATEDBV_�`!�� DATE_. CHECKED BY -- _ DATC SCALE K. 2 A.� b• T �� 3jK ISIZ �r y5V- j+' �b ¢Sb OSS l ,�3 4•a 1 7.4 ro 1 Coo = A r v,T2s T L Ll 'S IM 7.4� x (Z c l 7.95 5 � 3 X3.7 F0. ° 17.0 KSI F'e_ I11- 0 I _C Ills ZZ p•s , OV..' 4EC,^AA.bE uA,SuplbYL7f I -E/�i'f►f 1jtrLaw �R Fue It bJ I . 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OF 3737 SE 8th Avenue eHEET"o— 1—I 1---- - A PORTLAND, OREGON 97202 CALCULATED BY— J DATE— (503) 235.8795 CHECKED BY-- -- _ _ DATE -- -.- — SCALE------ 'S CALE— ---'S + 4.35 K'I.(7 172 1 , 10.9 y — aD y X13 -,(4.;3 + w z•5 f- (� -el 4.33 + ► 13 i 10,("1 X3,11 • �•c.Z I tip~ .(1_+ la 61 x °11 ;Z 4 y y : Z3 v 01 + 4 ,� -Z _ ZZ.5 q.; 7, 33x )K q.33 t 4 )K �k4V �• . d r--� 1 �•, yrs ¢ xtE + S•3S � 2a,S , �. � �'1 4 + 53� 2- — `a.3 K ,Zts _ . a .4 To �r IwA L L �-1• IO I y� u 5.33K •33 + 5• S •9g '6 5,33 + Ii• Z I �r _ YXx = r7•S3 K 2.�7— II.� >� I.lZ� — _�5 T- 19 Fo11M!o4 Awrar From(IVr—W o+e TownsoW,Mass 014TO i al JOB. - ZAROSINSKI-TATONE ENGINEERS INC. 3i 37 SE 8th Avenue SHEET NO OF— PORTLAND, v PORTLAND, OREGON 97202 J (, Z - 7;, (503) 235.8795 CALCULATED BV__.___- _ DATE_. 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SHEET r�o _ OF__� 3737 SE 8th Avenue 3�. - PORTLAND, OREGON 97202 (503) 235.8795 CALCULATED er__ _ —- _�.� DATE-A CHECKED Sr - _. ._ DATE SCALE - - L r`tT c..v.oot L-, c.r s T,e r3 u n o AJ Le✓cc. w; K h; 4t. W ti, FK Fx 484.°1 4223oc.4 ?7,S 77,9 I { 34 i zZ4,5 (�o 27- /45/ 7,9 I5 33 10 �oF LL+ vL- - /- c 00 Fx (�- F,) WK �r.. �L��f'� �) `Z 05. l *?� X79 Z t l.�(J E rZ-r-(. :Q N , A✓g ///�C3.-1.9 C nJ T-s IT' �lQ. G (✓ �. 1�1� '�K� Mx K 77, 9 357,8 IL n 78. zc,O 4 Z 0,084 ►v 4 '.113,co 2 50. 64 -/Z 11 14,0Q, z zL,00. 3 19. 30 ( U /93, o ¢(o?q,C4 O U 'T5 0.7Z 754-4.7 I .ORM?04 Amlmblo". �Yt`]" ,w Tow,00m Mast owo .� Jog TA icliEtt.. --- -- --- 7.AROSINSKI-TATONE ENGINEERS INC. 3737 SE 8th Avenue SHEET NO OF PORTLAND, OREGON 97202 J L 4 -14-70 t (503) 235-8795 CALCULATED BY DATE CHECKED 9r -. DATE SCALE.- - -T Q 0 b + IiL t�r1 N � W 'JV') O O o O n O b 4 r-i �_ ►— N V. 1Q -3 lJl V\ N rJ+ �T- ty N v- Zia ( 1 g o`o u2 `� — N r _ r N L op ca Vi lab Vs Nrte',, �>I ZJ i r" J V\ ! tUN N M I O M c+ cam{ p� 0 1 r-4 M N U a- oJ0 M Qom- M .9 `g .9 N Q= � N. cv r` cT � ' i til �t �C w--\ 's- - c f oar 701 I1raYbk Iron /V��1wc lnw neeno M,ee 0170 � —_— 'TAR ecc` ZAROSINSKI•TATONE ENGINEERS INC. 3737 SE 8th Avenue SHEET No - --I 3 S of PORTLAND, OREGON 97202 CALCULATED By v _.- _ DATE_ ' (503) 235-8795 — ---7W--CHECKED BY - —_.. _.. _-._. DATE.___._.__ --_ SCALE-0004)-- L avQ40 ^ ri- T141 o�— J O U N 9 O� O r N cam .9 +�v U`' y V k. pUN �� J O VN L 'a ar 00 ISL N ,1 V'N `q �d -- rr cr y `y N a �• c.>' R•, M N W r ,r �� 11 M rZ ri r-. (Vi N + 0 -.... N � 2 S ' ry � N�inrligr0 � 11)"m 204 A,1kabM h—jNE`f iwc 10 60M Mau 014?0 �i JOBeEG�- Zarosinski-Tatone Engineers, Inc. SLEET no __ 3737 S E Eighth Avenue " O°—" PORTLAND. OR 97202 CALCULATED By o�tE�-_�� "�8 (503) 235.8795 V CHECKED BY.-- - DATE SCALE - U u,r SHE9�Z T L C Xu Qi1tr SSSS -- — -- - - — WA LL F AA A LL I374 7o4�si 16.73 3Z4.7� 377•66 37.33 Z►. 3 C„jo,r, jr- 6o 28.7y 5�.5� 24.-33 -0, ( 7 IL;S3 333,33 l�O,o �7.G r1,73 2S�.�y X333 i�,3 y 7k 14900140>0 51 3(4.5n 11 17r2v 3zI.L3¢ IS.G� ��,� 7730 3z�7 2�4 I! i n:•u ani wd41b1e IromL�,,#c Towns�p Mq&Olpp JOB ------ Zarosinski-Tatone Engineers, Inc. SHEET No _ of —� 3737 S E Fighth Avenue CALCULATE)BY--rJ-(A----- DATE._- 7Z---- PORTLAND, OR 97202 (503) 235.8795 CHECKEDBY___ SCALE.— -- - b m 0 M M 00 O t'^ Cj NJ r r.� Bpd °c.4 V� ice- O cu p �`J- � 0 _ `� d- N Ln h► — @,1 tJ ''^ r— a, 0 v N � •,1�. �n N iJ U N u. r 1!y �. Ll L kA Sk Cl ' 0c1t.,j oa a0 .. � a rl a o d o- w o-- r- U1 Q rJ CT- kA �a l _ J � � � ►� fir. 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S 61 A N c ,o.g FLK. I�j,ug,le,,Att E.)" , P• I s A � a tt (SooQ � •y 47 1 jj Z S O Ps M a 2-5 I U9 3 3 _ I vnnu�n. ,v+•n4 r,nm�:'V,:BS; rt To«�•e�a uw•nurn JOB ZAROSINSKI-TATONE ENGINEERS INC. 3737 SE 8th "venue SHEET No __ ._._-_' _ OF��__ PORTLAND, OREGON 97202 CALCULATED 9Y -(i DATE—LL 7 (503) 235-8795 CHECKED 9Y ..._.__ DATE-- SCALE ATE _SCALE K S <6 tJC t e '&W, U Y e yL �cn wti-t,L- - 3 3 x 1(.::> - 2, 3 '41 ►Vl i to .. / `7L 2 a n x57.2 7�z5 l� F-. = Ps I u' ' �:' oN 3 �'s LA/ Fb s (o Go .- "5C e 5 1 (-7S 3�4 To 4 I. S3 —C- Fa 5— GG-4 PSl �= sC33 -.'725 ;m _ Psi( A, ' t�K -f-, = 4D7$ 1�1 1 K = 1535 t Zo, Z S►t Iro4 x 4,q , c-7 t r n"u 70A Agl1-t1-fmtown--d u-e, 01410 - —_—v JOB------- ww _ ZAROSINSKI-TATONE ENGINEERS INC. SHEET No _ ZZ _ of - 3737 SE 8th Avenue / 4 - 17 - 7 PORTLAND, OREGON 97202 CALCULATED By v L- — DATE-- - (503) 235.8795 DATE CHECKED BY -��' SCALE.---------- -- — 1 WA l.l. 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CHt CN.ED Fv DATE_ - 9CAtf W A C /Jo. 3 SPS C A c. �itJS p 7GZ5, z�,S3R (2 - ZZ.0 ��K rx Z$C% S,Zx t2 Q d� -ILA .- r Aq q �,z x z5s•3' 15'7 5 z x Zss.3s \ / To 4.Co�zr133K IZ I I you nn^.v-rmra„m rNo FWJ lW, TO-444 MOSS 0147C- — —�—_ _j.AiE'rSE 4t► _T_ _ 7_AROSINSKI-TATONE ENGINEERS INC. roe 3737 SE 8th Avenue SHEET NO .. _- - ___ OF PORTLAND, OREGON 97202 (503) 235.8795 CALCULATED AY_ � .- _ DA?E_ -_.� _ CHECKED BY _ _ DATE__ SCALE ct/HG C/ �o. ✓` 75, i K /1 ` S 7 Y3 ' �T 1-o `).& 2 oro_ _ /� ns`� _,- - i.s w 3.1 z - 197F�1 �Zy 1.3 3 I P,O u-r SO L_ 10 O FLX, r 2¢ NQQ `/c' 7 "/ -t' tG ¢U y C/e— i ,r->b Z �. fA)C 2 fc /Al F- C_ tics Ole �nqM}0� Ar11MhM hom�n_F HS SMC io.n*�nC Mn�Oup ZAROSINSKI-TATONE ENGINEERS INC. 3737 SE 8th Avenue SHEET NO _ 4'Ste) _ of PORTLAND. OREGON 97202 (503) 235.8795 CALCULATED BY Y DATE.___-_ CHECKED BY_._ _ DATE__.. 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CALCULATEDDATE TED BY__—r___ - _ 8795 CHECKED eV--___. _...__-__.—_..._. .. DATE-- BCAIE -- - - _. -- ----- - IA wz. ys 7Q _ _ . o 1 Z.x Z C7 6w G7 ` 3• �a + •a5 x 7- . 17 x • 33 Lv'IO K I L 7-k Y, 4--4 Z 1_,_$3 (, ?j PS 3; 7 14,oi- Fa = dZKS + fe 4. T.Zir-SI 1 17 9 t ,S S r 14,o_'Z_ _ I z� L 1.3"3 487, �_ 1� 7 PL11 �W44 4- 4-NP 4-N P Tb (!• 3 3 ' Z$LJ Goo F OPM 204 Av.MbM hm,Ole Lij?9 lW 1—llft•M me" 01470 JOB ZAROSINSKI•TATONE ENGINEERS INC. 3737 SE 8th Avenue SMFET NO.____-._-.L� Of.__ `— PORTLAND, OREGON 97202 CALCULATED BY _ ✓ ------_ nATE_--To �?$— (503) 235.8795 CHECKEO BY _. OATF ScALE ------- ---.._. - -- --------- - -.---- 4 SPA,-zr. 2 z /15Z- tn 19Go ps fit P ,00/ - .00 Z5 - 2. LL _ _ - ,oAn+)0, A+eMOM hom LN[ EBS' Townsend Was 014?0 JOB ----- ZAROSINSKI-TATONE ENGINEERS INC. 3737 SE 8th Avenue sHeei No -_ �_____� of PORTLAND, OREGON 97202 .l L 1 (603) 235-8795 cA(cu�AlFDer - _— DATE c HFCh F6 HV . ._-_-._— -. 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DATE SCALE --- -------- �.—.--- ——._ �J r—CX,-- 0r4Z C-10c. s 2 .'1 + 133 73,Ez/7.Z 4 azo 3tl� Z2_ 4.17� z L /x 4/4, 5 " I I G1.L . � �ic �� Co 5Z_ i XVOR7 tf J0 L4 7-N civ>�L L 5 W��c. 27v3 I Po,- I '71 9 O Z¢S o I F f N� �4.vs G� 1f1 11�V FO4M 204 AvAMbbirmn IIVEi 'wc "-90nd Mn,0,470 ZAROSINSKI-TATONE ENGINEERS INC. L� 3737 SE 8th Avenue SHEET NO �� C __ OF — PORTLAND, OREGON 97202 (, - `7v i (503) 235.8795 CALCULATED Br.._ --._— DATE- -- CHECKED BY DATE -- _.-- SCALE_.._..._—__----- --- -._. _. ------ � LJ A-) 4 /�E v C i O K 4,GD(. -, 41 p LL C � z7,5X5 � = X54 71 X 12,"5 = 8711 24Z " 5432 i i21.5 X 00,(1 a L i r3 3 ,('-2 x 17/ Z'7,5 S k- 2I i.I 35.75 ---- - z 5c ' tAJI 7d LErT z K: 4, P. 7 0 5,C, o .ON4 204 AvaaaDk Uom�NClJ$i�ar TnwnawnA Masa 01470 JOB ZAROSINSKI-TATONE ENGINEERS INC, 3737 SE 8th Avenue PORTLAND, OREGON 97202 sI+EETNo '-- (503) 235-8795 CALCULATE°By ` _.��---- - -_ DATE '�d- - CHECKEOBv - DATE-- E / SLE f��YoKT' ,y- C L I. 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L � DATE__ CHECKED BY_. - ..� DATE SCALE '--- - -- IPI L.E C 0-t '✓C S r r K) r�_ S �o�c. lin t� I 2 P C ^ p -- �'- ca xs,s � I i IN Ams E 2� o�E � elLING ro4.¢ ¢3,Z f �.7� 47(oc ( 964 ( 2-- as I b d 3,o ZO I Y /L /0g /T( I ;o xx z(o IM Ir 3O CO f— O�E� f��,�� 3� �.'�oc I _ _ " I N I x 73 �, - 0 7 f '24 M .�SK3x34� o� En1 t ni Avr- i FORM 204 AwAsbls Om(/V€_#F,Nc 1—se d Mets 01470 ~ ZAROSINSKI-TATONE ENGINEERS INC. JOBT� L t- -..._.__.__—._..---- _-- 3737 SE 8th Avenue SHEET NO $_ PORTLAND, OREGON 97202 (503) 235.8795 CALCULATED BY DATE CHECKED By____. DATE SCALE �r L �2C�.LA �' _ �►�Lv � � v Aj CAPRI �T" V OF E4, N It f', y P016 Ld G Icy i � 5stirnE LA-)/�LL_ LorR � � s V'4)0 , rp C,:� f;LI,V(; 171 _ -�7 " S S d I I Z7 �vl (Z . 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Towneene Mese OU70 --- — ._—�._--- ZAROSINSKI•TATONE ENGINEERS INC. JOB Q 3737 SE 8th Avenue SHEET No __---S8 — of PORTLAND, OREGON 97202 CALCULATED By (503) 235.8795 ICHECKED BY _ DATE SCALE S C►-1 C AJ r !-J A L.c. 1y -- — app 00 �7 to J— r C�i..J0r0 s_.1 Sart. � wh = 24 F -v-s 1041 x 112 110 4 : �_ _ � = z4 s, 8.5 y Zo8Z., n Ick IO: - rl VV1N I.? x z45 x 6 � p L V Z .709 K IZr n .�� 1 C �Z CSC VETT ¢ Cov ASID w.n�' I a = Ash= ,31 .. .�0� � 6 x3Kc2. FORM 104 AreseMe from �lw Townsend Mess 01.70 witMIIIIIIIIIIII�ZAROSINSKI-TATONE ENGINEERS INC. '°� ole dec. . -- -- 3737 SE 8th Avenue SHEET NO q — PORTLAND, OREGON 97202 - — OF________ 503) 235 8795 CALCULATED Ar DATE_ —--- CHECKED er '--. DATE --- ._ SCALE SPS IVId ✓�'� j /LANG � 5 ! _ � o • b1 0� I z�� r • II K ► v I �' I. 5) x I Q r- 10 = 1 Sv kr � i � I FOAM 204 ArAMDM bmmC9 N��` rMt TowZoC Meu 0iu0 ae ar ZAROSINSKI-TATONE ENGINEERS INC. JOB-- 3737 SE 8th Avenue SHEET NOO OF PORTLAND, OREGON 97202 . 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JOB �i��=rs>r l ---- ----- - _ 3737 SE 8th Avenue SHEET No PORTLAND, OREGON 97202 // --- of I (503) 235.8795 CALCULATED By _tilt' DATE T` z¢ 78 CHECKED BY _.. _ DATE SCALE---- - - --- -- - `--_. If�oSE k7 soj (,��- j - l � C-9/AJ a E G �¢ GcJiaE IQ ✓r T Nope r- i I�o�TIN� �� S b+�GCpIrJG I gW ra I � vtw �.�--_.... SUCH 3 S o C�/v 11fir I I IlIC2a R r,53 I -rte/IxIO� Cita fir, Ir I ver fi 1 ✓C3 K.7 r1Z s 2(0 xy V i (-/ �J FORM 904 Av&MhM hom YWCA§I wr ic.n��nrf Mui 0470 LSO.s 3 9.'7✓K ZAROSINSKI-TATONE ENGINEERS INC. 7�-!�'C3ELG. JOB 3737 SE 8th Avenue Y - — `- ----- PORTLAND, OREGON 97202 SHEET ND _ _ — p 3 _ _ (503) 235.8795CAJL ---- of LCULATED By �i`"�-- — — DATE_'_/-- —r f CHECKED BV _ DATE 411�� er c .-t eve o u S ----- 917 S - � 2. .I_ 1G9w4 7. e I. 3Sx 11.E 4 4f I., PIto r, 4 I x S ?- LN, ccK C (fir zU. '� r, ► z. os I I 1011N f0� AgYbM kem ^�'� h'•L o��nr Town.end Me.e 0��7 �--�..—� R ZAROSINSKI TATONE ENGINEERS INC. 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