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8900 SW BURNHAM STREET-3 i I i 0 h 1 MINI WAREHOUSE 8900 SW Burnham St. u' qui SIGN PERMIT PERMIT #: SCN91-0109 DATE ISSUED. . . . : 08/14/91 EXPIRATION DATE: to//q/91 PARCEL. . . . . . . . . . 2S-02AD-02200 ZONE. . . . . . . . . . . . CBD BUSINESS NAME. . : BURNHAM BUSINESP & STORAGE SIGN LOCATION— 8900 SW BURNHAM ST APPLICANT/AGENI': RUSS CAMPBELL BUSINESS TAX NO: SIGN: PERMANENT ( ) FREESTANDING ( FREEWAY ( ) TEMPORARY (X) WAIL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 3' X 10' 'TOTAL SIGN AREA. . . . . . ; 30 sq.ft. WALL AREA. . . . . . . . . . . . : 1200 sq.ft. WALL FACE (DIRECTION) : E SIGN HEIGHT. . . . . . . . . ., : 3 ft. PROJECTION FROM WALL. : 1 in. ILLUMINATION. . . . . . . . . : NON D::SCR10TION OF SIGN: TEMPORARY WALL SIGN. 3' X 10' = 30' MATERIALS. . . . . . . . . . . . : PLASTIC EXISTING SIGNS. . . . . . . : 0 FEECTRICAL I'RRMIT REQUIRED: NC BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEST $ 25.00 APPROVRD BY: _ CV�Y C DATE: 08/14/91 Permit No. C 1 - L_i CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby appliess for a permit for the work indicated or as shown in the aeoanianying plans and specifications. P SIGN LOCATION ADDRESS: L% (2 jC'`,I11 -- NAME OF BUSINESS: f' - ►�n� /L,��S��-S . c� ""r`�� E'� APPLICANT/AGENT: � ) OUNff�ANY: A" L �.- PHGNE: &1' The City of Tigard imposes an annual Business Tax which imLSt Ua kept current on all persons doing business in the City. Do you presently have a current business tax? YES (,' ) NO ( ) U.L. Label I — — PROPOSED SIGN: (Check as many as apply) PEYM NEVI' ) FREESTANDING ( ) FRI ATAY ( ) 711 PORARY (�) WALL (?1) E LECI'RONIC ( ) OTHER ( ) BBILIMARD ( ) BALLOON ( ) i SICN DIMENSIONS: -�X _ _! EXPIRATION DATE: TO'^AL SIGN AREA (Sq. Ft.) -_-- WALL AREA (Sq. Ft.) : WAIL FACE: HEIGHT (Ft) PRUTE7CTION MM WALL: BU14MTION: YES ( ) NO ( �J 'TYPE: •�_ha f UUPY: � / �' R FMATERIALS: EXISTING SIGNS, AM MSTRK17W EXCT=ON: N/A ( ) APPROVED MUCH % AREA ( ) Mau ( ) Q'NAIENP:' PLANNING DEPARTMENT_ _ All sign permits must be ackxvWied by a sale Iv. mit Fee: 1V. drawing and plot. plan. If work authorized under Repel No:`j1 - a sign permit has not been completed within niAvety Approypd By: VA days alter the issuance of the permit, the permit [trate: 4' —7 2nAL_ shall lyxxxm null and void. FUDMMAL PEINIT I P_Ef2TIF� THAT I AM THE REX'DRDED OWNER OF 'IT}E REQUIRED: YE` ( ) NO ( Ut7T OR ANAG7"7 ]ORIZED R 1}3lTILUING PE3Q�I1'r �Q - - --�_. -,, REQUIRED: YI ( ) NO ( licant's Signature 6 3�y� . ce-\ 6?A2 cg,/BKMPER 4r Address Te'lephone N:\WORD\(TMEV\ CITY OF TIGARD - RECEIPT OF PAYMENT Rr.CEICST NO. :91-216121 NAME BURNHAM BUSINESS R. CHECK (;MOUNT 0 0N)CASH AMOUNT 25: 00 ADDRESS STORAGE PAYMENT DATE 08/07 /91 9 7223- SLI SO I VJ S,I CN PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF: PAYMENT AM0UliT PA I D ISE Ar-"PL 25. 00 SGN 91 - 109 TOTAL flMOUNT PAID 00 I d r Ci+ vl tin t � I I f.' L.' �f�r.' L.' Lam' L.' L' L..' - Lr �i� L:. L..' i ' • � � � _ � _ L � � � �+ - / I) �'. I i APPROVED 1!ZM OF TIGARD PS VI'li" i Ink Q PLUMBING RERMI'T CIONOFTIFARD i='ERMI T N. . . . . . . : PL.M90- "095 CRYOIFf ARD FRIM. PERMIT N. : PI_M`0-- 0095 COMMUNITY DEVELOPMENT DEPAf TTtIu•fENT OReoo« 13125 SW Mn Blvd. P.O.Bar 23397.14W,Oregon 912x!(&33)*9c4i7s DATE ISSUED: 05/17/90 1 STRhHAM PARCEL: 251f2AD- Oi?�OLi] TE ADDRESS. �9O0 SW P1.) SUBDIVISION. . . . : BURNHAM TRACTS ZONING. CDD I:(LDCK. . . . . . . . . . .. LOT. . . . . . . . . . . .C, CLASS OF WORK. . :ALT GARBAGE. DISPOSALS. . : MOBILE HOME' SPACES. : 'TYPE: OF USE. . . . .aC^4 WASHING MACH. . . . . . . . BACKFLOW PREVNTRS. . : OCCUPANCY GRP. . :Br_'. FLOOR DRAINS. . . . . . . : TRAPS. . . . . . . . . . . . . . .. faTORIF_'5. . . . . . . . : WATER HEATERb. . . . . .. . CATCH BASINS. . . . . . . ., F IXTURES-•-------.----•--------• LAUNDRY TRAYS- - - SI"' RAIN DRAINS— . . . SINKS. . . .. . . . . . .. .. 1 URINALS. . . . . . . . „ .. GREASE 'T'RAV13. . . . . . . . L.AVATORILS. . . . . : OTHER FIX'T'URE:S. . , .. . TUB/SHOWF*RS. . . . : SEWER LINT' (ft) . . . ., WATER CLOSETS— : WATER LINE DISHWASHE:RG. . . . . RAIN DRAIN (ft) . .. .. ,. ,: Reama-r•ks> Owne-r. __.__.__..___._.__._.._......__..__....__ ___.__..._..__..___._ __._._._.__.._..__._._._...._.. f E.ES _..._._.._.....__..__..._.__._. LAND ti SEA FOOD CC) type amot.tnt I:>y (iIt e reept 8900 SW BURNHAM P'AYM $ 26 . 25 JLH 05/15/9a F-1/E--,l PP%MT $ 25. 00 TIGARD OR 97222" 5P'CT T 1. 25 P h c)„ea a: Coritracto.r,a _•..___.._._.........................._...... ....... ........._.. BRIc:NT SHARP 9550 SW WASHINGTON DR 42 PORTI...AND OR 97B2,3 -___............__..._..._..............__........_..........._._.... ..._.._....._.......,__._........ .._. P'horie H: $ P6. 25 10TA1. Reg N» . e 4151:JPI _._..._.....___.. REOUIRED INSPECT IONS -- -This pewit is issued subject to the regulations contained in the Top -out Insp Tigard Municipal Code, State of Ore. SpecialtY Codes and all other Final Inspection applicable laws. All work will be done in accordance with approved plans. This permit will expire 1f work is not started _._........__.__.._._...._._ ......._._._..__ within 188 days of issu.nce, or if work is suspended for sari than, 188 days. .............................. _.._.__..._.._....__...-.._ _.._..._...._.._.. _ ._....._.__._............. ................. ............................................................... - Pea•rmi,tteee Gi.grlai. I S S l(e li B y C ._........_..._......_.__._................._ _ __._.........................I..._..... .................................._.._........................ _.... Call fo-r insspectiorl ._. E39-4175 I INSPECTION NOTICE ��' City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection z E Date Requested_ 7— TirnkilhA.M. _P.M. Addiess X�& ,'�-f�j,a �' --- ------ Permit Owner — — - - --- �- -- -- — ---- Lot #---- Builder._- � �-��------------------ The following Building Code deficiencies are requirrd to be corrected: Presented to Approved Inspector _ _ Disapproved Date _....5. ----<—�— - CALL FOR REINSPECTION ❑ YE8 C7 NO civy OF TIGARD PECEAFT OF I *i-t'd-INI" I-`LLL.IFJ NU. "i Cj 2 1 j CI, e) -6 2t-, C,HE-(..1 h.', oIyIOUI',JT : NAME LAND & SEA CASH i-WOONT cl:oil A 0()R E PA'Y'MENT VATE, C)" 17/90 SLI E-4 D I V IS I ON T I BARD, OP 9722;"- E4900 SIAJ FvtJPfIHAM PURPOSE OF PAYMENT AMOUNT PAID PUPPOSE OF PAYMENT AMOUNT FAID I-3—)-I,-.-S-I—JI 1--D*-,-F-E----R-,--*-" .2 5 TOTAL AMOUNT PAID SIGN PERMIT PERMIT #: SGN90-0002 DATE ISSUED.. . . : 01/08/90 EXPIRATION DATE: 03101JI90 PARCEL. . . . . . .. . : 2S102AD-02200 ZONE. . . . . . . . . . . . CBD BUSINESS NAME. .: BURNHAM BUSINESS AND STORAGE PARK .SIGN LOCATION. . : 8900 SW BURNHAM ST APPLICANT/AGENT: RUSS CAMPPELL BUSINESS TAX NO: 4272 ssusa==-==assasss srsacz=saamaaav=as.ssmca3rv-sssssc==a=.s.s .:s accc.c ....commas= SIGN: PERMANENT ( ) FREESTANDING ( ) FREEWAY ( ) TRMPORARY (X) WALL ( ) ELECTRONIC OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 31X81& 31X5' TOTAL SIGN AREA. . .. .. : 39 sq.ft. WAIL AREA. . . . . . . . .. . . . sq.ft. WALI. FACE (DIRECTION) : NE SIGN HEIGHT. .. . . . . . . . . : 3 ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGN: Originally one banner siyn -- split into two binners to comply with Code per application S 88-210T. Sign dimensions: 5' X 3' and 8' X 31 . Total sign area: 15 sq. ft. and 24 sq. Copy: Now Renting. MATERIALS. . . . . . . . . . . . : PLASTIC EXISTING SIGNS. . . . . . . : 2 ELECTRICAL PERMIT REQUIRED: FO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEI`TIONS. : N/A COMMENTS: PERMIT FEE: $ 2U.00 APPROVED BY: DATE: 01/08/90 to W. (-4 A Permit No. -S?--38-z10T CI1`f OF TIGARD — SIGN PERMIT APPLICATION The applicant hereby applies for a pErmit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: _ 8900 SW Burnham ZONING- CBD NAME OF BUSINESS: Burnham Business & Storage Park. APPLICANT/AGENT: Russ Campbell COMPANY: same PHONE: The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently hive a current Business Tax? Y3 _ PROPOSED SIGN: (Check as many as apply) �%`� •J #;-\ 1 f 4l PERMANENT ( ) FREESTANDING ( ) FREEWAY ( ) TEMPORARe (XX) WALL (XX) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: _ 5'._2L.3' and 81 X 31 EXPIRATION DATE: TOTAL SIGN AREA (Sq Ft. ) : 15 Gq_ ft and 24 aQ, ft. 2-24--89 -,-,-_ WALL AREA (Sq, Ft. ) : WALL FACE: ;_lortheast HEIGHT (ft) : ._ N/A__ — PROJECTION FROM WALL: _N�— ILLUMINATION: YES ( )� NO ( X ) TYPE: COPY: Now Renting _ MATERIALS: Plastic - -— -� EXISTING SIGNS: YA -�-- - —�- ---�-�- ADMINISTRATIVE: EXCEPTION: APPROVED [ ] N/A [X] ARLA [ ] HEIGHT HOW MU,2rj X COMMENTo: —Qrlginaliv ;Jtie split iris q_,;,wo banners o -omply with _ ------ PLANNING DEPARTMENT _ All sig permits mu!', ;je accompanied by a scale drawing Permit Fee: 0,00 and plot pl n. if work at,thorized under a sign permit Recent No_ 101967has not been completed within ninety days after the Approved By: M'M _ issuance of the permit, the permit shall become null Dr%te:_ — 1�2�Ag and void EI-ECTRICAL PERMIT I CERIZFY THAT I AM THE RECORDED OWNER OF THE PROPERTY REQUIRED: YES ( ) NO (XX` Ol' N�IiGENT A� 2ED BY THE ER. BUILDIN( PERMIT REQUIREL`: YES ( ) NV (X'() � Applicant'� SignaL-ure 7i, P Address Telephone H Z � a Z w E� x � a ri m A ns 4 ago 40 MEOW MEMO vo s c b r PERMIT : SGN90-0003 DATE ISSUED. . . .: 01/09/90 EXPIRATION DATE: 03/0q/4(`i PARCEL. . . . . . . . . : 2S102AD-02200 ZONE. . . . . . . . . . . . CBD BUSINESS NAME. . : BURNHAM BUSINESS AND STORAGE. PARK SIGN LOCATION. . : 8900 SW BURNHAM ST APPLICANT/AGENT: RUSS CAMPBELL BUSINESS TAX NO: 4272 sascacrac r_cz_occc=a.-=ss_�-mr=a=v,asa ac.c.x�asan�-max a_-o ==sa=oc�=c:c=cc=-==a=�-s SIGN: PERMANENT ( ) FREESTANDING ( ) FREEWAY ( ) TEMPORARY (X) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 5'X3' & 8'X' TOTAL SIGN AREA. . . . . .: 39 sq.ft. WALL AREA. . . . . .. . .. . . . sq.ft. WALL FACE (DIRECTION): NE SIGN HEIGHT. . . . . . . . . .. 3 ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGN: Originally one banner, split into two to comply with City sign code. MATRATALS. . . . . . . . . . . . . PLASTIC EXISTING SIGNS. . . . . . . : 2 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A COMMENTS: PERMIT FEE: $ Z0.00 APPROVED BY: N DATR: 01/09,/90 rn qo Q N O N Z N � zo N N � \•`^ �� QUO ♦ m � t 7 a � 1 M " moi ddO n a I 1y T Permit No. --Sp--$8-210T ! ' CITY OF - SIGN PERMIT(APPLICATION l'he applicant hereby applies Vor a permit for `E� work indicated or as shown in the w-companying plans and specifications. SIGN LOCATION ADP KESS: 8900 SW Burnham ZONING: CBD NAME OF BUSINESS: Burnham Business & Storage Park APPLICANT/AGENT: Russ Campbell COMPANY: same PHONE: The City of Tigard imposes an annual Business Tax which must be kept- current on ali persons doing business in the City. Do you presently have a current Business Taxi' yes PROPOSED SIGN: (Check as many as apply) PERMANENT ( ) FREESTANDING ( ) FREEWAY ( ) TEMPORARY (XX) WALL (XX) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: _ 5' x 3' dad-&' x 3' EXPIRATION DATE: TOTAL SIGN AREA (Sq. Ft. ): _ ]S so. - nd 24 sq. _ 2-24-89 WALL AREA (Sq. Ft.): WALL FACE: northpast HEIGHT (ft): _ N/A PROJECTION FROM WALL: ILLUMINATION: YES ( ) NO ( X ) TYPE: COPY: Now Renting MATERIALS: Plastic EXISTING SIGNS: N/A ADMINISTRATIVE EXCEPTION: APPROVED [ ] N/A [X] AREA [ ] HEIGHT [ ) HOW MUCH_% COMMENTS: _ Originally one banner -=split into two banners to comply_with City sign code. --- PLANNING DEPARTMENT All sign permits must be accompanied by a scale drawing Permit Fee: $20-00 and plot plan. If work authorized under a sign permit Receipt No: 101967 has not been completed within ninety days after the Approved By: MJM issuance of the permit, the permit shall become null Date: _ 12123/88 and void. ELECTRICAL PERMIT ICER �FY THAT I AM THE RECORDED OWNER OF THE PROPERTY REQUIRED: YES ( ) NO (XX) OENT A ZED BY THE ER. BUILDING PERMIT REQUIRED: YES ( ) NO (}X) 'Applicant's Signature �— 3722P Address Telephone CITY OF TIGAFD FECEIrT (IF PAYMENT PEC NO: 00106716 NAME: C rL MANAGEMENT CHECA:' AMUUNT 40.00- ADI)PESS1 9498 SW BAPSUR SL-Vf) CASH AMOUNT .00 SIL,I'l E I C)i PA'f MENT DATE 0.1--04-90 PLOCI. NO,/ADDF(i POPTLAND, OF 97,-.-)Ig PURPO, E Cl F ► A YMEN I AMOUNT PATO PURPOSE OF: PAYMENT AMOUNT PAID 7, 11.44 PERMIT FEES 40.0() rHfiNi rOUI TOTAL AMOUNT Pt4lt� 413.00 Permit No. SP 89-01 T CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work Lndicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 8900 ';W Burnham ZONING: CBD NAME OF BUSINESS: _Burnham Busii:sss & Storage Park, APPLICANT/AGENT: Russ Campbell COMPANY: same PHONE: The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current Business Til x'i PROPOSED SIGN: (Check as many as apply) PERMANENT ( ) FREESTANDING ( ) FREEWAY ( ) TEMPORARY (xx) WALL (XX ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: _8' x 3' _ EXPIRATION DATE: TOTAL SIGN AREA (Sq. Ft. ) : 24 so, ft. 3-7-89 WALL AREA (Sq. Ft. ) : N A WALL FA'F: NE �— HEIGHT (ft) : _ N/A _ - PROJECTION FROM WALL: N/A ILLUMINATION: YES ( ) NO (XX ) TYPE: COPY: "Renting" MATERIALS: plastic EXISTING SIGNS: N/A ADMINISTRATIVE EXCEPTION: APPROVED [ ] N/A [ ] AREA [ ] HEIG4T [ ] FLOW MUCH % CC?-IMENTS: _ processing delay -- extend expiration date (see above) -` PLANNING DEPARTMENT _ All sign permits must be accompanied by a scale drawing Permit Fee: 511 00 _ and plot plan. If work authorized under a sign permit Receipt :No�g4 has not been completed within ninety days after the Approved By: M7M issuance of the permit., the permit shall become null Date: _—�-�-89 and void. F=LECTRICAL PERMIT I CERTIF1 THAT I AM THE RECORDED OWNER OF THE PROPERTY REQUIRED: YES ( ) NO ( X 1 AGENT A ZED BY THE OWNER, RUILOING F*LRMIT is I RI-QUTRED: YES ( ) NO ( X ) Applicant's Signa ure Address Te lephotino 3777P CITY Y OF TIBARD 1^;EUE T P 1" OF' PAYMEf,1I' REC. NO. i"01 C1�?(394 P C':WE.CK AMOUNT a IC).r_o vii-ME E; E4l t;141AM ESUS 1 NESS CA10N Ah".DUN1' .00 F,D P E, 5, 4?8 S14 FAFtDUR BLVD F"'PYMENT DATE, a C.1.1. fly �' 1f;Tf_f1ND, OR '?7 ?19 F'I..00J-: H( /AnC P o OF" PAYMENT AMOUNT PA I V F'UR 'C1.,F.' UP PAYMENT Allf..)UN T F'F)11) I I ON F'E RM t 7 F I I I TOTAL. ommmir F'AIrJ P i �i 1. i r � 1 r eas.��w •`- '�� s � - f fr.. � � ,1 _ '� � ,1 '}�"�, :,y f+) �' _ hec.a��.�•t . . ih�li { \�1�'I ,.I�Y��L 7��1j , II ��, I �5�1 ' ��1I�'I "��^�1�•. t I (�} 1~ 1�� lilt, .T�fe;. y °� , ?t, : cti�r��;:a " .�G'j e�]G i.. 1 ►" d':'a��r_ ♦ ":w', �►: ..:a�a.�rx. :•.,n::.atmr.;..xm.a..v. *m+a�a.ro-.- _ ! Ln co 00 i • — r 4` } - W ON ` , 4 � . ., • .� • • , I.0 co 4-1 04 a ., 1i • • Y • •• H .• '\ • >��; 'S--''/��i:�j'-.�•� ry�L.• .,�""'Y „�U} '��..7r ��(�.'� � , l`��. z�ilhr,i,��!iq' ir��J . `�✓ r'��4t �.!fW ;',l tt;iyr ..1` _ '.'�►,c::'� . .�.t ia.. { r�2 ,l�l QT. �-\i.��t,•L I, .y -i �Y Or INSPECTION NOTICE City of Tigard Building Department 9,71-9 3 y® A P.O. Box 23397 �L) 3 Tigard, Oregon 97223 J g Phone: 639-4175 Type of Inspection J'1-1 C4- Y Date Requested !�, TfrrN A.M._��P.M Address L ,l lek ll ) Permit Owner G Lot Builder I The following Building Code deficiencies are required to be corrected: 7-7 7_ 1 C I ( I _ I Presented to - Approved ' Inspector _— ------.----- �7-- j Disapproved Date ('ALL FOR REINSPECTION f ] YES LA NO . ..e "IKWO'7�IM`9pi% 'N'+JMk..,: y....•x..b,.i ..d ,.ti,w_rH.--..r<i!x r n ® Moor 0 CONSOLIDATED FIRE AND RESCUE Washinp ri County Fire District No.1 City of Beaverton Fire Department Tualatin Fire District FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCI PANT a '��li�>l�v ✓5�,,�ef� CONTRACTOR BLDG, PERMIT 0 PRO.;ECT NAME PLAN REVIEW 0 LOCATION i JURISDICTION: 1= Be. 2= Du, 3= K.C. 4= Ti. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System C7 Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System U Hood' Extng Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other Date: Inspector: ;I �� CITY OFTIGrARD PLU1181W.; PE:Rm:l:*T NO . : PI-0431.031. C%Ce COMMUNITY DEVELOPMENT DEPARTMENT ITYDATF I'S50FI) 11.V.I HO 13125 S.W.Hall Blvd.,P.O Box 23397,Tigard,Oregon 97223,(503)6394175 I:,P.T.M , A'M'T' .NO 870315-1 JOI-1 ADURE-55 : H900 !,w Piwwu)m cir (AX MAF /l.-O*Y* 1...1 : UK : 1. AND USE : ZE 1. T'E M NO WOPK CLASS: AL.1'EPA17:0N WA'f l'-P C11 OM: I TPAP USE'. T'IPE . COMMERCIrill.. (. 111NAL IWF'll OW PIWINIT'R I CL)1`5"I I,Ypr7-. . I AVOPA1,01PI), MA ' PP1ME-::W U(,(:,t. P GPP . TLIS 51-10WE:44 03,51-1WASHUP (,ARBAGE'. 11115POGOL NO STOPIES) : WA5l+YN(., MAG1-11NIE. OWE-.11. .UNITS : L AUN01:11Y T RAY ( L>TA FLOOR DRAYN 5i.[NX WA71-:A 1-41EKA1 L14 01:41"1 Wil,N (1, 1 01'HIE"If FIFE'S 0 PERM11* 111111.5 . 00 W N E FIX FURES R STATE TAX 1111 , 75 (YTHEP C 0 RA. .1 r4o M.1 UWL N tj.I*(:- AE.1 (-,0. PIL-K., T R 161 409W 7P.ND AVE. A t 1.gal.rd cir, 912241 C 1 14401NIF (503) e.)39--',91P9 0 NO, 415800 11.)TAL. : 1111113 . 75 R F1f.;:CE*1PT NO. (OL/3 I his permit is issued subject to the regulations contained In Title 14 of the TMC. State of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinances, and It is hereby agreed that the work will be done in accordance with the plans and specifications and in compliance with all applicable codes and ordinances The issuance of this permit roes not waive restrictive covenants Contractor and subcontractors shall have current city hitsiness tax permits. This permit will expire and become null and void if work is not started within 180 days,or if work is suspended or ahandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to Assure ah reQUired Inspections are requested and approved x Pirmilte;--Signature S V E &-v? a I Z_, Issued By I 1V-t L 113 11-1. -1-1 1 CIN SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE b INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested 7 Time A.M. "��P.M. Address ---r v� -nv Permit #-.1s�,�L__ Owner Lot Builder The following Building Code deficiencies are required to be corrected: Presented to i I Approved Inspector _ i_1 Disapproved Date CALL. FOR REINSPECTION F-1 YES (A NO I INSPECTION NOTICE CRY of Tigard Building Department P.Q. Box 23397 Tigard, Oregon 97223 t / ` Phone: 639-4175 Type of Inspection Date Requested Time_ A.M. X _P.M. Address _�%�i' � �� Permit *-2jL Owner_ Lot # Builder �24 The following Building Code deficien6a! are required to be corrected: Presented toApproved w ' Inspector (� Disapproved Data _— CALL r,OR REINSPECTION ❑ YES U NO Permit No. SP 137-88 CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 8900 SM Burnham ZONING: CBD NAME OF COMPANY: Import Auto Clinic APPLICANT/AGEN1': owner The City of Tigard imposes an annual Business Tax which must be kept current on all persons doing business in the City. Do you presently have a current Business Tax? Ye&, PROPOSED SIGN: PERMANENT 0A) FREESTANDING ( j TEMPORARY ( ) WALL (xx) south face BILLBOARD ( ) SIGN DIMENSIONS: 51 inches x 29.5 inches TOTAL SIGN AREA (Sq, ft. ): 10.4 3g. ft. WALL AREA (Sq. ft.): 420 sc}. -.t. HEIGHT (ft): N.A. PROJECTION: N.A. ILLUMINATION: YES ( ) NO ({XX) COPY: _In)Qrt Auto Clinic MATERIALS: wood EXISTING SIGNS: none OTHER PERMITS REQUIRED: YES ( ) NO ( xx) COMMENTS: PLANNING UEPARTMENI' All sign permits must be accompanied by a P(irmiL Fee: scale draw irig and plot plan. If work Receipt No. : 100390 i authorized under a sign permit has riot been Approved By : J. offer _ completed within ninety days after i'he Uate:^ Aug. 22, 1988 issuance of the permit, the permit shall become null and void. I CER TIF Y THAI I AM THE ECORUE.D OWNER OF 1 HE. PROPERTY OR AN AGENT AYT1i RIZED,,IY i HE OWNER, Kp ftl icant' s Signatu d - � C'/ Address Telephone DAS:bs62 nr� qty. tL IL � Z co LL t l r LU W U � � i FIRE PREVENTION BUREAU 1 OFFICE OF FIRE MARSHAL 310 42 INSPECTION NOTICE DATE OWNER �`.�VY � f I� •' C�S _�.� � - OCCUPANT OCCUPANCY LOCATION okI"J. � � � �1� YOUR ATTENTION IS CALLED TO THE FOLLOWING FIRE SAFETY DEFICIENCIES1 _ cage ITO C SEC T1,6;+ S�IOULL` FAILURE TO CORRECT rHE AROVF. CONDITIONS wITIIIN 7Av! wllL HAKE YOU LI/RLQ op"yy 1j Y / �RbJl�q/DNS OF RESULT FRO+/ SUCF4 CONDITIONS YOU MAY BE LI APLC COR DAMAGE! TO PERSONS pAN/��,� ORS ATo +oo BY_ J_ F qE 11f WASHINGTON COUNTY FIRE DIbfRICT N1 20665 S.W. BLANTON STREET PRESENTED TO ALOHA,OREGON 97006 649.8577 FORM •oo • 40 r IRE PREVENTION NURE.AU OFFICE OF FIRE MARSHAL 31013 INSPECTION NOTICE OWNER__ DATE OCCUPANTOCCUPANCY I~ LOCATION r� r�Vl.) �.��• v �,�\� `y� ✓C f YOUR ATTENTION H CALLED TO TME FOLLO%INO FIM6�S�AFFTY OEFICIENCIR$l --- jc r{ �AILLJRF. TO COPPFCT TI r ARlVE CONDITIONS Vn TNiN DAYS WILL MAKE YOU L^AIIAput TO hROSECU 19411,47 OJLD CIRE n ESU L.T rgOM SUCH+ CC.NDI TIONS YOU MAY BE LIABLE rOR DAMAGES TO PERSON;`1CR �P ROPEV Uly r ICON IONS Ot BY �- WASHINGTON COUNTY FIRE DISTRICT 111 20885 S.W. BLi NTON STREET � ALOHA,ORMON '87008 849.8577 PRESENYED T •ORM SOO - AO FIRE PREVENTION 91UREAU OFFICE OF FIRE MARSHAL 31044 INSPECTION NOTICE OWNER ��7� h� --- -< DATE „J OCCUPANT �-.L ��/ `F -OCCUPANCY LOCATION YOUR ATTENTION 19 CALLED TO THE FOLLOWING FIRE lAFETV DERICIENCIEl1 .r _77- 7-7 T', {� '� Ll ��Yi�l i I��'-t�u��.,) t,,�.��-j fir- �-✓;f��-- Q �'Y�� _7t7` ��"�-� FAILURE TO CORRECT THE ABOVE CONDITION! WITHIN /.GAY! WILL MAKE YOU LIA LE/'40 pposecul10 SHOULD r,Re RESULT FROM SUCH CONDITION! YOU MAY BE LiARI.E FOR DAMAGE! TO PERSON! Opt ,TY O DER ISION! O. ORS 470 100 4J/ BY � WASHINGTON COUNTY FIRE DISTRICT M1 I M 20885 S.W. BLANTON STREET A_OHA,OREGON 97008 849.8577 Pmts 'Rb Tb FORM BOO • 40 �T, P-LUMBING 14-i-PHIT 'EPKIT NO . P1 88 1298 C.r CITY OF T'FA ' W An COMMUNITY DEVELOPMENT DEPARTMENT 13125 S.W Hall Blvd.P.O.Box 23397.Tigard,Oregon 97223.(503)6394175 111�7� DA"Ji- 15Cnli.)E.D : El/1.0 O(3 -AIR Al*A')Pl::-'G'5 : 0900 '5W BUPHAM tii V (AX MAP/j...0'T' ;,'1:0-PADPPOO JB I..ANO USE C11711D BK : WORK CLASS T T*I:--.M NO NO Ai-rF..--PA'T'I UN W()*T,I::.1:4 GLOGErl, P T*I:)Ar-, IPA— l'Yl::'F:: : COMMERCIAL I J PTN A I.. 8Kr1 OW I--1l4Vt4'rr;l (A'.)IISIT TYPE : VN I AVORATOPY IPAP F:lw*rmF;.p 0(XIM"., G'nlp . sr.*: F0191 SI-10WEP GPEA51:7 'Fl-11-N11:15 DI.SlAWASI-11:.-A GAPPAGI.-.': DI "J"OliAl. NO. STORIES: I WA514ING MAC'HI.Nir DWELL .UNITS: LAUNDITT' MAY D14AIN ( DTA Ft.DOW DPOTN S TNl< WATER of bathroom fat.„J.1i.tiem W 0 Pa I-)dF.11 I Robia?r t PFAIN'l.I N 9500 ;sw burbLtr blvd $67 . 50 E R r)cl r,t I.I&n cl or, 97P19 FIXT111.44E.S, PHONE (50'.5) L.131 S-TATE TAX au-iFir n C 0 N T R A C T O R El H This permit is issued subject to the regulations contained in Title 14 RF CE IPI NO. of the TMC, State of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinances, and It is hereby PJ:: ()N(..) .r) J:NSPF::(:. agreed that the work will be done in accordance with the plans and UNDIZ-1-ISI-AE) -specifications and in compliance with all applicable cooes and FP A M r.N(., ordinances The issuance of this permit does not waive restrictive Pi..F31 . TOPOU'r rovenants Contractor and subcontractors shall have current City ht;siness tax permits This permit will expire and become nulland 'INFRILATION void if work is not started within 180 days.or if,Mork is suspended or GYP BOARD ahandoned for a period of 180 days Any time after work has FTNAL.. (ommenced It shall be the responsibility of the permittee to assure :ill wquired inspections are requested and approved ISSUF?d By SEPARATE PERMITS REQUIRED FOR WORK OTHER 1 HAN DESCRIBED ABOVE CITY OF TIFARD N to. 32714 13125 S.W. HALL BLVD. P.O. VOX 23397 Date r TIGARD,OR 97223 Name Address Lot BlockfMap Subdivision/Address r Permit N's Bldg. Plumb Cash Check' ` Sewer Other Other Roc. By Acct. No. _^ Description —T Amount 10.432 Building Permit Fees_ 10.431.600 Plumbing Permit Fees 10-431.601 Mechanical Permit Fees 10.230.501 State Bldg. Tax 10.433 _ Plans Check Fee ' 30.44: Sewe! Connection 30-444 _ Sewer Inspection 51.448_ Street_Syst. Dev. Char_—_��f!`_ —5249-610 u Parks I Syst. Dev. Charge 52.449.620 Parks II Syst. Dev. Charge 31.450 Storm Drainage S_yst. Dev. Charge 10.430 _ Buslness Tax __ f 10.434 Alarm Permit 10.227 Ball _ _ ____ 10-455 ffiMlFines - TraclsdlParking 10.230- CPTA Traffic/Mlsd/Vic. Asst. 10-456 Indigent Defense 30.122-401 Sewer Service/USA 30-122-402 Sewer Service/City 30%� 30 123 Sewer SevicelCity Malnt. 30.125 Unmatched 31.124 Storm 46--4M— Bancroft grin. Pymt. 40-4-'1 Bancroft Int. Pymt. TOTAL 10, DEPT. ADL I CITYOF TIFARD No. 32703 13125 S.W. HALL BLV.). P.O. BOX 23397 Date TIGARD,OR 97223 Name Address Lot Block/Map Subdlvlslon/Address Permit N's Bldg. Plumb Gash Check ___ 'N• 1 �1 ( / 3t Sewer — —_� Other Other flec.,�y, Acat. No Description Amount I 10.432 _ Building-Permit Fees 10.4.31.600 Plumbing Permit Fees__ 10.41 1.601 Mechanical Permit Fees 10-230.501 State Bldg. Tax 10.433Plans Check Fee 30443 Sewer Connection _ 4 30-444 Sewer Inspection__________ -" 51-48----Street Syst. Dev. Charge 52-449.610 Parks_I_Syst. Dov, Charge _ 52.449.620 , Parks II Syst. Dev. Charge_ 31.450 _Stor_m"Drainage Syst. Dev. Charge 10430 Business Tax 10434 Alarm Permit ��- 10227__ Ball 10-455- Fines - Traffic/Misd/Parking _ — — 10.230 CPTA TrafflclMisdlVic. Asst. I 10.456 Indigent Defense v--- -- 30.122 4G1 Sewer Sei vice/USA- - �- 30.122 402 Sewer Service/City 30% — ?C-11'-3 Sewer Sevice/City Malntt. — - 3G- --- Unmatched -- _ --- 31"1�4 -- Stocm -- 40-47 �ancr-orin. Pymt 1471 ancroft Int-75ymt. -- — i —_ TOTAL _,' , PLUMBING PERMIT CITY OF T'GA RDcmaLPERMIT'r NO. : PL-803.298RD COMMUNITY DEVELOPMENT C:*PARTMENT MOO" DATE ISSUED : 7/20/81B 113125 S.W.Hall Blvd.,P.O.Box 23397,Tigard.0mgon97223.(S03)639-4175 PPIM. PMT .NO . 601.297 ,JO8 ADVIPESS : E3900 sw BURHAM ST IAX MAP/1-01* 't?La 1.;,'�A D P.200 rAJB Eii K 1. AND USE- 1 0 1 SIZE : I TI M NO : NO: WOW CLWA"'S : ALTERATION WAI F.-.:P 1,L.05E'T P 'I IIAP USE TYPE : COMMERCIAL UATNAL BKF LOW PPVN*T'R CON51 . TYPE: VN LAW)RATOPY P. TRAP PAIMEM (-)('.(;L)P .GPP . : BE! TUB 511-401WIEW GPEA111E TDAPS DlIiHWASHEP Dllil:)(IGAL NO. STOPIXES : I WASIAING MACHINE' DWELL .UNITS : L.A1.1W)wy MAY BLDG . DPAIN IDIA F-I (:)('.)P DDATK 5T N K SEWER (FT ) WA1'F.;.P [AVA*TEP I STOPM/PAIN (FT 0 I*Hk,.P 1-4EMAPKS : addition of bathroom faLcilitias i.n exisliting building O DoLfrida I I Robert $157 , 50 W 9,500 aw barbur blvd N E Portland or 97219 R PHONE 4503) 245-4131. $ 0 N T R A 0 ram-: RruxTp-r t4n. Thts permit is issued subject to the regulations contained in Title 14 .............. of the TMC. State of Oregon Specialty Codes zoning regulations and all other applicable codes and ordinances. and It is hereby PLEI 1.1NDC44"i1 AR agreed that the work will be done In accordance with the plans and FAAMIM; specifications and in compliance with all applicable codes and PI B . I OPOI YT ordinances The issuance of this permit does not waive restrictive T.NIAM-Al I.ON covenants Contractor and subcontractors shall have current city husiness tax permits This permit will expire and become null and C,y 1.) 130AP13 void it work is not started within 180 days.or I'work is suspended or r-1*NAL ,abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all req,jirad inspections are requested and appiaved --x--1,/,, Permittee Signa re Issued By (.ALL POP INSPEC-1-10N SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE C'TY OF T' ARD BLJII-.D:ENG IET CPRMIPERMIT I'l-) . : 81.0381297 rTY040 10 COMMUNITY DEVELOPMENT DEPARTMENT 13125 S.W.Hall Blvd,P.O.Box 23397,Tigard,Or*W 07223.(503)639-4175 DATE" TGUED 7/19/88 BaIRW - 008 ADDRESS : (3900 SW BUPHAM ST TAX MAP/LOT 2 11I t?A 1'.)2 2 0 0 SLID L.T HK L ANL) 1-15E : L.01* S1 ZE : J.0N ! 1_ n00 51"IBACKS FTICINT : PF--.AP: WORK CA-ASS : ALTERATTON DWFI L. .I)NJ'.TS : LET I' RIGHT USE TYPE : COMMERCIAL.. NO BEKLAKIOMLS WAI I (."OWiT : (:'.ONS'T . ,ryr*1E. : VN NO . BA*I H5 i' 11-l ! ..? -F:- W uccur;, . GRP. : s2 PPO I OPE-141NG5 . OCC3JP .LOAD N W TL)'T Al.. AF41-..A /17 NO . STURIES : 1 :1.!5T CONST : F:*IPF. PET7 HE I GHT : PNE) APEA 'SE PAP7 PA*rED: BASEMEINT? Dcct.)P . (51.-,:PAW? RATED : I`11E:ZZAN7.NF:'7 HA51EM' T F:I OUR L OAD (;APA(;k:-* : F: E 1:4 En" 1i PR K L.A7 ALAPM7 HEAT TYPEr : ACLX51.57 YE:!-.i F:*I-(Iw(11110,M) 1'.*-TE C T 7 c.upe'? VIF-MAVIKL5 , �F�L..AN ("WECK 13Y bc-,r lj :q - 1G -� o ocl(litiun of bathroom facilities PEASO-AJIE OF MY to z-xisting biLlilding 0 11amdal I Robert PF:PM I T W 00 N 9500 sw bimr,bli,ir blvd VIL.AN Al.-:'V:IA:-'W 111;1 IS E partland al., 97ptSl I)EPT R $10 00 PHONE (503) 5 1 ATE 'TAX OTHER C DEVELOPMENT C'HAPGES : O sm.,(snipm) N T DU PPOPERTY MAINT . 5 DC,(51 PEET R j:)o sox 1.199 PDC:(+E A C or, 97030 PPEPAID 0 R REGISTRATION NO. D&D TOTAL : $7 . 35 This permit is issued subject to the regulations contained in Title 14 RECEIPT NO. (,— e-!� ............ 7 of the TMC. State of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinances. and it is hereby agreed that the work will be done in accordance with the plans and PLE1 . UNDEP'll A Vt %ppcificatior.s and ir. compliance with all applicable codes and F:PAM J,NG ordinances. The issuance of this permit doei not waive restrictive PI H . TOPOUT covenants Contractor and subcontractors shall have current city T1. 31 11 ATI ON business tax permits This permit will expire and become null and void it work is not started within 180 days,or if work is suspended or ('.,,YP . rii)andoned for a period of 180 days any time after work has F-T NA I. commenced It shall be the responsibility of the permittee to assure all required actions are requested and a roved Permittee Signature ys� Issued By SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CONSOLIDATED FIRE AND RESCUE Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Fire District w FIRE MARSHALS OFFICE July 12, 1988 Robert Randall Company 9500 S.W. Barbur Blvd, Portland, Oregon 97219 RE: Burnham Business Park - Bldg. E-F 8900 S.W. Burnham Street Tigard, Oregon Gentlemen: A fire and life safety plan review was conducted on the above captioned project fur compliance with the 1985 editions of the Uniform Building Code (UBC) , Uniform Mechanical Code (UMC) , and Uniform Fire Code (UFC) as amended by Tualatin Rural Fire Protection District's Ordinance 86-5. Plans are approved conditional to the following items: 1. Firestopping: In all wood framed walls and pattitions, firestopping consisting of 2-inch nominally-sized lumber or other approved materials +nest be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accommodate tiring, plumbing, and other similar utility runs must be packed with noncombustible materials in an approved mariner so as to prevent the passage of flame. (UBC Sec. 2516) 2. Approved Plans on Job Site: One set of approved plans bearing the stamps of the Washington County Building Department and this office must be maintained on the project site throt+el,.uut all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. (UBC Sec. 303) 3. Inspections Required: Inspection and approval of construction by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within well and partition cavities; (b) upon completion of construction and prier to occupancy of the tenant space. (UBC Sec. 305) 4788 8.W.OrtfHth Drive 0 P.O.Box 4755 0 Beaverton,Oregon 07076 0 '503)520-2489 Robert Randall Company ,July 12, 1988 Page 2 SPECIAL NOTICE; DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTS' BUILDING DEPARTMENT AND THIS OFFICE, Tf I ca,i be of any further assistance to you, please feel free to umtact. me at 526-2502, Sincerely, ;� Gene Birchill Deputy Fire Marsha] GB:kw Tigard Building Department ✓ Distz ict Inspectors Y CITYOFTIFARD PLAN CHFfK APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT a W T PLAN CHECK # �• 13125 SW Han Blvd. P.O.BCW 2"91. O�fOON PERMIT # 'a 112 t5ro1s2�1�6 DATE ISSUED JOB ADDRESS: C(Lc►G c �r __—_.-_____ _.__— SUB: TAX MAP/LOT LOT: LAND USE: _ VALUAI`ION: OWNER NAME: d �� ` ,PECIAL NOTES f� � - L G� _ � � - ADDRESS: REISSUE OF: �Je'r LAST REISSUE--_----- /'f.1 l�L�cc/ /1✓'; �, / / �E --- FLOOD PLAIN/ --' PHONE: SENSITIVE LAND: CONTRACTOR APPROVALS RE UIRED ,nn l� -�._ NAME: _ �„J G'J P � Q�ti�� Vic w� PLANNING: ADDRESS. ENGINEERING:__— _ FIRE DEPT _ —�-- OTHER: - PHONE: ITEMS REQUIRED ARCH/ENGINEER LIST/SUBCONTRACTORS: _ BUS TAX: NAML:: ��•--Z G.�l�"<( j � v�%�c' r CALCULATIONS: _ AC•ORESS: l.5 Ci,.- �,, r, , _ y''� TRUSS DETAILS: Iff J PARKING PLAN: PHONE: '`' --- LANDSCAPE PLAN: �t S l/.3/ /��. I• s...__ OTHER: COMMENTS: II II `"/ L.i/r"`1 .rte PERMIT # ACCT # DESCRIPTION `v OT' 10-432 00 Building Permit Fees AMOUNT AMOUNT PD. BAI., DUE . .� .' .s' 10-431 00 Plumbing Permit Fees - _ - 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5%) - Building i^ Plumbing Mech 10-433 00 Plans Check Fee Building !,` Plumbing Mech 30-443 00 Sewer Connection (20X) 30-202 00 Sewer Connection (80%) 30-444 00 Sewer Inspection 51-448 00 Street System Dev Charge (SDC) 52•-449 01 Parks I System Dev Charge (PDC) 52-449 02 ParMs II System Dov Charge (PDC) 31-.450 00 Storm Drainage Syst Dev Chrg (SSDC) � - 10-230 09 TRFD (95%)10- 451 00 TRFD (5%) — - - 10--230 06 Washington County Fire #1 (95%) - "--��--- 10--451 00 Washington County Fire #1 (5%) �- 10-220 00 Amart/Wedgewood -- 1 OI A L Fs y 5 —�- RFC # - —- 21 APPLICANT SIGNATURE Received By: . ..•- Date Rece i vnd P.O.Bm 23397 CITY OF TIGARD PLUMBING � �vd. Applicants must hold Oregon Registration to conduct a plumbing pE PERMIT[T 639-4175 business or must be property owner/operator not hiring outside help. Name of Development Ji '/ �' '�Iq EJ - �,. i-r,i �1'�,ri� Plumbing Permit No. Address Description A ORS 814-21-010 CUAN. PRICE AMT. Jo 5 Tax Lot Map.No. U/Ji f 3/ Address FIXTURES _ Lot Block Subdivision Sink 7.50 erne a name o mesa Lavatory _— 7.50 /r5 ` Tuba TublShower Comb. 7.50 v my Address - SftowerOnly----- 7.60 Owner Water Closet 7.50 J t tale ----.- _ _ Dishwasher _ 7.5 - - Phone i Garbage rw.-.posal -- 7.50 Name Washlrq Machine _ 7.55 _— Foor t.lrain 7.50 acing rens Phone Wale(Heater— -_ 7.50 Laundry Roost Tr»y - 7.50 Occupant City/Slate rip — 7.50 Urinal _ _ Name 17hone Other Fixtures(Specify) 750 AVP -r,/ , 7.50 Mading Address Phone — ----- 7.50 Contractor r cep 7'50 MISCELLANEOUS City Bus.Tax No. SQWW 1 at 100' 30.00 at* a. ar3f3o. le s a. Sewer-ss.Addis.100' _ _ -- 15.00 (Residential) Waler Seale 1 st 100 _ 20.00 I hereby acknowledge Mall I have read this application,that the Information Water Service ea Addit.ffX'-- —- 15.00 `- phren is correct,that I am registered with If*State Builder'r Board.snd also Storm 6 Rein Drain IM. .100' - 30.00 'sew a State Plumbing goons that the numbers Sites we correct.that all -- plubing work we be dome In accordance with applicable wo'kons of Ore- yon Revised Statutes Chapters 447 and 893 and applicable codes and that Mobile Home Spare 25.00 no help will be employed unless licensed under ORS 603.(If exempt from - State registration,please give reason below). Back Flow Prevention HOMEOWNERS-1 hereby ow*y Cid I am itis owner of"property ds Device orMtlPo1NAbn0,vlce 750 aaRred above.M wftklt loovilon I propose to make a pltrr,binp Installation for Any Trap or Waste Not rry own use and 0*properly M not being oorlatrucled Ior sale,Naas or WN. CarwmKmd loa Flxwm -- -- 7.50 Catch Basin 7.50 It".of Exist.Plating - --- -40.00 Per Hr. — -- - -- �ga8y Rid ktgoeotl" -- 40.00 Par Hr. Alla of Plumbing within __—_— an E4@*+D g� — 15.00 min.- AUT110R1ZE0 SIGNATURE -- bale New Bldg.or Build.Addition -- 25.00 min. [Pain,girulefatul� Describe work new❑ additionL] att niltIon repWr❑ dA?u im NI _ to be done residential FI noir kWOal — - EfC}atlrlQ use of II .v i Ir AI&V or pr operty ,'Y a dA�F — MA•TOTAL s, u"of /1 —.—� �tJlldlA11M btillbft alb A 17-'1u --*MAL _ NOTICE Tt1M lN 5eo pamonns null and rvld N waa le oorletruoYon authorized Y nal corn `---- — - b ' trlerload wNhy111110 dayw N oenalruolkrt or worts le stNpsnrfed or abandoned for a perkrd of loo days d arty erne after work M oom"coed. 9Rf31AL 00"DIlron _ DM WAd by — --- I iA.✓ ✓1h�lN.. 1'fi,T`, ''IC Q�-% �:i `(•'�• "}Y^ -tc.K�rT:"r:/.1'A'•.1�''� ^".. 'j4. r Lr.., ..�•.• 10'-6" EXISTING WALLS / 821_611 I . F , GIF P ► }.� above, loviUP , 10 , P PROPOSED WALLS W/2 X 4 C/C FRAMING AND 1/211 GYPSUM BOARD FINISH `• Fl_OOR :FLAN I/4*'• r-o� !�lOTES- ' 9 '.• PROVIDE RECESSED ELECTRIC WALL HEATERS IN EAC" ,SPACE -' BATH FAN TO EXCHANGE AIR $ TIMES PER HOUR TO THE O11t91DE * . PROVIDE VINYL FLOOR f.OVERING W/O SEAMS AND DCEND UP WALLS 0 MIN. PROVIDE GRAB BARS AS SHOWN - 1 1/4" t0 I :,'?" IN D! AND MOUNTED 33" TO '36" ABOVE FIN1544EED FLOOR - PROVIDL- 1 1/7 CLEARANCE TO WALL. 1 1 � t AO F1 F1 (-F�;) • 1 ! .,• it i M ' 1 ' , , � ,/• . Construction Inspection&Related 7ests Carlson Tenting, Inc. P.O.sox 23814 Tigard,Oregon 97223 Phone(S03)6U-3160 C1'-3849 POD NO----� REPORT Of IN-PLACE SOIL DENSITY TESTS April 28, 1988 Client— Eric Gambee Construction Co. Project Burnham Mini-Storage Addition Sall Descr.ptlon 3/4" Reject Rock from Morse Brothers Progress Pit 116.1 16.3 Nuclear 3411-8 Mox. Dr Density lbs./cu. ft. Optimum Moisture..__ % Method of Test_ AASH'I ) T-99 _ llly U/7 0 IN-PLACE nENsITr o•rt or Pur T E S T LOCA 7 I t)N rr. wo. olsrw[ ILLS./cu. rr.. ' C Au •( I OM it" 000 Many 4-28 1 South Building, Northeast Side —8" 20.8 133.5 110.5 95.1 4-28 2 South Building, 4' West of Step Dovm 1. 2.1.2 131.8 108.8 93.7 4-28 3 South Building, West End 19.0 130.5 109.6 94.4 4-28 4 Middle Building, North End 16.4 131.2 1065 91.% 4-28 5 Middle Building, 25' Wept of Step Down 13.8 131.4 115.5 99.4 4-28 6 NI>rt:h Building, West End -] ' 17.1 128.2 109.5 94 .3 i R�rnalks 90% coupaction requirement. 'l'est elevations were -8" and -P frcxn slab section in -- -- -- —f fie7 " t ;--- ---- cc: city o i gat - --- _� „ARSON TESTING INC i now on 0 IN 0 on slow MmIIIIIIIIIIIII1MI Emil 0 0 a I am el I on a a �s�:amylimml:9=!!. Ea�lB: ON a_�.:ce�e- -� l:�:a: zMal :: i � � $ �� ie�� l $ �ees l� ��a �.aBe memos Washington Count,• Fire District No. 1 : City of Beaverton Sire Department Tualatin Rural Fire Protection District March 17, 1988 Wilson S. Choy Robert Randall Company Vistin Square 9500 S.W. Barber Boulevard, Suite 300 Portland, OR 97219 Dear Wilson, RE: Burnham Mini-Storage Warehouse Expansion Revised and resubmitted plans for Lhe above-captioned project are approved as submitted. If I can be of any further service to you, please feel free to contact me at 649-8577. Sincerely, TUALATIN RURAL FIRE PROTECTION DISTRICT Gere Birchill Building Offici,ai 20605 S.W. Blanton Street Aloha, OR 97007 SSW cc: Tigard Bldg. Dept. Inspector Ray 6So T &v R " P.O. BOX 127.TUALATIN,OREGON 97081• December 30. 1987 Mr. Wilson S. Choy Robert Randall Company 9500 S,W. Barber Boulevard, Suite 300 Portland, OR 97219 Dear Mr. :hcl% . RE: Biurnitam Park. H1dBh. A. P. C B900 S.W. Burnham A t.e-examination of the plans submitted recently on the above,-noted property ate approved subject to all of the condit.iotis listed in Lite August 5. 1987 letter with exceptirm of items 02 and 06. If I carl be of any further assistance to you, please feel free to rail me at 649-8577. `Iincerely. TUALATIN RURAL FIRE P OTECTION DISTRICT �..1 \^ � Gene Birchill Building Official saw ccs City of Tigard Inspector Ray w, aM�XIIKAIFII I GITfOF WARD No. 28079 1-125 S.W. HALL BLVD. P.O. BOX 23397 Date TIGARD, OR 97223 Name Address 4 I Lot BlocklMapubdlvisionlAddTss / ( Permit M's Bld _ Plumb Cash Check I Sev,,er -7 :5t/ Other Other Rec. By Acct. No. _—� Description �� Amount 10-432 Buildln Permit Fees 10.4;!1.600 Plumbina Permit Fees --_— -- i 0.431-801 Mecnanical Permit Fee. 10.230-501 State Bldg. -Tax _ -- 10.433 Plans Check Fee 30.443 Sewer Connection -- — 30.444 _Sewer Inspe-Ction 51.448 Street Syst. Oev. Charge 52-449610 Parks I Syst. Dev. l:harge 52-449.620 Parks II Syst. Dev. Charge _ 31-450 Storm Drainage Syst. Dev. Charge ?L' 10.430 _ Business TM 10-434 Alarm Permit 10227 _ Ball _ 10.455• Fines -TrafficlMisdlParking 10.230- CPTA TraffT1MIsdlVic. Asst. _ _ — I 10456 Indigent Cefense i 30.122 401 Sewer ServicelUSA 30-122-402 Sevier Service/City 30% 30.123 Sewer SevicelCity Maint. •125 Unmatched — _ 31.124 Storm Drainage -475 ancroft Prir. Pymt. 0 4 1 ancro t nt. Pymt. i7 TOTAL 0 DEPARTMENT COPY +I 1 AL 77 CITY OF TIGA RDHIJ1.1.DINT cmtisxttc COMMUNITY DEVELOPMENT DEPARTMENT PERMIT NO, : OU43703:14 1.3125 SM Hall Blvd-P.O Box 23397.Tigard.Oregon 97223.(503)639-4175 DA'Ir-.. '15SUED : 12/i3S+187 PA 1 M. PM ts 7 0.534 ,10113 AropEst, . agon BURNHAM f AX MAP/1 0l r.,G 1,�-!1'.)B c'.000 P : L,T RX : LAND USE: 1-01 NTZf-. ; VAI 11AT'l ON . 0 1. 19 , 1-m 9�11:JACKS FRONT : PEAR: WORK CLASS : NEW DWELL . UNITS : LEFT: RIGHT : LISF: TyPF--- - 0114FP NU . V'XI . WALL I U.)Nl;i'l : CONST . TYPE: VN NO. PATH15 : N:HP E :NA W:NR Dr.3,10P (1141:1 - HP ir:,roar . OCCUF LOAD N:NR S :NA E :NR W:NA NO . STOPTES : I IST : 15580 11410107- rUNST : A FIRE PET? YES N D OPLA SF.:'t,.'NPY Y V,N PAJ R L): P. 4:1,; BASEMENT'? NO 3RD: OCCUP SEPAN7 NO RATED: MR MF-,'/AN.l NF7 NO F-LOOP LOAD: GARAGE FIRE SPPXLR7 NO ALARM'S NO F;LOW 3000 UV I F:L;I 'i 1,K) --AWL- Hy : REMARKS : OF No LAST ST REISSUE 0 W N PF-141417T E Y500 Isw !) lycl #300 1.11-Arlo [1r-.V1+,W P010t7.and tir, 97PI,p FIRE DEpT SJ A I V I AX C OTHER 0 DF VE-I--OPMFN I C.HAD(;F:1 N T Soc(STORM) R SDC(S"!PE:F.---'T A C PDC 110 11 P A I D < $711 610 R TOTAL : 11111141603 . 15 This permit is issued subject to the regulations contalneo in Title 14 of the TMC, State of Oregon Specialty Codes,zoning regulations r4r`XA;.JP'1 MCI. and all other applicable codes and ordinances, and It Is hereby agreed that the work will be done in accordance with the plans and specifications and in compliance with all applicable codes and ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and void if work Is not started within 180 days,or it work is suspended or Abandoned for a period of 180 days any time after work has commenced It shell be the responsibility of the permittee to assure All required inspections are requested and approved. �S Signature —e. ittee ature Issued By: CA' L. FOR 11,116PFUTION 639—A4175 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE C11YOFTIGARDBUILDING FE.faMJ l' CITYOFTWARD PERMIT NO . : SU870335 COMMU14ITY DEVELOPMENT DEPARTMENT MOON 131255W Hall Blvd,P.O.Box 23397,Tigard.Oregon 97223,(503)639A175 IL15LA!.r.) I P/;.*?9/8 1 PM J11-A3 AIJIDRESiS : 8900 SW BURNHAM la (11)X MAP/1-0,11 Pl:1:IPIP H P000 1AJR 14K : LAND USE: V61.11AI 10N . 'iFl HAUKS) FRONT : REAP WORK CLASS : NEW DWELL .UNITS : LEFT : RIGHT : '1yPF - CIOMMEJOCIAI NO HF-A)POOMS r-."XI WALL CONIVI ! CONST . TYPE : VN NO. SATHS : N: 1 HP S E :NA W:NA OCCI JP ,[,RP . : HP P11101' . 01)1:'-:NINGS : OCCUP ,LOAD N: 1 H" 5 :NA E:NA W:NA No. STORIES . I I ST ROOF CONS T : A FIRE PET7 YES HI--IJ-3-IT : 1,5 PINIF) , ^114;:A NO PAI NP RASEMEN--'? 3RD : Ot'CUP. SEPAR7 NO RATED : NA I/ON I Nf:7 HA4*7:11' I FLOOI� I-OAD . GAOAGE : FIRS, NO AL.APM7 F:LOW(GI-)M) DF11+:CT7 OLAIN [,Hik-*(:;I< VY REMARKS : %mdeow(ft- .orms all fees -7harged to permit 870334 LAST REISSUE 0 V LES : W PIL01fiC frontier PERMIT N F PLAN I*V11-;.W R FIRE DEPT UTHEP C D i'!::V I-..I OPMEN'll (,."APGF;S : 0 N !"DC(STORM) T R A PDC(# C T PREPAID 0 F1 TOTOL: This pnrmlt Is Issued SLbject tot a regulations contained in Title 14 NO. of the TMC. Sidle of Oregon Specialty Codes,zoning regulations and all other applicabin codes and ordinances, and It is hereby agreed that the work w 11 be done in accordance with the plan!i and specifications and in compliarce with all applicable codes and ordinances The issuance of khis permi,does not waive restrictive covenants Contractor and 9!jbcontractore shall have current city uslneS3 tax permits. This permit will expire and become null and void if wn.*k is not started within 180 days,or if work Is suspended or abandoned for a period of 180 days any time after work has commenced It shall be the r"sponsibility of the permittee to assure all required Inspections are iequested and approved. Pen rfiiltop siii'llature Issued By. CAI I.. FOR INSr)F.*,C*tT[)N 639 A 17 5 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE BUIL.DINI, PE-11MI'l PERMIT NIP. : SUB70340 CITY OF TIFA RD �,,,,� C11YOFn"m COMMUNITY DEVELOPMENT DEPARTMENT DAUE IFOA.ILD : 12/P9/87 13125 S.W Hall Blvd,PA Box 23397.Tigard.Oregon 97273,(503)639-4175 PRIM. PMT .NC). (3703A90 JOB ADDRESS : 8900 SW BURNHAM at TAX MAI-)/I--.()T 2`51.208 SUS . L 1, LAND USE : LOT M T ZF 0 SLVHAL;K�i FRONT : RE*AR: IdOPK CLASS : NEW DWELL .UNITS: LEFT: RIGHT : LJSF'-L I yj!JF:'1' - NO HF..'*D14001"IS : EXT . WALI... (*,(')NST : CONST . TYPE: VN NO. B-ATHS : N: S : F.: W: PPOT . 0PF-.:N'1 NGS OCCUP-LOAD N: S : E: W: 1,01 Al, AI-*A NO. STORIES 1 1ST : ROOF CONST : FIRE MET'? HF I G*I I 2ND AVIFI.A SFr�P')R'? PA I i�.r) . BASEMEN Y'7 3PD: (:ICCUP. SEE PAP7 RATED: MF:/lAlll I Nl;�.'? HA5)F;I'l -I PL.00P I-DAD: GARAGE : FIPE. 5PRKLP'7 ALARM? F,1.C.)W I GPM) cx".1 '? HE'AT TYPE : HOC P.ACCES57 COPP7 i'I. CHECK BY . REMARKS: w1l. #am* vhav9sod to permit 87033,11 (.0- No . LAST REISSUE F F E S 0 pmeiflt- 4rrintier PEpmz*r W N PLAN RI-VIP".1al E FIRE DEPT R SIATF, TAX OTHER 0 SDC(ST0PM) N SDI:1 5014F R'T T R PDC(* A < C T TOTAL: PECE,I P'I* NO This permit is Issued subject to the regUlationscontalnect in Title A -------------------- of the TMC State of Oregon Specialty Codes,toning regulations and all other applicable codes and ordinances. and it is hereby agreed that the work will be done In accordance with the plans and specifications and in compliancf with all applicable codes and ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and void if work is not started within 180 days,or If work Is suspended or ahAndoned for a period of 180 days any time aitei work has commenced It shall be the responsibility of the permittee to assure all required Inspections are requested and approved mittee Signature Issued By FOR INSPECTION &119--1175 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE APPLICATION - STREET IMPROVEMENT/EXCAVATION COPY TO: ORDINANCE NO. 74-14 [_j (WHITE E [f (YELLOW)W)--INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY (BLUE)-APPLICANT , APPROVED 0 APPLICATION NO.: _307 _--- NOT APPROVED CITYOF I IGARD, OREGON FEE AMT.: S 484.900 — PENDING FEE. PMT. ❑ (ITN HALL. RECEIPT NO.: PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT By DATE— / — — — — — — — — — — — — — — — — PENDING AGENCY "OK" ❑ \11OIICdl1Ui1 and Progress Record 7112, MAINTENANCE BOND M PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED ANNUAL G PENDING VARIANCE i 1 EXPIRATION DATE: PERMIT NO.: _ DATE ISSUED: _—_–_L.__._.1,— , BY: '►. T w (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. i4 lc, , _.. ., !P.,ncaall c�;. 'I ;nn :'.'i-. :,-'qtr >;lvd btlit 3UU t .1 APPLICANT . � +�-- Y-- --- NAME ADDRESS PHONE CONTRACTOR NAME PLANS BY–,.Ru.rtDf' _� NAME �-\UDRE55 CITY— HO ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S DOLLARS JCLE FOW OFFICE Uff: CHIN.(2) EXCAVATION DATA: 0.04 X s STREET DESCRIPTION PROGRESS & INSPECTION STATUSNAME SURFACE CUT CUT CUT MATERIAL INSTITEM DATE REMARKS/TYPE BY TYPE LENGTHWIDTH DEPTH ITEM AI QU _ STREET INSP R TIO E Q ES`.IMATED STREET OPENING DATE- ESTIMATED STREET CLOSING DATE: ED (3) SECURITY NO. __ 1 SECURITY AMT: S . CLOSET SURETY CO.: -- - ------ _ FINAL CERTIFICr,CHECK CASH ❑ fDNb,r. INSPEC• (4) PLOT PLAN: INDICATE SITE PERTINEMT, 4HYSIr:AL SPECIAL PROVISIONS /CONDITIONS: 4EATURES: EXCAVATION LOCATION AND EX—ENT. -J' ala mirk „►d11 i$,?lLuL.0 tu Qi4r +mwhri c:is & six--c.:i t icatiars III t(, 1 I I City et,)prvvece, plan t:tler�_�1L.•�:. I r 1 I I I ��_r��i.r-..�-±t-r�i (Mr•_ Ltiti icC., — ,;ills 1l/i31-4171) yrior to work APR - ' • - - - - - - - - - - - - •i - _ _ i ..i ccvnNirano:-..ent:. - y - - 3) Jraffic cxntml. :I!iall !x, !xLwjL*r.1 w t!v Cit: s;at1£c!<wt1ay c]Lmirq .c• cuC3(.�lL�.i.CII. Tff..11.. FTAUi JNj, EL I Work RitC' � I „'� i � r11iv.ATW, 11( 1111: 0/1.':i. 1 8e590— 8900 I — S.W. Burnhall ISI NOTE THL CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT OF WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR TILE STATE OF OREGON, THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE DATE �. theObert nandall company Kristin Square • 9500 S.W.Bat-bur Blvd. • Suite 300• Portland,Oregon 97219• (503)245-1.131 • FAX(503)2936230 December 28 , 1987 Mr . Tom Plescher, Building Inspector Community Development Department City of Tigard 13125 S.W. Hall Boulevard Tigard, Oregon 97223 RE: Burnham Mini-Warehouse Expansion Dear Mr . Plescher : In reference to our phone .:o.nversat!un this morning, we will. put in another UL Rated Two Hour Separation Fire Wall , for a total of two such walls in Building C. A revised drawing will be furnished to you shortly. Thank you for letting me know about this required change. Best regards, Wilson S. Choy Project Development WCS/bw Tim ��cr /— �TR!/G C• ALC' �r/raC. /S', �3d'7 �� T/biaRD Miry• S�av�fF fj _C�vim-s �d E• _ PSF -rb7 L UAD: 3I I�SF Jnl ST$ - — 5pr•.�., a 12. '-0" : we � 2 �/, �� 2<<"e %� )� a c G2 f!i2)1� I•S) . 133 4z lu- Ib, 13392 14 So Z2 St'• 12)4 l� 3Co �u o C, u 4 e1< 1.71-1ti&r C-6 C, t2 �J C 1aDeiZ g=--- ( + 2 O y/. ► 7"/ = 56 / 7 047 Pr-rb �b = - 7. 3� I� � �•d.L o.c5 "i dolt I.My106Kill iS r 12 + -7 it/ 442'x/, + F7,– Use ruUse 1Z " u, pG rr65 wlz - "4 cer•7' 8190 ORF.GOY O yG< � 10 9�B. HPC/ -/?07 B�CG- s /� 4,�� Cc rte.7-i �,•. LA-rC.rLAc_ Dcsie,,ul— V5B Wl+..lo, I�It!TNtltl 2� �K�osv¢8- $. � enm10w 1 T/ZA�JSV625E �r1dGTrn. � ' L NJALLS 111 IL2 Cc 1� X �� s 10 2 IL 40' U5 E `3IB 'I p w. S i A/JG- w I/Q o/ Ce"D/C - 12 CI71) 2062 Gq , s V5E %2 Pay wIg :!,V G "e/G rl l/2 „ A(5 (2 I►—�T N It n rd 1&/A C.c. -x C, USe '/s ° pr.7 - I s 1 car - w 4 deo 4,1,0/C 'tr + 1-710 it Pfl�/ 0'26' PL), g,0IAACw /•o �G� 6 "a/c p I Ne y uta 2- fi �. - d'If1. a �O pN 6e. 5190 9 ORrjON 10. ly 9 C�GCIL l..' t_ IhT ItigL L Il IJA�L'. 24o0Ak r. Rcs Mtto). b e, 61, w� No cs� --7771 c� Ogc -r Pfe � , 15 �9�0)+ 14z �s r r� A/, �lobrT Ir roc � L,,e > i,s o.T �•,� � � ,� I Roots jai "L��i C � t 2oa L7 6 OA_j Ie IC l�bE 2 xIZ'" 0 2co d/c ` �F0 Fr OFF LONA ITuoP�j/l L D I a Ire -710 A, 519) �D ,, i ,P o2 IA,1,4 ifOREG N O 10 t�Q` Ver / 2 Pay -1 5�oe- �� /6d`� G •, 7-/207 i g Loi..�G.� -rup//,Alr L�XT kI�GGS ' YC FII 4� x 202 / : 4- 4-7 -474-7 tee. 7/J/1U5•/G/rG.6r- s1/11�G7-1OIJ.'� rte- CNo V�/N c G- F = z u n z a Z'`/ ;c z o 'r< z o� 2 ji-/, Co4O a le bo C = gO ;lc l>pLiLL..'_ 0. O �i2'�a ?260FT_ � . r't: ,aa = 6-6,8 F,_ Ib ✓pLIFr`'= zzEJt+ VBBv�_t r '7'a0 2 ' V5>= 5.•-//Z:-SQd MAaJf rlutMOM% eA• eN0- EA. QA d(, ovCnYc�rr/�,v�. o -r. No - I. 5 ( z2Co) _ ' 4z0 F-r- Ib Fra• OrsGON M O y� 10. `q t�Q` s,reg 4L)o,z K q�f pF _66 W,1su,q �Ffp�^ 4%odilcuon 0 l G 9 ,10 �.� GENERAL PLAN CORRECTION LIST PA9f-t Basad on 1985 Edition of the Uniform Building Code opv rid Owtfer Acs 2C'y.r�f/Z Man 9J4eck No. 4-t, Valuation /� Y ` //(rF /50,17- 17 �rTdr�AGC� Job Address?'"3 C�' �N � � Use -- City— FG Type of Occupancy p- , State if)R E=�U�V Construction V T � -Classitication�— got rADi�5 s F Total Allowable Floor Area q. t. Stories .-- Basis for Increase jrOa $,d 42- Floor Area:r ,.0d j �r Aou CYRE(7 JfPf-24T'O"if Floor(Max.) Sq. Ft. Floor(Total) _ Sq. Ft. % �� /S /B •OtC�77i r / - S HEFT" A �f Occupant Load_ COMMENTS OR ASSUMPTIONS: A„O Ur C kJ .T7G�2AC F Vti;TS I`p E.x r�lir/E_ CbrnP/EX -� 5 c` c��'NTcr _8u�k1�n�-mss” Corrections checked below are to be made on plans before permit is issued. — The approval of plans and specifications does not permit the violation of any section of the Building Code Or other City ordinance or stele law _ GENERAL 10. Afire-resistive occupancy separation in conformance with Table No 5-B and Pection 503 is required behveen 1. ��Valuation should be$ /�� the REcwn iV / h�d/2 B�/►1C�fEN — _ -- /- _•hour) OC 2. Show job address on plans. --hour) (_--.hour) 3. Give name of person responsible for plans. 11. Horizontal occupancy separations should be supported — -- with a structural system having equivalent fire-resistive — ✓' 4. Submit fully dimensioned plot plan. protection.Section 503(b) 5 Give ell dimensions on plot plan 12. Thebid ng is limited to—� stones — (— l feet in height)as a Type V-N AREA LIMITATIONS AND GENERAL structure.Section 507 and Table No 5-D. OCCUPANCY REGUIREMENTS C' ✓Cf 1 � �! , 6. Ground elevations should be shown at comers of the --- bulAing and at changes in ground slope The ground - elevations should be taken at the lowest point between N 13. A room in whish a water closet is hcsted should be the exterior wall and a point 5 feet out or at the property separated from food preparation or storage rooms by a line,if closer Where the exterior well is parallel to and R tight-titling door.Section 510(a) within 5 feet of a public sidewalk,alley or other public — - � way, the ground elevations should be the elevation of TYPE OF CONSTRUCTION L) J V the public way The number of stories in this budding _ cannot be delermined until these data are furnished >n h ? 14. Root coverings should be fire retardant.Sections 1704 �� , �— 0 and 3202(b) Details or specifications complying with 7. The total floor area is limped t0_.[1L��T - Section 3203(e)are required Pf{�L,rtEt) square feet Sections 505 and 506 —! — ----------- - 15 Exterior(court)wells within-----feet of .— 8 Unobstructed yards of—_ feet should N property lines should be of—-----hour construction be maintained on__--_—_ --sides //� Section_---03(a) of the building for area purposes Section 506 ------ ---- �r 16 Openings in exterior(court)walls within %.1 g. Provide details to show that -hour area separs- /� feet of property lines should be prolecied with three bon walls will comply with Section 505(e) Iourths-hour tiro assemblies Section----- 03(b) (a)E.lend vertically from the foundation to a pant 30 inches above the tool N/ 17 Usable space under the first floor except in Groups R, 1 ' (b)Total width of all openings lit"Ied to 25 percent of the wall length in t►.e story under consideration I n Division and M Occupancies should be enclosed as (c)All openings protected with fire assemblies having a required in Section 1703 2 I� fire resistive rating of one and one-half (three) L _ v, hours 10 Fire-resistive construction for structural frame elements 1tG (d)Ducts through area separation walls should be -n the exterior wells should comply with Footnote No 1 avoided If allowed,duct penet•ahons should be pro- of Table No 17-A and Section _ _ See tecied as required in Section 4.306 p) Section 1702 for definition of structural frame -- Sheet No.11 of t Shasta 183 19 A weather-resistive barrier should be applied to exterior SPECIAL OCCUPANCY REQUIREMENTS walls s specified in Section 1707 a Group A ONE v/19459 _ 20 Enclosures for floor 35. A-3 Occupancies openings should comply with Table panciss should as of one-lieu fire•resistive No. 17 A,Section 1706 Details should he provided to construction If located in a basement o leave the first dearly indicate this story.Section 602(b) 12, Slructura;members carrying masonry or concrete welts 36. A-2.1 Occupancies with an occu nt load of 1000 or in buildings over one story in height should be protected more should be in Type I, 11-FR II One-hour, III One- with minimum one-hour fire protection Seclton 1708 hour or IV buildings,except that a roof framing system I&one-s ory ons of buddi sof Type 11 One-hour or ►constructl may be of unprotected const on such to framing system is open to _ b.e too doea not con in ooncealed spaces.Sec. 22 Nonabsorbenl finish and backing for tr,,l!pt room walls and ton floors should conform with Section 510(b). _ 37 Group A sembly a having an occupant load of 23 Shower stall wells should ue finished wt;h a hard,non- 1000 or more shall 1 be located in the basement absorbent surface to a height of 70 inch►v above the unless the basemen s located in a building of Type I or A drain inlet.Section 510(b) It-F.R.construction ction 602(b)r The main entrance should front dire tly upon, or have a 20-foot-wide N 24 Doors and panels of Shower and bathtub enclosure Section 1609 P tic street at lest 20 lest in width. should comply wit'-Section 5406(d)5. 25 Parapet wars not less than�fJr# 38. Light and ve ilation shoiuld comply•,vilh Section 605 required.Section 1709. h1LheS In height are _ ?EE- Set, i70'70 39. A one•h�q(�ir fire-resi a ccupancy separation i^ Eavlerequired'between th or central heating plant should overhangs and Section 1 archilecturel projections where a largest p' ce fuel equipment exceeds should comply with Section 1710 400, Btu per hour input and the rest of the building Sec n 608 40. Eklerior openings for rooms containing(k boder or cen. 27 Projections beyond the exlenor wall should conform tral heating plant should be protected with three- with the less restrictive of the following fourths-hour fire-resistive assemblies that are fixed, (a)A poin!one-third the distance to the property line automatic or self-closing d located below o from an exterior well Section 504 b. story h openings in (b)A point one-third the distance from an assumed windows in the same buita npi 10 feel onfro6 other doors or vertical plane located where fire•resislive protection 9 Section 608. 01 openings is first required die to location of proper- ty.Section 504(b). Group E 41. Atmospheric Separation; should comply rth Section 802(b► 28. Envelope eeilimgs Should satisfy the following condi- tion,•,(Section 1303(b)6) 42 Use of roe s should txt clarified ote that 'rooms in (a)Should not be used to provide fire protection beams Divisions an 2 Occupancies ad for ktnrdergarten, and girders supporting more than one floor. first or s nd rade Pupils and 'vision 3 Occupancies (b)Column',should be individually fire protected shall not oc led above the f St story.Section 802 tci (c)Duct and other openings are limited to 100 square Inches in each 100 square feet of ceiling area _ (d)Duct openings should be protected with approved 43. Special azar fire dampers uld rooms sly d be separated from other uildin (e)Electricalportions of the bg by not less than sone-hour fire- greater than 16 square inches in area,outlet boxes Should be of steel end not resistive occupgncy atation Section 802(d) 44. One ould front irectl 2S Gypsum board,lath and plaster and similar ceilings In 20 foo widedacc 1 s o,a publ cdstreet aun,or have a t lest 20 feet in conjunction with fire-resistive assemblies should be width.Section 3 supported at intervals not exceeding 16 inches. Nzms _ 20 t,trough 25,Table No 43-C. 45 Sanitary f 'lilies shout ---- San n 805. � ",ed to accordance 30. Wood stripping or suspended wood Systems for gyp - withsum board,lath and plaster and similar oei;,ngs should �. – be not less than 2-inch nominal thickness.Section 4704 1►Dh��^d vs^filatio^ Id ply with Section 805 15r lion 4703(h)ler well.stripping — Ppi^g 1 47. y'one-hour fire•ree,etive occupancy separation is Final partition layouts and details should be Submitted ,required between the boihat or central heating plant I prior to installation to justify compliance with occupen- where the largest piece of fuel equipment exceeds cy,fir"Osistive,st►uctura;and exit requirements Btu per hour input and the rest of the building r Section 808 -2. JustIng test data In conformance with Section 105 or an ICBG research report is required lot Group I Rooms to which rubbish(linen)chutes terminate should TyGroup 1,Divi 1 Occupancies s be of Type I or W be separated from the remainder of the building with a EPR II-F9. n ruction onto Complying with the one-hour occupancy separation.Section 1706 c xceptton' ton 1002 3f' Openings Into rubbish and linen chutes or.; terminal 49. Group I'Division 1 Panaes should be of one- WAYS should not be located in ecorridors or stair- hour fiIts-r"stive 1 Table No 5•C ways Section 1706(c) ach 50 Light and Iation s I Comply with Section 1005 She"No.!all,a It 184 T-111 — itt S1T A one-hour fire-resistive occuparcy •operation Is 07. A one-hour fire•resistiw occupancy separation la requ;ed between the boiler or central hosting plant where the largest place d fuel equipment exceeds apW"�befMee� idk�wing rooms and the rest of the 400,000 Btu per hour input and the Jest d the building. ( Dulki'�Q Section 1006. (a)Storage or laundry rooms that r ro within a Group R, Division 1 Oocupan that are used in common by 52. Exteriortenants.Section 1202((b) c'osninga�'rooms containing a biller or cera (D)Rooms containing=191 bdlor or central heating plant in tral heating plant should be protoctsd with three- • Group q, Dh i•ion 1 fourths-hour tiro-ioaislive assemblies that are fixed, atxh �upann'- except where automatic or sstf-ck*ng H located below moms contain equipment serving Ory one another storyy or d kris than 10 feet from other ions in dwelling unit.Section 4212. windows in the same building.Section 1� doors Or —�_. — — --•--._�_ 66. Every dwelling unit and guest room should have roma Group 9 10►1 treating facilities as Specified in Section 1211. _I AAotor vehic{e servies /� Evrjry dwelling unit and every guest room In a hotel or f1Dle,tiro-retardant treated woods or one-hour ff�sta.bus- �yk)dgi�l ase used for sleeping ro- le, with smoke delgcto s �forrmings with be C. Uva oonatnrcUon'Section 702(b). Standard No. 43.6. A amoke detector should be -- Installed fn the basement cf dwelling units having a Storage areas in excess of 1000 square feet in oonnec- stairway which opens tram ryes basemen'into he dwell- bon with wholesale or retail sales should be separated firm the public areas by a ons-tour fire-resistive oeeu- "'�h dstertor should los oonnod to a soundinp 6r Al dr other derecyor to provide en,'.rim which Nell panty separation unless the building is equipped ba audible in the sleeping area.Section 1210(a). throughout with an automatic Sprinkler system.Section 702(b). -- Group M �5 light and ventilation atrould comply with Section 705. 70 Group A' Division 1 Occupancies aro limited to 1000 56 Exi ar gt ventilation at or near i nor level is required by 13000)square feet In floor urea and one story In height. Scion SCP Section 1102 57. A one hour fire•resistive occupancy $Operation is 1. GoreQpas should not open directly into a room used for required between a boiler room or rentral heating plant sksping Purposes.Section 1104. l- where the largest piece of fuel equipment exceeA� _ _ 400,000 Btu per hour Input and the rest Of the building. ;72. An approved noncombustible material or aspl:s!ticSection 708Ing malarial is required for garage floor w loess.Sec• -- -- --- ——— tion 1185. Group R 58 A Group R,Division 1 Occupancy more than stories — In height or having more than 3000 square t above — the first story should be of one-hour fire- islive con- EX!71 REQUIREMENTS Sb uctior throughout except as r evicted in ion 1705 (D)2lSectron i 2 D) 73. An DC upant load sign is required In classrooms, assembly areas,etc.,having an occupant k)ad of more 59 The following should have axis' r glazed open- than 50.Section 33U2(c).See____ Ings for natur 1 f (openable exte or openings for natural ventil io specified in Ion 1205(a) ------ - 74. Conforming tolls aro required from itis areas beknv as Specified in Section 3303(a) e0 Mechanical ventilating sysie in beth ooms should __ —_ p�ro,,v�rile five air herpes pe r directly to the outside. _-_•rcxi 1205(a) 75. s Its Exhould have a minimum s1 — -- —— maximum ho paration of orwhah'Is"t F.1 overall dieg onal of the building or area Exterior openings from [__ should not be Served.Section 3303(cl. considered as fumiehingr required light or ventilation Skov It" do not oparV to a rand court or street in 76. No point In the building should be more than 150(2110) accordance with Se"k*1205(a). 'set nom On exterior skit,horizontal axil, �--- way or Orli enclosk stair- 62 Courts bounded on passageway, measured in ft direction d 16ur sides IIs should be of travel.Section 3303(d).___ leas?10 fee,it longqii For courts hen two stories in height,the r0quirbd width shou reased by 1 77. Exit door should swing In the direction ofs — fool and true rrnqui length by 2 E g- additional tion 3304(b) See doors_ tSpaeaa.Sec• _— --�aY Section t 2+ (c)--- — ._ _ -----_ Cm Every t one �+p'morn$slow the fourth floor should haw 76. Doubt sell -- Of least ore wltrW�w or aryor door ng doors shall not los used p axle in Me panty exit a Section 1204 PA approved'cr em, lolk>rving location:Section 3304(b).— — -- _ mom should have the minimum telling -- ---_— h904"Wred in Section 1207(a) 7E. Exit doors should be openable from Ih,,inside Ithe use d ,key, al knowledge or ef'ort Section without 65 room Should haira a minimum Noor area 3,'104(c).Note dao that flush hints or surface looks are 01 square foot Section 1207(b) PmNbhod. E v+cy dwelling units sfxxrld comply with Saw Exit doors ahouW be a minimum size d 3 les;x 6 feel a 80 inches with s door capable Of opening 90 degrees Section 3304(o)—.. Mol 111110.3 of I Mints 1A5 a>,r r r—- I81. Th"root dimension(clear wires)at sho us„d M detennininp exit wkfMs requf 100• 3303 (b). Section 3304 (9). Moon �b Openings In exterior walls below or within 10 feel of thlckneaaea, panic harwnr, fou+ �wintpfo of�r arf1enor atalrwys should be Protected with sett-closing required exit three fourths-hour firs-rssialivs assemblies. Section Widths have not been NrtNs�d.See dour 3306(j). 82 A floor or landing -- tot. Enclosed usable specs under interior stairways should not more then 1n(1)inch below the be Protected On the enclosed aide as MveahoId Is reqs Tired on each aide of an exll door.Sefton hour f 11 resistive required for one.(h1. construction.Section 3306(m). 102. Nonoombustible salon► stairs are i 83 mquiW�b now P,�t mors than 7 Inches into the 3306(n). required. Section oD►rldh width when fully opened or more than one fait into Ma required comcor width when in any 103• exterior stairs should not ro Posibort•Snctk)n 3305(d). P ►act into an area(yards or courts)what a wall openings must qe protected. PA --- 3306(n). Section oMlSector 33D4 (sliding)(overhe of .doors are not permitted 104 doors.S 3304 One stairway should extend to the roof. Section 3306 85. Exiting through another room does nowoat Y —- (0)• at Provided for in Section 3303(e;. .except 105. Six•loot 8-h-_h minimum headroom clearance for stair• 86. Corridors should have a minimu►r width of" (36) YAYS Should be Indicated on Sea,n 3306(P) Imes Section 3305(b). Nolo that this Is from a plans tangent 10 the stairway tread nosings. 57, corridors serving ria tambulator persons _ 108. Ram s an 8 foal minimum width,g Y P should have P bona should not exceed one fool in action 3321(c) 1set.Section 3307(c) - 88 — -- ----__-__ Dead ends of corridors end MR balconies are Nmfteo to 107. Surface of ramps should be roughened or of slip-resistant 201est.Section 3305(o). materi,4a.So.Jon 3307(g). 89 Vv9Its and ceilings of corridors Ohs b los of oils hour 108. Stat - fire-resistive construction. Section 3305 3909�n should be on-1050d as Specified In Section tscrural section through the rArn 3 is (g)' An arch: 3309. how this is n40mo ary to a Ons(h o)-hour fire-resistive wells ere required ocoompllsiled. b smOnlexit doors ere allowed to Opel into exit 90 Exterior exit balconies cannotures i P ofecl Into an area (c)Doors should be labeled ore (one and one-half). where Pmwecled openings are reruired dun to location hour fire assemblies. on property Section 3305(f)._ (d)Exit enclosures should include a corridor on the ground floor Oxlending to the exterior.Fire-resistive 91 Interior openings Into Wiridois should be construction shcurd boas required for the exit r,clo- Protected e Specified in Section 3305(h) s Wire.Including protected openings.Only exit doors (s)An permitted to open into the corridor. 92 Sleinney approved barrier is required at the ground floor to should hvA a minimum width Wevent People from accidentally crntinuing to the Of--- Inches.Handrails should not project Ewer bvel. more then 314 inches into the required width on each M Usable SPece is not at sift.Trir r should not project more friar 1' lolled under the stairs �— - nsquirW width on each aide.Section A Inches into —....I. 3306(b). _ 1C9. All --- 93 ReArs on stairways should not be less+ran 4 inches ,or required exits omfronyin building should 1 o smoke- grealer than 7 and runs should not be Is Then 11 Inches. Proof enclosures complying with Section 3310 section 3306(c). 110. -— C1Psninga inwc exit courya less than I'D fast wide should 9+1 Landings On slairways should have a dimension In the be tionprotected31with labeled 45 minute fire assemblies direction of trove' Section 3311 (d). Also see •exit short" definition in need not exceed"1ne�a lot stairdslfhiavir p e aVelobi rbut un is/ t(b) so mon.than 1 rt td above the Section 3306 _ oourl floor are exempt _ 191 _ 95 Doors twirlgi q,e, and and In the fully 111. No openings other than required exits ere permitted to y open Post exit past'egeweys. The p,tssagew;sys Should be of 7 in Shall not reeduce ng served dimension ei ennssi pe y load than _-hour fire-resistive construction, Section 3312 7 more, (a)' GOdrs in any Position Shall not reduce the re- quired iimension 10 Mss than ore half of its required --- width.Section Exit Illumination and signs sfhoub be provided in con- width. (i) mh lbencs with Sections 3313 and 3,.114. 98 Basement portion of stat cold have n 1 .l 13. (�oroei slab In Oud tonum approved barrier where Continuous to ---— exit enclosure.Section 3,.30E(h) upper floors in an ) flhhochave a minimum — -- - -•.lection 3315(b)) Sectio 3315(P) 97 1911ioal distances between stairway114. APa�hardware M required on exit doors Secvncg Group Ned to 12 feet.Section 3306(1) landings are Ifm• panties Sections 3317(rt)and 3318(a).In lieu d thin, doors Shall have no locks or latches 98 Handrails should los Placed rid less than 30 --more than 3,4 Inches above the triad. rn 330 nor 115 Main and side exits In ocnlorman Two handralls are �1O^exceed(j) are required for G A,Division2(?j�(��upa1 inches In width, required wh.re stairways exceed a4 rtes.Siscow 3318 99 Guardrails for stairs, balconies end I`--- 118. Corridors d Group E Ouch nDes conform with Section 1711, Nr11s tlhet maximum deer. Plus should n have a width ^9 should required by Section 3302 plus 2 feet,but not Mss Men 6 Once between Intermediate rail,is 6 inches _�--- _ leer Section 3319(a). Ohs"Ne.4 e'a 111hesb 1et� , 117.I Each floor above or below to Around flax level of 135. Clara III atarndpipea are Grout E Occupancies should have no baa than two exit 1 so feet In insight.Table Ngo 38 A. buildings exceeding _ (g) lip tai -Exit sn,Serving an occupant load of more than 100 In 138. Buildinga six stories or more in height ahould be pro. a G E Occupancy should have a micirrltxn pear vided with not lass than one standpipe during con. wilt d 5 bet.Section 3319(g). arructbn.Section 388(b). 119. Every rwm with an - 137. Automatic sprinkler systom plana should be Submitted Group E Occupancy bad exoeeding 300 In a to determine compliance with applicable building, P pancy a mid have one of its exits into a Plumbing and fire codes. Separata exit system.Section 3319(b). 120 When tree or more exits are rege.lred in a Group E FlREPLACES D CHIMNEYS Occupancy,no more tai two requirso exits should exit MMo the same exit syate'n.Section 3319(b). 138. Chknnoya Py with Sections 3703, 3704, 3705 c^d 37- 121. In a Group E Occupancy no point in a room shajld be MGM than 75 feet to an exit corridor,erxklasd stairway 139. Fireplaces and rbe , hound comply with Section L or exterior of the bui ling.Section 3319 ip). 3707. 122. Exiling through adjoining roomt,in a Group E Occupan - ty Should comply with Section 3319(d) FIFFISH WOFIK 123. Panic hantware is required on exit doors serving rooms 140. The interior wall and calling fins a should be Specified containing 50 or more occupants find in corridors of and COmI y wit Tibio No.4 and Section 4203. Group E Occupancies Section 3319(j) -- 141. O;�ps Iltoard(into lath and plaster)cannot be 124. AM mqulrec'exterlor exit doors In a Group 1 Occupancy instal weather•gx ago surfaces.Sections 4705, ,hell open in direction d axrt travel.Semon 3321(a). 4711. See Section 4 for definition of weather- _ exposed surface. 125. Doors from bedrooms and wards of Group 1Occupsn- cies and all exit openings where nonambulatory 142. Skylights should pit with Chapter 34. Plastic sky fonts ars loused should have a minimum clear veldt lights aIM N only under oonditi 34 apepfisd n Sect 332 of Inches b).projections In this width are allowed Section 520 - 143. Glass and r•azhng ah ply wit Chapter 54.Type 126. Pani:hordya-re is required on exit doors serving more and tido as of glee Id be Specified. than 50 occulxsnts m Group I Occupancies unless there k no latch or lDck.Section 7321(f). 141. Glass nd lazing subject to human impact should p FLAO-4,ROOF CONSTFIUCTION, conn with Section 54M.COVERINfl,SK1 JOHTS, ROOIT STRUCTURES 127. Drsftst STRUCTURAL be provided within concealed floor-coiling assembly 145. g formed of comtustible construction papal in In�on lonnanp Sv r required. v,,n "� ,yon TS 128. Drafta►opPing W specified In Section 2516(1)4 8 shall h 146. Soil classilicatial in cinlomlance with Table No.29•8 be iprovid d within attics, mensarda, eve angs and r and_ pounds Der square foot soil bearing similar concealed Spaces formed of combustible � ` value used in design should be specified on na construction '� Section 2905. N�he� � 11ruS �scGlMti.v,cw i S�sz. 129 Roof dratnage Should be conducted under the public 147. The foundation invsStigatkor report mentioned In plans sidewalk.Section 3207(e). was not included In data forwarded to us. 11 should be Submitted for review. 130 Overflow drains hexing to same Size as roof drains and on independent drain lines are required. In lieu of this, 146. All masonry or concrete elt•ments resisting seltimic ovsrftow Scuppers three times the size of roof drains lortxa should qualify as refnbrosd eknnenlS. Section Should be installed in parapet wells. Overflow system Should haft inlets located 2 inches above the low points 2312 0)2 D. Of iib roof.Sec'Jon 3207(c). N 149. Precast tSe reall ponpi should be justified for 131. The 09911091114P area of penthouses and other roof strut oompl ( ) tures cannot exceed 331,1 percent of the supporting roof 1 t' 150. ylbod rnombero May w area.Se ion 36o1(b) r'---__ ' concrete only Y PPort beds from masonry or 2515(s, y under the irw4ltions specified M So0on AUTOMATIC SPRINKLER SYSTEM _ �" - 151. Structural colcuhtlions should be submitted to justify 132 An appri vad automatic sprinkler System In the is adequacy 0tit structural system in resistkV Ws- required Section 3802. Thi;Includes blind mic and wind bads, and supporting dead and live _ces enclosed wholly or portl�� by combustible bads.Thi*includes foundations. cn nstruction. 1A3. Class 1 r�''.!,tdrKl 152. Justifying calculations and details should be provk.sd pipes are required in aprinkbred otxld• Inge lour or more Monies in height Table No 38-A _- _-��y;►'j, -� 134. Class If standpipes are required as q+ecifled in Table 153 Roofs shall be ds od kr snow of No 38-A sin loads o1_ _ - - ----.. --_------ -- -_- -pounds per Square tot» Section 2305(1) *ot"No.5 of 6 Shoats x,154. The roof a id be designed for,uplrt wind preyum / 1�, 1Melding�y or details'or steel deddng clad as a dl- wNh due coraddsratfon fa IMsrM supppri of oompres- Phragm should be ovfded.Infomefion should comply Mon flanges of flsxurel members. /,� with a specific ICBG evaluation report or test data submit. led in oomolfance with Section 105. 155. floor load should contkfer a 20-pound•par•square.lool — PartftlOn load Secton.+304(d), 167. Dealt, should be provided on roof(Ibor)diaphragm oonnec ions that Indicate how the shears are trans- 111 156. s�i.�;,ses(residential;>♦bprtles)Mand be designed lened to ve�rrttical shear-resisting elements.Conneriona fOr a 80-POMCI M-equars-loot IM load.Table No.23• should b h allowable values. 4/ calculallone for own- 1A / 157. S Of�for to sio"d private Pleasure cars should ISO. Nailing Mr gypMtm board(lath,sheathing board)used design b mfnk►wm 2000-pound wfeM load. Structurally on show walls should be specilied to com- 33W ply wtol Table No.47-1. / 4. 0lued-liaminsted LIM bad reductions should corrpy with Section 2300. lase. Shear well utilizing gypsum board(lath, sheathing `MJlr.7 /W y board) canna be used to resist loads Imposed by c4 •�,k l/ hmib„r should be latatooted Ire a000r- mwmrY Of oorxxslo walls.Footnote 1,Table No.A7-I. 1.,r t*,q l ia dance wNh Swdbn 2511(f� _ 170. fialNnngga should be designed to withstand a 20•(50•) 180. Allowable strap In glued-laminated members over 12 Q Pamd-pa•M^tot horizontal forts.TaLAw`!c,.z3-S. Wxtw h should oonsfder a depth reduction fac- br.Section 2511(d)5. 171. Calling training should be designed for a Nve load of not ISS then 10(20)pounds per equare foot.Table No.23- 161. Soited con ections ext —d to the wsOw are limited B' ID 75 sew,%M of Ma d rvwble bad under protacted conditions,ti•'we always wet,the alkrwable bad shall 172• interior partitions should be Justified structurally for be 67 percent I the allowable bad under protected Stronpth and deflection criteria specified in Section rondNlons. U.S.,, Standard No. 25.17, Table No. 2308(b►. 25.17•S. 173. W. Anchorage of concrete and should comply WY with 3ecUor+2310 y+"�elh MnouW com• with a apedtic ICSO eh•alustlon report data should be submitted fn compli na e with SSec�tion 105. WYwood grades Mould oonfarrn with Table No.2". 174. PISno should Indicans that foundations wdend below the 1). 164. ,Atetflcalkm is required that sufficient slope on camber Isassfrost Fns. _ _ RMIlabls to assure adequate roof drainage after lrng- rme deflectors.M Neu of Cts,roofs must be desMtned 175.1 Prrrlde oor►4** specifications M conformance with C� for possible patdkng of wets?.Sector 2395(Q. fir design for 165. Details on Mrosa ft rtetod and hardware along with WMrV data aro required on Prestressed concrete work.This date Mould be submitted and approved b Ordering of material. Note that MI tendonshould P cd)mply with Section 4303 (c) 3 for fire•resistivb I purposes. Addhim 1 Co"w"ons: oc.is>1F co�ic�c'Er�' Tfs>s ArAMPTs _ Y ' Thew*wW aro a part of the attached Maroeo.CwMetionn pre above Indkebd wiM bs oompNsd with Red ad end approved _ (Sign Here) or APPkrMJ ow — ---------------- ow.vnaro tar , sine Ne.•of I ohmag 1N 92 At 2? E v U TEL-hA.-i svOT ,v S,. !�� Sull F 4/ �a�/vO�r i/OawS h Ei� if� Qae E c7aOE v � T6 Q�ye, Q U�b/N/ 44 BUJ//Jt hUi//e QlrLCq _ SFr407 wU / ✓SQA L' ep U�1LC7��5 'WL �' �i�I"c�C F zcf 1-20 Ale) �e "L y-0 e Nu R, occyA"' e Y ��/7wcifiy TNG ! i9�'fS -OvE Tc� f C°,/fi9�v�f /-v c.S,E i IREW XMF FRIN SU c/ 71 - r J• Assn,+,f,v it/C,N Cr f3� '_ /G'O.0 T,�> _ "/ 1, r75s FD p� '475 5 11,s-.6 OZOZ SO r h'�r/d�,v � - ,�o,P T•t ,. � y - �- mss�,.��,� WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.W. Blanton St. • Aloha, Oregon 97007 • 5031649.8577 August 1'j, 1987 Reed Meyers Construction 8900 S.W. Burnham Tigard, OR 97213 Gentlemen: RE: Unit E-21 Tenant Modification A fire and life safety plan review was conducted on the above- captioned projec,� for compliance with the 1985 editions of the Uniform Building; Code (UBC), Uniform Mechanical Code (UMC), and the Uniform Fire Code (UCC) as amended by Washington County Fire District's Ordinance 86-1. 1 . Insulation Flame Spread: The insulation, .including breather papers and vapor barriers which are not in contact with the upper surface of the ceiling and under surface of the floor, as the case may be, n.ust have a flan spread rating of not to ex- ceed 2.5 and a smoke development classification of not greater than 1450 as measured on the Steiner Tunnel Test scale referred to a:3 UBC Standard No. 142-1. (UBC See. 1713) '. Fire Extinguisher Required: A fire extinguisher having a mini- mum rating of PA-10B:C must be placed in an accessible location within plain view. (UFC Sec 10.301 (x)) 3. Approved Plans on Job Site: One set of approved piarn3 hearing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout all. phases of con- struction and inust be made available to building and fire inspec- tors for reference during; required construction inspections. (U13U Ser_. 303) 14. Certificate of Occupanc.y Required: Prior to the use and oc- cupancy or other written instrument of approval. must be obtained from the City of Tigard Building Department.. (UBC Sec. 307) STOP FIRES --- SAME LIVES MRAMMUM Reed Meyers Construction August 17, 1987 gage- J T f we may be of any further service to you, pltiase feel free to con- +.act me. sincerely, WASHINGTON COUNTY FIRE DISTHIcr NO. 1 Robert E. Ray Fire Prevention Officer S 4 cc: City of Tigard District Inspector w Jurisdiction of C,% Z D Z/6-09XD a / � _ 96 33 GENERAL PLAN CORRECTION LIST Basad on 1965 Edition of the Uniform Building Codas s Owner- Al fSSTd lr ce Plan Check No Sal S�—_ Valuation .lob Address ��Oo S'�. �R UseL�T-c-'ce/ city— Tr 6 A-C O _ Type of Occupancy State X E 0 0 Construction (/-A/ —Classification- Total lassification Total Allowable Floor Area. Sq.Ft. Stories Basis for Increase Floor Area: .'G,' shok-o,% Floor(Max.) --_-_Sq. Ft. --- Floor(Total) YU _-_ Sq. Ft. Occupant Load COMMENTS OR,ASSUMPTIONS: _ - - r t v rat //r4; =cc Z GvG//s w,2Z57 Pf r eec>ir 5_it�Cr i�/j�C• wi • Qf T/iq//Y E..rC�'f-u_��r� Q / hQ�/�I.—,�✓i �Cl�i.�i�` Corrections chocked below are to be made on plans before permit is issued. The approval of plans and specifications does not permit the violation of any section ot the Building Code or other city ordinance or state law. GENERAL 10 T A fire-resistive occupancy separation in conformance rt 1 Valuation should be S the Table No 5-B and StctionJ503 is required between - —- —.hour) 2 Show job address on plans ( -hour) —• — 1 -hour) / 3. Give name of person responsible for plans — --— --- _— 11. Horizontal occupancy separations should be supported :;i Submit fully dimensioned plot plan. with a structural system having equivalent fire resistive protection.Section 503(b) �D�€ 9// Give all dimensions on pkA plan. 12. The building is limited to_— stories — -- (--feet G feet in height)as a Type AREA LIMITATIONS AND GENERAL structure Section 507 and Table No 5- OCCUPANCY REOUIREMENTS 6 Ground elevations should be shown at comers of the -- -- building and at changes in ground slope The ground elevations should be taken at the kowesl point between 13 A room in which a water closest is ►xeted should be the exterior wall and a point 5 feet out or at the property separated from food preparation or storage rooms by a line,if closer Where the exterior wall is parallel to and tight-fitting door Section 510(a) within 5 feet of a public sidewalk,alley or other public way, the ground elevations should be the elevation of —TYPE OF CONSTRUCTION the public way The number of stories in this building cannot be determined until these data are it mished.— 14 Root coverings should be fire retardant Sections 1704 and 3202(b) Retails or specifications complying with 7. The total floor area Is limited to square feet.Sections 505 and 506 --- Section 32031e)are required -� -- ----�- 15 Exterior(court)wells within -----feet of 8 Unobstructed yards of _feet should pprrooppeerty lines should tv of-----hour construction be maintained on — -_sides Section_—_03(a) of the building for area purposes Section 5% — _—-- — 16 Openings In exterior(cnurt)walls within g Provide dstalls to show that^__--hour sips separa- feet of property lines should be protected with three tion waft will comply with Section 505(e) fourths-hour fire assemblies Section._____03(b) (a)f_-end vertically from the foundation to a point 30 inches above the root --— --_ --— (b)Total"h of all openings limned to 25 percent of 17, Usable apace under the first floor except in Groups R. the wall length in the stnry under czrisideration. Division 3 and M Occupancies should be enclosed as (c)All openings protected with fire assemblies having a required in Section 1703 fire-resistive rating of one and one-half (three) ---- — --- (tours 18 Fire-resistive constntctw,for strictural frame elements (d)Ducts through area separshot wells should be in the exterior wells should comply with Footnote No 1 avoided fl allowed,duct penetrations should be rxo- of Table No 17-A and Section .-- See _lected as required in Section 4306 0) Season 1702 for definition of structural frame Sheal No.1 or•Shisets --- 183 i T19 A weather-resistive barrier should be applied 10 axtenor SPECIAL OCCUPANCY REOUIREMENTS wells as Specified in Section 1707(e). Group A 20 Enclosures for flour openings should comply with Table 35. A-3 Occupancies Should tea of one-hour fire-resistive No. 17-A,Section 1706 Details should be provided to construction if located In a basement or above the first dearly indicate this story.Section 602(b). 21 Structural members carrying masonry or concrete walls 36. A•2.1 Occupancies with an occupant load of 1000 or in buildings over one$tory in height should be protitroted more should be in T with minimum one hour tiro protection,Section 1708 Type 1. II•F.R., II One-hour, III One. hour or IV buildings,except that the roof framing system _ for one-story portions of buildings of Typo II One-hour or Type III One-hour construction may 6y of unprotected construction when such roof framing s slam is open to the room and does not contain concealed spaces.Sec- 22 Nonabsorbent finish and backing for toilet room Walls and tion 602. Iloors should conform with Section 510(b). - 37 Group A assembly rooms having an occupant load of 23 Shower$1811 walls should be finished with a hard,non- 1000 or more shall not be located in the basement absorbentsurface to a height of 70 inches a'?0v9 the unless the basement is located in a building of Type I or drain inlet.Section 510(b). II-FR.construction.Section 602(b) The main entrance should front directly upon, or have a 20-fool-wide 24 Doors and panels of shower and bathtub enclosure Section t603 public street at least 20 feel in width. should comply with Section 5406(d)5. _ 25 Parapet walls^d legs than 38. Light and ventilation should Comply with Section 605 required.Section 1709 hldlea in height are — 39. A one-hour firsi•►esistive occupancy separation is 26 Eave overhangs one similar architectural projections where heuired el gest Piectween the e Ofrfuel or quip etral quipment exceeds ds Should Comply with Section 1710. 400,000 Btu per hour input and the rest of the building Section 608, It 40. Exterior openings for rooms containing a boiler or con- 27 Projections beyond the exterior wall should conformIral heating plant should be pro ecled with three- with the less restrictive of the fohowing (e)A point one fourths•he,is !ire-resistive 8ss'�mb,es that are fixed, -third the distance to the property line automatic or self-closing if located b91ow openings in from an exterior wall Section 504(b) another story or if less than 10 f!W fror,i other doors or (b)A point one-third the distance from an assumed windows in the same building.S action 6118 vertical plane located where fire-resistive protection of openings is first required due to location of proper- V ty.Section 504(b). Group E 41. Atmospheric separations shoi ri comply with Section 802(b) 28. Envelope ceilings she uld satisfy the following condi '—— tons(Section 4303(b)51 42 Use of rooms should be clanfiec' Note that rooms in (a)Should not be used to provide fire protection beams Divisions 1 and 2 Occupancies used for kindergarten, and girders supporting more than one floor first or second giade pupils and Division 3 Occupancies ` (b)Columns should be individually fire protected. shall not be iucetsd above the first story Section 602(c) (c)Duct aild other openings are limited to 100 square inches in each 100 square feet of ceiling area _ (d)Duct openings should be protected with approved 43. Sperial-hazard rooms should be separated from other fire dampersportions of the building by not less than a one-hour fire- greater than 16 square inches in area boxes Should a rea of steel end not resistive ou--ur^ncy$operation Section 802(d) ' — Ono required front have a 29 Gypsum board,lath and Plaster and Mind r r oili,�in 20-fm-wide access to,la public creeectp at leasti20 feet in conjunction with fire-resistive assemblies rhould be width.Section 803 supportdd at intervals not exceeding 16 inc'!es Norris — 20,,'rough 25,Table No 43-C. 45. Sanitary facilities Should bu with Section 805. provided in accordance 30 Wood Stripping or suspended wood systems for gyp sum board,lath and plaster and similar ceilings should 46 be not less than 2-inch nominal thickness.Section 4704 Light and ventilation should comply with Section 805 (b).)Section 4703(b)for well stripping J -- _ 47. A one-hour fire-resistive occupancy separation is 31. Final partition layouts and details should be submitted required been the boiler or central heating plant prior to installation to justify compliance with occupen- where the largest piece of fuel equipment exceeds cy,firo•resistive,Structural and exit requirements. Section Btu per hour input and the rest of the building Section 608. � 2. •I)edi}tying lest detain conformanos with Secto^105 or IC-110 research report is required for,_` Troup I — -- 1' Rooms in which rubbish(linen)chutes terminale should 48 Group 1'Division 1 Occupancies should be of Type I or be separated from the remainder of the building with a Type II-F.R construction unless complying with the one-hour occupancy separation.Section 1706(c) Exception in Section 1002(D) 34 19 Orou I,Divisor 1 or 2 Occupancies should be of one Openings into rubbish and linen glues and terminal Q rooms should nc, be located in exit corridors tx stair• hour 4resistive construction Table No 5•C ways Section 1706(c) — . 50 Light an 1 ventilation should coin — ��— ph'with Section 1005 Shoo Mt.If of 6 Sp 95A 184 ' 51. A one-hour fin-maiative occupancy separation is mqulmd baboon the bock► or Central Mating plant 97 A one-hour fire-rosistivo occupancy separauul. is where the largest place of fuel equipment exceeds required between the folktwir j rooms and the neat of the 100,000 Btu per hour input and the net of the building. I building: Section 1008. (a)Storage or!Sundry rooms that are within a Group R, Division 1 Occuthat ars used In common by 51'• Exterior openings for worn*containing a boiler or con- Variants.Section 120 (b). tral heating plant should be protected with three. (b)ROOme containing a toilet/or control heating plant in fourths-hour fire-rosistive assemblies that aro fis.ed, a Group A. Division 1 Occupancy, except where automatic or set- It located below WGfI rooms Contain equipment serving only ono openings h1 dwelling unit.Section 1212. s In WI or M lass i 1. hal horn ahs►dons or nV me same building.S�,yla,1008 88 Every --- dwelling unit and gV>net room should have com. pip S — fort heabng facilities ar specified in Section 1211. 53. Wt0►vshlcie service stations should be of rwncombu•. SO. Every dwelling unit and&very guest room In a hotel or table,fire-retardant treated wood or one-hour Are-reals- "Ing�N used for sleeping purposes shall be pr0- @ve oonstnXtIOn:Section 702(b). vided with smoke dotectors conforming with U. C. Standard No. 43.6. A smoke detector should be 54 Storage areae In exceey of 1000 Installed in the basement of dwelling units having a lion wltn wh�lssals or retail sal should�1 In stairway which opens from;he basement into the dwell- from tte Pu>11c Mas by a chis-four firs-resisli%,ro�. dated doovice or oV:.er detector lto�COnrieCied r a eoundinp pancy 80raration unless the building is equipped los audible In the sleeping area Section 1210 which will �roughout with an KdOnu tic sprinkler system.Section 55, Ught and ventilation should Droop M comlplY wlih Section 705. W72. Grou M Division 1 Occupancies 56 Exhaust hrsntlfation rtl 01 near Moon kvai b )square lest in floor reand orielimited story liheight. 000 Section 705. required bySection 1102. 57. A one-hour fire•rosiative occupancy separation is Garages should rid required between a boiler room or central heating plant9 Opti"directly into a room used for where the largest piece Of fuel �e9Pm9 purnoeea.Section t t04. 400,000 Stu per four equipment exceeds Section 708 Input and the rest of the building. n approved noncombustible material or asphaltic�tmatte11 �al is required for garage floor Surfaces Sec Group R -- 58. A Group R.Division 1 OCCupancv more than two stories. In height or having more than 31300 square feet above the first story should be of one-hour fire-resistive con- EXfT REQUIREMENTS strucNon throughout except as proves In Section 1705 _ b)2.Section f202(b)• 73• An occupant food sign is required in clesarooms, 59 I assembly areas,etc.,having an occupant bad of more The Mowing►001, ext 1 should have"*nor lazed than 50.Section 3302(c).Sae 'rigs for natural light (Openable exterior openings for Vatural ventilation)as Specified In Section 1205(a). _ 74 Conforming exits aro required from the areas below as l — specified in Section 3303(a). 160 Mechanical ventilating system in bathrooms should --- — prwide five air changes per hour directiy to the Waldo, — Section 1205(a) 75. Exits should haus a mirimur,:separation of one-hall the maximum Overall dia;onwi cf the building or area Exterior openings from— should not he served.Section 3303(r,). considered 011 fumVishing required light or vsnolation err-* they do not open to a ard, court street in 78. No point In buUd:ng 1,houki be more than 150(200) accordance with Sectlon 1205 ra) 01 the bet from an exterior ex,r,horizontal exit,ercbs&d stair- F2 Coubounded on rts way or art pessa 'way. measured In t»dimction of lour skies with wells should be at trove! Sor.ton W,. hast 10 foot in length.For courts more than 1YVo storks In forth height, uiuired width should b»increased 1 77. Ext door should swing In the direction of storydtheSection oulm(c)lengthby 2 het kx each additional ton 3304(b).See doors—____egn°ts.Seo 63 EvniT a10epinh0 room below the fourth Noor should have 7151. Double-soling doors shall not be used ao exits in tris tl bast one window 01 exterior door approved lax erne►- following locations Section 3304 pony ext 01 rears.Section 1201. (b).- 64 — room should have the minhnumh,,*,, ------ _ height roqufred Section 1207(a) g In 79. Ext doors should be openable from the inside without the use of a lee erecial krhowlsdg Stion Of Mom should have a minirmlim floc area 33134(c) Note•..0 that flush bots a surrface rorJOtsecare square feet Section 1207(b) prohibited. 86 � dwelling units should Comply with Section 8. Exit doors should be a minimum size of 3 h&:%6 feet 8 SectInChOion with a(edOOr caaVble of Opening go dogmas OWN NO.3 0 a Sho b 1S5 WNWEM 81. The net dimension(deer wldpt)tl should be used in deter-ninin sxii widths reyul 100. Openings In exterior walls below or within 10 ff Isle 01 3303 (b). Section 3304 (s). M oonsfpsrallo Section lnderior sWrwayt should Ds protected with self-closing thicknesses, panic hardware, door twinQQ, etc., Me three-fourths-hour fire-resistive assemblies Section required exit Widths have not been fumishsd.See door 3306(1) 82 A floor or landing not more Man 1/? 1 101. Enclosed usable Space under interior stairways should ' threshold is required on each side of an exittddoobe�1 on � I�1sd on Ms enclosed Side as required for one. hour Nis resistive construction.Section 3306(m►. 3304(h). , 102 Nuricornbustlble W0nOr 11111,013are i Doors should not Dmdi fs mora than 7 Ines into Me 3306(n). required. Seclion required corridor width when fully eper,ed or more than one haft Into the required 00"Idw width when in an 10.3. Exterior stairs should not ro POSIDOn.Sscllon 3305(d). Y courts)where wall P 10ct into an area(yards or . 3306(^) openings must be prolecled.Serllon 84 Revulving(efding)(overhead)doors are not psrrrlit►ed U exit doors.Suction 3304(g). 104. One slairwa (u) y should extend to the roof. Section 3306 85. Exiting through another ronin does not Comply,except as provided for In Section 3303(e, 105. SIX-foot 6-inch minimum headroom clearance for stair- 86. Corridors should neve a minimum width of 44 (36) Note th�hi6 a from a planIndicated one tangentlans to he stairway Inches Section 3305 to tread nosings. 97. Corridors serving nonambuiatory persons should have 108. Ramp elopes should not exceed one foot in an 84001 minimum width.Section 3321 (c). *Of.Secbcn 3307(c) 88 Dead ends of corridors and exit oslcorliei aro limited to 107. Surface of ramps should be r ?il feet.Section 3305(e). materials.Section 3307(g) oughened or of Slip-resistant 89 Wells and ceilings of corridors should bs of one-hour 108' stairways should be enclosed as s fire-resistive construction. Section 3305 peciNed in Section tectural section through the corridor is ngecessary to S0�01i0(two)-hour fire-resistive wells are ired determine how this is accomplished. b Only exit doors are allowed to open exit enclost trait. — --�– (c)Doors should los labeled one 90 Exterior exit balconies cannot protect into an area (one and one-half)• i where protected openings are required due to location hour fire usembltes on property Section 3305(t) (d)Exit enclosures should include a corridor on the ground floor extending to the exterior.Fire-resistive 9t Interior construction should be as required for the exit enclo- openings Into 00rridora should be p rotectjW as sure,including protected openings.Only exit doors specified in Section 3305(h). are permitted to open into the Corridor. --��- (s)An approved barrier is required at the ground Noor to 92 Stairway should haus a minimum width Prevent psopls from accidentally continuing to the Of inches.Handrails should not prof" lower level. more than 314 inches into the required width on each (n Usable space is riot allowed under the stairs. sloe.Trim should not project more than 114 Inches into – required width on each side.Section 3306(b) 9 f Risers on stairways should not be less 4 Indies 109 All required exits from the building should be smoke- y Woof enclosures complying with Section 3310. greater than 7 and runs should not be less than 11 inches ..action 3306(c). 110 Openings Into exit courts less then I f wide ees wi should 94 -- be PfWected with labeled 45-minute fire assemblies Landings on stairways should have a dimension In the Section 3311 (d). Also dee 'exit Court" definition in direction of travel equal to the width of the stairwaybut Section 3301(b).Openings more Man 10 feet above the need not exceed 44 inches for stairs having a straighrun court floor are exempt. Section 3306(Q) _ 95 Doors swinging over landings and n the full 111. No openings other than inquired exits are permitted in tion shall not reduce the required dimension by more than exit pseaapeire-rwaysThe passageways sh,,ufd be of Y open post- -hour Nre-reelslflt construction 7 inches.When a landing serves an occupant bad of 5o (t) .rection 3312 or more, doors in any position shall not reduce the re- quired dimension to less than one half of its required width.Section 3304(1) 112. Exit Illumination and signs should be formance with Sections 3313 and 3314 in con 96 Basement portion of stairways should have an 113. Aisle(crOSS aisle)In auditorium should have a minimum approved barrier where continuous to upper floors in an exit enclosure.Section 3306(h) width of .section 3315(lel Section 3315(e) 114. Panic hardware to required on exit 97 Vertical distarloes betveen Staines I doors serving Group Ned to 12 feet Section 3306(I) Y landings are Mm- o Occ,doors h Sections 3317(d)and 33!8(a) In lieu d this,doors shall newt no ticks or Istches. 9tl Handrails should be placed not less than 30 — -' more Man 34 Inches above the tread md30 nor 115. Man and side axile in conformance with Section 3317 Two handrslIs are Section 3306 are required for Grou A,Division 2(2.1)(3)Occupan Inches in width wired wflsro Stairways exceed cies.Section 3318(a� ---------`.-`– 116. Coridore of Grpu E(kcup ----- 99 Guardrails for stairs, baiamles and landings should required P I SS should hove a width _ I oo^torm with Section 1711 b6 Flo^ 2 p ua 21eet,tart not less Men 6 1 Once between intermediate r�'6 inch" clear- Isel.Section 3319(ai. Heist Ns.4 Of e SheOls 1SQ ' t. s 117. Each Moor above or below the ground floor level of Eto III eta Group E Ooaupancaee should have no Nae than two exitet M ndpstandpipes Preglo fired i buildings eerceedfng Stairs.Section 3319(g) height. 11P Ezn Stain serving an occupant load of more than 1001n gs six Stories Or mons in height should be pro- s Group E Ooaupancy should have a minimum pearwith not Nae than one starripipe during non.widM d 5 feel.Section 3319(g)• n.awn 3808(b). t 19. Every room with an occupant IoW exceeding 300 In a atic sprinkler system plans should be submitted Group E Occupancy should haw one d its exits irlo aermine Compliance with applicable building, asparate exit eynem.Section 3319(b). ng and fins codas. 120. When three or mons exits are Irsd in a Group E FIREPLACES AND CHIMNEYS Octhe yno more than two required exits should exit OxIt system.Section 3310(b). F138. Chimneys should 3705 and 3708. with Sections 3703. 3704, 121. M a Group E Occupancy no point M s room should be more than 75 feet to an exit corridor,enclosed stairway 139. Fire aces end ba - or exterior of fire building.Section 3319(c). barbecues should comply wit,r Section 3707. 122. Exiting through adjopiin'n►�gg rooms M e Group E Oocupan• - cy should cont. ,MthrSectior,3319(d). FINISH WORK 123. Panic hardware Is required on exit doors serving rooms 140. The interior wall and coiling finishes should be specified oontaini 50 or more occupants end M oo►rkfors of and comply with Table No.42.8 and Section 4203, Group E Occupandss.Section 3318 0). 124. All required exterior exit doors M■Group I Occupancy 141. Gypsum wallboard(interior lath and plaster)cannot be k,cll installed on woother•exposed surfaces.Sectio;a 4705. open in direction d exit travel.Section 3321(a). 4711. See Section 424 for definition of weather- exposed surface. 125,1Dors from bedrooms and wards d Group 1Occupan- cies and all exit openings where nonarnbulatory 142. Skylights Should com ly with Chapter 34.Plastic sky- patients are housed should Hove a minimum clear width lights aro allowed only under ocnditions specified in of 44;riches. No projections In this width are allowed. Section 5207. Section 3321 (b). ass128 Panic hardware la required on exit doors serving more 143 anass d thiickness d p ass Shocomuld)e sh�ould comply with Chapter 54.Type I than 50 occupants in Group I Occupancies unless there tpecffled. ls no larch or lode.Section 3321(f). 144 Glass and lazing subject to human Impact should FLOOR,ROOF CONSTRLP,,'ON,COVERMIO,SKYLIGHTS, Comply with 54W. 'RUCTURES 127. ash '- ,Ing u W%CM din Section 2518(�4 A shell STRUCTURAL be;Pvvrded within a concealed fico►-piling assembly 145. formed d combustible construction. Special Inspection M conformance with Section 308 is required. 128. Drattatopaing as specified In Section 2516(1)4 8 shall 146. SOLI Ck"ficalbn In conkmance with Table No.29.8 be ed within attics, mansards, Overhangs and find_ elmrlsr concealed spaces formed of combustible pounds per square rod Boll bearing construction. value used in design should be Specified on plans. Suction 2905, 129 Rod drainage should be conducted under the public The foundation investigation report mentioned plans Sidewalk.Section 3207(e) 147. M was not included M dela forwarded to us. f1 should be submitted for review. Overflow frains having the Same sire as rod drains and _ on Inde lent drain lines are rewired. In"leu of this, 148 All masonry or concrete elements reslaling seismic overfly ppers three times the S120 of roof drains should N metalled In force Us hood quality as reinforced elements. Section should haw inlets located 2Inp�sllibo�thehbw points 2312 2 8. M the roof.Ss0on 3207(c). 149 Precast Concrete well panels should be justified for 131 The aggregate area of penthouses and ofher rod struc- compliance with Section 2616(c) tures cannot exceed; percent of the suppDrJng roof `-L area.Section 3601(b) 150. Wbod members mill loads from masonry or concrete only under the conditions specified M Section AUTOMATIC SPRINKLER SYSTEM 2515(m). ---1 132. At,approved WfOrnaHc sprMkNr system M the 151. Structural calculations should be submitted to justify is required. Section 3802. This k►ckurlea blindquacll d the stnuctu►al ayslsr,,M nsaistlrg Ssls• spaces enclosed wholly or partly by combustible of and wind bads, and supporting d4ad and live oonst►u rtion. loads.This irciudes foundations 133 Class I of III stand 152. JU Wyinp calculations and details Should be A. Provided Mgs lour or more stories Inh"nl Ti�"38 A.twiki 134 Class it standpipes are - No PrDe required ae epsdiNd M fable 153j hods shall be ned for snow Pounds per square 305( d____--_--_- 3&A. _- �----- -- ---- _- _Q tool.Section 2305(d) Shoo No.I Of•9heeb 187 ULMKAMII 154. The rod should ra do for for uplift wind comprne tf�18. Wblding data or d"Is for steel docking used as a dia- wNh due consideration for literal short d aompree- phnpm should be p ovid.d Infomtation should comply sloe fkvges M fissural n+amben. with a specific ICBG evaluation report lad in compliance with Section t0 «test data submit- 155. Ftcor bad should consider a 20-pound per-square-fr,of P&nWw,l bad.Sedbrt 2304(dj. 187. Details should be P-Midad on roof(floor)diaphragm , 156, omnectiorns thal Indicate how the shears are trans- Marquees (nsidantial balconies)should be designed tined to vertical shear-reslsting elements.Connections for a 80-sound-per-square-bd IM bacTaW No.23- should he stifled with structural calculations for con . corn- A. piano@ wHh allowable values. 157. Garages for the gorge d fflrtvNe pleasure can should 188. Nailing lex gypsum board(lath,sheathing board)used be designed br a rttk►im 2000 pound wheel bad. structurally on shear walls should be specified to com- Saction3304(c) ply with Table No.47 I. _ r 158. LM bad reductions should comply with F action 2306. 189. Shear walls utiti21 l _ ng gypsum board(lath, sheathing board) cannot be used tc rashes bads imposed by 159. Glued-laminated lumber should be fabric ided In llocor- masonry or oortcrels walls.Footnote 1,Table No.47-I. dame with Section 2511(f►. -- 170. RaINrps should be designed to wilthstand a 20•(50•) 160. Allowable otrsse In glued-laminated maml»n over 12 P -pe►-fod horizontai I[M.TWO No.23.8. Inches In depth should consider a depth rrducdon fac- tor.Section 2511(d)5. 171. Calling burning should be designed for a live load of not lase than 10( )pourds per square fool.cable No.23- 181. Boited connections exrosed to hit wet",are limited B' 10 75 percent n' the allowable bad under protected conditions When always wet,the albwabb►bad shall 172. Interiorw rtitions should be Justified structurally for be 67 percent d the prose allowable load under conditions. U.B.C. Standard No. 25-17, Table o.. �n1b) deflection criteria apacifisd In Section 25-17•S. _ -- 173. should comply 82. Anchorage d ooncrite and masonry walls l*ould corn- with a specific i CBO evaluation report or Justifying test Ply with Section 2310. data should be submittal in compliance with Section 105. 163. Plywood grades Mould oonlcrm with Table No.25-8 - t 81. 174. Plans should Indicate that foundations extend below the Justification is required that 1111,11'"01011t$tope of ran nber is host line. evallable to sesure a4sguate rod drainage sker long- tfma deflections.In Nue of this roofs must be clssigned 175. PnNW otxnpleb aPeM8cadons In oonfomurtce with IM po@aible ponding of water flection 2305(f), ft deign$or 185. Details on stressing mafhod and hardware mores with Justifying data are required on pres"aW =,,Creta work.This data should be submitted and aappppyrpr}nr to ordering d material. Note that all terndona should comply with Section 4303 (c) 3 for fire•reelstive putpcees. Additional Corrections: Tt ass sheets an•part d tit phaco and Shan remain attached Burelo.Conectiarts asabove IrliftW with be connDNed wt±h. Red tadced and attlprwed�. (Sign Fps) �_ O' .�APPaear,ll — ChW*Od by rtavnaan use --- Ifawt Na a a1..Maa - (�/ ✓ 11, l I L 1111 1.1 11 Tot- inspec ions: call 6'9•-4115 PERMIT NO. CITY OF TIGARD 69.4171 DATE _-- BUILDING PERMIT TAX MAP Z S t 2 Q�Gr susavlsloN P ,O. Box 23397, Tigard OR 97223 OWNS 1 4 3 'ceJOB AOORESS � - STATE REG.NO. -_.EXP.DATE _ SUILDER R LS-- SUILOER'S PHONE-�Z_ PHONE —OTHER T. STRUCTURE O NEVr--_�_REMOOEL Cl ADDITION O REPAIR ❑ MOVE O OTHER L) OEMOLITION RY [) GARAGE (j TNER O FENCE ❑ RESIDENCE COMM ❑ EDUCATION C) IND Cl RELIGIOUS, O ACCESs0 —BLDG.TYPE - FIfiE ZDNF PLAN CHECK BY ttEAT — OCaJPANCY 1� LAND USE ZONE _ SEWER PERLUT+ _.—r._.___ — . - NO.BEO / ' vAWE� NO.STORIES / AREA �jZ a' — OCG.LOAD FLOOR LOAD HEIGHT — -_� it16M� BUILDING DEPARTMENT SET BA -_--f•EiONT - -y LEFT SIDE pK�I 2 C� THIS PERMIT 15 ISSUED SE�TOTHE AND ORONNANCES,AND IT 1S 14EREB AGREED THATTHE REGULAlnOmS AND ALL APPLICABLE Pian Chock WOIIK WILL BE DONE IN ACCOROANCE WITH THE PLANS AND SPECIFICATIONS AND O CO _1 h �. !� WfTH ALL APPLN:ABLE CODES AND ORDINANCES.THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE F4.Ck-F" / 3. `TU REXTR MIVVE SEPARATE PERjkql MIT RE UIR�`ED FOR SEWER.AND$us CONTRACTORS L PLUMBING ANDTO AHEATINVE ROENT CITY BUSINESS State Tax SSUL -- SOC- __ ._ __---•-.-__. Total — APPLICANT OR AGENT —- ---- POG - -- r•rlciNt Prep-d. G ADDRE:55 r"�„l - - Recelpl No Bal.Due Issued Ely---- -.._J�PD'oved By - -^ JC -- $ 1 C - RECEIPT C - DATE PD. " AMOUNT PD,- -L"�___- WER CON ECTI N S WER INSPECT UN S WER SURCH GE S L't �.'<' �'" 1 /.rk-T -� ✓ ( �•�f, , qtr.�--- � �`-- ��_ -- _._____ _ _._. _.._. . WASHINGTON COUNTY FIRE DISTRICT NO. 1 20665 S.W. Blanton St. • Aloha, Oregon 97007 • 5031649.8577 August 5, 1987 Ms. Marilyn Bishop Pacific Frontier Wovd Markets 9500 S.W. Barber Boulevard, Suite 300 Portland, OR 97219 Dear Marlin, RE: BUrnhaur. Business Park, Bldg. A, H, C 8900 S.W. Burnham I A fire and life safety plan review was conducted on the above— captioned project for compliance with the 1985 editions of the Uniform Rui'-ding Code (UBC), Uniform Mechanical Code (UMC), and the Unifor-M Fire Code (UFC) as amended by Wanhington County Fire District's Ordinance 86-1. The plans are not. approve(. Revised plans shall be submitted to this office addressing the following items for approval. 1. Fire Flow: Buildird C exceeds 3,000 gallons per minute fire flow on both sides -r' tf.e fire wall . Either install additional 2-hour fire resisti . a w311 dividing the areas down even further than what they are already or install automatic sprinkler pro- tecticn throughout the building. (TRFPD Ordinance 86-5 h OFC 10.301 (c)) Fire Hydrant Location: (Buildings A and c') For, non-sprinklered buildings- , fire h`y`drants shall ba located within 250 feet of all. portions of the building as driven by emergency apparatus. If buildings are provided with automatic sprinkler protection, this distance may be extended to 500 feet. However, fire hydrant shall be provided within 70 feet of a fire department connection for, the automatic sprinkler system. 3. Emergency Access to Buildsngs: Access roadways of not. less than 20 feet of clear width shall extend to within 150 feet of all por- tions of the first floor of buildings. Where these roadways exceed 150 feet in dead end length, a standard turn-around shall be Pro- vided. This can consist of a cul-ae--.3;� with an outside radius of not less than 45 feet, or a hammerhead with the head extending out not less than 60 feet from the center line of the 20-foot wine clear driveway, or other configurations ar, approved by the fir- depart rnent,. (11110 Sec. 10.20 ) Ms. Marilyn Bishop August 5, 1987 Page 2 4. Two-Hour Area Separation Wall: Bldg. C. Area separation wall shall extend from the foundation through the roof with a parapet of not, less than 30 inches of height above the roof. Parapet shall be of the same fire resistiveness as the wall. Alternate design may be used as specified in Uniform Building Code Section 505(e)3. 5. Occupancy and Use: These buildings were plan reviewed as a type V-N structure housing Group B Division 2 occupancies. If, like the previous buildings on this site, those buildings are to be used for other than storage purposes, additional requirement's will be asked for during the alteration of occupancies. This may consist of providing additional fire resistive construction, ad- dition of automatic sprinkler protection in the case of hazardous operations such as wood workers, flammable liquids storage and/or use, hazardous chemical storage or use. Consideration should be taken at this time to contemplate the use of the:3e buildings and in the case n where plans are made to use the buildings for more than Uniform Building Code B-2 classifications, bu: .ldings should be built to reflect this potential. use. 6. Exterior Wall Protection: Bldgs. A and B. Where building wall housing B-2 occupancies are closer than 20 feet to prop- erty lines or assumed property lines', the exterior walls shall be not less than 1-hour fi -e resistive construction. (UBC Table 5A) If I can be of any further assistance to you, please feel free to call me at. 6119-8577. Sincerely, TUALATIN FIRE D `ifRICT Gene Birchill Building Official ssw CC: Tigard Buiiding Department, Inspector Ray cr1YOF'TI ARD No. 23889 13125 S.W. H4LL BLVD. P.O. BOX 23397 Date �, . /..� TIGARD, OR 97223 �-.� r Name Address �— Lot Block/Map Subdivision/Address Permit N's [Bldg- Plumb Cash Check Sewer Other Other Regi. aye Acct. No. Description Amount 10-432 Building Permit Fees 10.431.600 Plumbing Permit Fees 10 431 801 Mechanical Permit Fees 10-230.501_ State Bldg. Tax 10.433 Plans Check Fee 30.443 Sewer Connection 30-444 Sewer Inspection _ 51-448 Street %st. Dev. Charge - 52 449-610_ Parks I Syst. Dev. Charge 52.449.620 Parks II Syst. Dev. Charge 31 450 _ Storm Drainage Syst. Dev. Charge 10.430_ Business Tax 10434 _ Alarm Permit - - -� 10.455• Fines - Traffic/Mlad/Park Ing _ 10.230- CPTA Traffic/Misd/Vic. Asst. 10.456 Indigent Defense --- --+ 30.122401 Sewer Service/USA- 30122.402 Sewer Service/City 30% �Y I 30-123 _ Sewer Sevlce/City Maint_ �- 30.125 � Unmatched -- - 31-124 -^-- oto►m Drainage — - 40.47 - Bancroft Prin. Pyrnt. 404 Bancroft Int. Pymt. i ,'-�-_•'_=�- T X51.:--C�---- --------- ,, '; ' I TOTAL i DEPT. \.- P' i i i i GEOTECHNICAL INVESTIGATION BURNHAM BUSINESS AND STORAGE EXTENSION 8900 S.W. BURNHAM STREET TIGARD, OREGON l 1 1 Northwest Geotechnical Consultants, Inc. t I I GEOTECHNICAL INVESTIGATION I BURNHAM BUSINESS AND STORAGE EXTENSION 8900 S.W. BURNHAM STREET TIGARD, OREGON I I PREPARED FOR : THE ROBERT RANDALL COMPANY KRISTIN SQUARE 9500 S .W . BARBUR BOULEVARD SUITE 300 POR'T'LAND , OREGON 97219 /��r•• A a �� M! /fid/Z' PROJECT NO. 216 . 1 . 1 .JUNE 3, 1987 Northwest Geotechnical Consultants, Inc. NORTHWEST GEOTEC!4NICAL CONSULTANTS, INC. 741 S.W. Lincoln Street Portland, Oregon 97201 (503)224-4413 June 3 , 1987 Project No . 216 . 1 . i The Robert Randall Compsny Kristin Square 9500 S.W. Barber Blvd . Suite 300 Portland , Oregon 97219 s Attention : Marilyn R. Bishop 9 Subject : Geotechnical Investigation Burnham Business and Storage Extension 8900 S .W. Burnham Street Tigard , Oregon Dear Mrs . Bishop : Submitted herewith is the report of our geotechnical investi- gation which was recently accomplished at the subject site. The Investigation consisted of a site reconnaissance , subsurface (backhoe) exploration , laboratory testing , engineering analysis , and the preparation of this report . rhe purpose of the investi- gation was to characterize subsurface soil conditions and to develop specific recommendations for design and construction of building foundations and pavement sections for parking and access drives . PRO_.H.'rr DESCRIPTION The project will consist of the addition of three single-story buildings in the westerly portion of the existing Burnham Business and Storage facility located at 8900 S .W. Burnham Street . The buildings will accommodate office and storage space and will be of wood-frame construction with slab-on-grade concrete floors. Associated improvements will include paved parking and access drives . A layout of the proposed expansion Is shown on the Site Plan , Figure 1 . Present plans indicate finish floor elevations will be established at an elevation of about 148 feet . This will require up to 4 or 5 feet of fill to form a level pad for construction of the northerly access drive and building . The southerly two buildings and adjacent access drives will , how- ever , be substantially located in cut ( native soil) materials. 4 Burnham Business and Storage Extension Project No. 216. 1 . 1 Tigard , Oregon Page 2 SITE DESCRIPTION The proposed building site is locsted in the westerly approxi- mate 1 . 5 acres of the existing Burnham Business and Storage facility located in Tigard , Oregon . The property slopes gently to the west from a high elevation of about 150 feet near the paved access drive at the rear of the existing facility and then slopes moderately down to a low elevation of about 143 feet in l the flood plain of the existing Fanno Creek which borders the site to the west . It is our understanding that the 100 year flood f.or the area has been established at 147 feet and that finish floor elevations for the buildings are planned to be elevated one or two feet above projected flood levels. The property is vacant of structures and is covered with a m-derate to heavy g~owth of grass , weeds , and blackberry bushes . The southeasterly portion of the site (adjacent to the existing parking lot ) has been surfaced with about four inches of 2 to 3-inch crushed aggregate. A number of stockpile mounds are located in the west-central portion of the property and consist of mixtures of soil , aggregate , and construction debris such as concrete and asphaltic concrete fragments . Some wood debris was also observed at the surface of the stockpiles . In addition to the stockpiled materials , surfi.cial fill has been placed over much of the site. The fill ranges from 0. 5 to 1 . 5 feet in thickness and is believed to consist of soils generated from past construction in the area . Based on the subsurface exploration , it is evident that stripping of vegetation was accomplished prior to placement of the fill . 1-n existing sewer line is known to traverse the si.te from east to west . Pipe backfill materials surrounding this line were encountered ) n Test Pit TP-6 at a depth of 6 feet near the pavement edge of the westerly access drive . SUBSURFACE. INVESTIGATION AND LABORATORY TESTING The subsurface investigation consisted of excavating and sampling nine backhoe test pits ranging from 8 to 12 feet in depth . The subsurface investigation was supervised by an engineer from our office who logged each test pit and obtained bulk samples of the materials encountered . The soils were visually classified in the field according to the Unified Soil Classification System. Representative samples of the subsurface soils were returned to the laboratory for further examination and testing . Detailed logs of the test pits are presented In Appendix A. NoilhweV Geotechnical Consultants, Inc. Burnham Business and Storage Extension Project No . 1i6 . 1 . 1 Tigard , Oregon Page 3 Laboratory testing was performed on representative Famples of the subsurface soils and consisted of moisture content , grada-• tin , and R-value tests. Moisture content determinations are shown on the test pit logs in Appendix A and results of the Igradation and R-value tests are presented in Appendix B. SUBSURFACE CONDITIONS As discussed previously , much of the site is underlain by surfi-• cia.l fill up to 1 . 5 feet in depth . This material consists primarily of moderately compacted , slightly gravelly , sandy , clayey silt and contains occasional organics and numerous sinall roots. Underlying the fill (and exposed at the ground surface in some areas of the site) we encountered native soils composed generally of stiff to medium dense, clayey , silty sand to j clayey , sandy silt to the maximum death explored of 10. 5 feet „ Native soils at the site are considered to possess excellent: strength and compressibility characteristics. Groundwater was encountered in Test Pits TP-3 and TP-5 at depths of 9. 5 and 10. 5 feet , respectively . At present depths , ground- water is not expected to be a major factor during construction except perhaps where deep excavations are required . However , the groundwater level is considered likely rise to or at near the ground surface during prolonged rainfall or flooding ofthe adjacent Fanno Creek. Sloughing of test pit walls was also encountered in the bottom of TP-5 (9. 5 feet to 10 feet ) . R CONCLUSIONS AND RECOMMENDATIONS u From a geotechnicat engineering standpoint it is our opinion that the site is suitable for the proposed development provided the recommendations presented in this report are incorporated Into the design and construction of the project . Recommendn- tions for building foundation design , pavement sections and other elements of site development are presented in the follow- ing sections of this report . SITE EARTHWORK I1 . ClerI► in and T-Dpsoi .l Fill Stripping Prior to gro-tding , the site should be cleared of surface and buried obstructions. Voids resulting from buried obstruc- tions which extend below finish site grades should be I Northwest Geotechnical Consultants, Inc. I Burnham Business and Storage Extension Project No. 216. 1 . 1 Tigard , Oregon Page 4 backfilled with compacted fill . Existing vegetation , top- soil , and fill should be stripped and removed from struc- tural areas . Topsoil , fill and vegetation stripping on the order of. 12 to 18 inches in depth is anticipated for the majority of the si.Le . I2. Processing of Surface Soils_ Tn general , all areas to receive fill or structural improve- ments should be inspected and approved by the soils engineer . Prior to placing fill. , native soils should be scarified to a minimum depth of 6 inches, moistened or dried as necessary to near optimum moisture conditions, cnd compacted to the requirements of structural fill . However , excavations which expose firm, undisturbed native soil may I be approved for bearing material at the discretion of the soils engineer . 3. Materiels for Fill The on-site soils are considered to be generally suitable for use as fill provided they are free from organic fmaterials , debris , or rock fragments in excess of. 12 inches in dimension . Representative samples of the materials to be used for f-L.11 should be tested in the laboratory by the soils engineer in order to determine the maximum density and opLimum moi.stLre ( content . 1! 4 . Compacted Fill All fill materials placed within structural areas should be while at or near the optimum moisture content to a compacted i p density that is not less thar 90 percent of the maximum dry density determined in accordance with ASTM Test Designation 1557-78 . Unless otherwise specified the fi.11 materials should be placed in layers that , when compacted , do not exceed 8 inches . 5. Protection of Exposed Ground Excavation and construction operations may expose the on-site soils to inclement weather conditions. Exposed soils mny rapidly deteriorate due to precipitation and the action of heavy construction equipment . Accnrdi.ng.ly , walls and floors of excavations should be adequately protected from the elements and from the action of repetitive construction loading . Northwest Geotechnical Consultants, Inc. Burnham Business and Storage Extension Project No . 216. 1 . 1 Tigard , Oregon Page 5 BUILDING FOUNDATIONS The proposed buildings may be supported on continuous and/or individual spread foundations bearing in competent native soils or structural fill at a minimum depth of 18 inches below p existing site grades . Footings may be designed for an allowable dead plus live load bearing value of 2 ,000 pounds per square foot with an increase of one-third for short-term wind or seismic loads. An increased bearing capacity of 2 , 500 pounds per square foot may be used for footings which extend to a minimum of 24 inches below existing site grades . Footings should be appropriately reinforced in accordance with structural considerations. Total and d' " `erential settlements should be well within tolerable limits provided the foundations are designed and constructed in accordance with the above recommendations . A passive lateral. resistance of 300 pounds per square foot per foot of embedment depth and a friction factor of 0.3 may be assumed for foundation design . Where unusual loading patterns result in large differential j loads , combined footings, eccentrically loaded footings , or I other special foundation requir%ments, this office should be consulted . FLOOR SLABS Floor slabs should be underlain by a minimum of 6 inrhnq of free-draining crushed rock or clean sand . Slabs should also be underlain by a 6-mil visqueen membrane covered with a protective layer of clean sand . Slab thickness and reinforcing should be determined in accordance with structural considerations. RETAINING WALLS Retaining walls should be designed to withstand lateral. earth pressures and any adjacent surcharge loadings. Walls free to deflect and retaining level backfill. composed of on-site soils may be designed for an equivalent fluid active pressure of 45 pounds per cubic foot . Restrained walls should be designed for an additional uniform pressure of 8 X H pounds pe, square foot where 11 is the height of the wall In feet . Additional surcharge pressures from adjacent loadings or sloping backfill should be added to these values . Northwest Geotechnical Consultants, Inc. Burnham Business and Storage Extension Project No . 216. 1 . 1 Tigard , Oregon Page 6 Walls should be appropriately drained to prevent buildup of hydrostatic pressures. Below grade walls should be fully waterproofed where necessary . Wall fo,,ndations should be designed in accordance with the previous recommendations for building foundations. UTILITIES AND TRENCHES Trench bsckfill within structural areas should be compacted in uniform lifts by mechanical ineans to at least 90 percent relative compaction . The use of shoring in trenches in excess of five feet in depth is required by Oregon State Employment Act regulations . SITE DRAINAGE Surface water should be diverted from building foundations by grading the ground surface a minimum of 2 percent away from walls and carrying the runoff from roofs away from the building to a suitable gravity outlet . We also suggest installing a perimeter footing drain system around the proposed structure to dispose of any water which may tend to collect adjacent to building foundations. A four-inch diameter perforated PLIC pipe with invert elevation below bottom of footing and embedded in clean , free draining grovel with a positive outfall would be a suitable system. PAVEMENT DESIGN The pavement thickness design was determine) by evaluating soil. subgrade support characteristics relative tJ anticipated traffic conditions. Two R-value tests -sere performed on representative samples of the subgrade soils and test results of 48 and 57 were obtained at an exudation pressure of 300 psi . Using an average of the R-value results and assuming a maximum of 20 trucks per Iday , the following pavement thickness section is recommended : • 2. 5 inches of Asphaltic Concrete over 6.0 inches of crushed aggregate base 1 Northwest 090technlcal Consultants, Inc. Burnham Business and Storage Extension Project No. 216. 1 . 1 Tigard , Oregon Page 7 Subgrade preparation , compaction , and filling beneath paved areas should conform to the recommendations presented in the Site Earthwork section of this report . Aggregate base materials should be compacted to a minimum of 95 percent of the modified proctor . Asphaltic concrete should be compacted to at least 9D percent of the theoretical maximum density in accordance with ASTM D 2041 (Rice Gravity) . It is also recommended that the edge 3f the existing pavement be saw cut and any failed areas neir the cut should also be repaired prior to construction of adjoining pavements . ADDITIONAL SERVICES t 1 . Design Review This geotechnical report pertains to a specific site and development . It is not applicable to adjacent sites nor is it valid for types of development other than that to which It refers . Any variation from the site, or development , necessitates a geot-chnical review in order to determine the validity of the design concepts evolved herein. Additionally , a geotechnical review of final plans and specifications is recommended to determine whether our recommendations have been properly interpreted and Implemented in the design and construction documents. 2. Construction Monitorintt Because of the ,judgemental character of the art of soil and I foundation engineering as well as the potential of adverse circumstance: arising from construction activity , observa- tions during site preparation , excavation and construction should be carried out by the soils engineer. These observations may then serve as a basis for confirmation and/or alteration of geotechnical recommendations or design guidelines presented herein to the benefit of the project . Moreover , field engineering observations become increasingly important should grading proceed during adverse weather �U^!:i tions. The services outlined in this section will be over a v ` and above the scope of services included in this report . At such time as I construction scheduling and design information is finalized , we would be pleased to submit an anticipated scope of work together I with an estimate of costs for construction monitoring services. f hnicel Consultants Inc. Northwest C3eotec , Burnham Business ane Storage Extension Project No. 216. 1 . 1 Tigard , Oregon Page 8 I This opportunity to be of service to you is sincerely appre- ciated . If you have any questions concerning our findings or recommendations , please call . Respectfully submitted , NORTHWEST GEOTECHNICAL CONSULTANTS, INC. Thomas S . Ginsb.jr.h , P .E. Principal '`v ptN�� mal �f I r ORS 1 S S. G I Northwest Geotechnical Consultants, Inc. I I . N O � n F is 1 I a Z� a 1-2 I• .�10 err ��, LL 0 All I- • J�r.M1Y� I O d IL a y r � IL it ..Wo.4 r 1 IJ 7 I, n I 1 . 1. _ 1 E � � � � Y Q a r �� `' Z ui � .` _ Q W � z a � .� � m u y Q �� _ �� z � � � m' I r r`ry r � j BACKHOE COMPANY: D&D ropertV BUCKETSIZE: 2 feet DATE: 5/21/87 cc Z y I W W m� W ca Z;i SOIL DESCRIPTION OLL WI- OW Z— Jy ° ° v° o? TEST PIT NG, TP-1 ELEVATION 0 GP FILL 4.0 inches of 2 to 3-inch crushes; aggregate surfacing ML NATIVE GROUND Medium brown, very moist, stiff, clayey, sandy SILT 5 SM Brown, very moist to wet, stiff to medium dense, ML claYey, silty SAND to clayey, sandy SILT 10 —1 Total Depth: 10.0 feet No groundwater or seepage encountered 15 TEST PIT NO. TF-2 ELEVATION 0 M1, FILL Medium brown, moist, moderately compacted, slightly gravelly, sandy, clavey SILT ML NATIVE GROUND Medium brown, very moist to wet, stiff, clayey, sandy SILT 5 SM Gray-brown, wet, stiff to medium dense, clavey, ML silty SAND to clayey, sandy SILT 10 Total Depth: 10.0 feet No groundwater or seepage encountered 1S LOU OP TEST PITS PHUJECTNO. 16. 1 • 1 BURNHAM BUSINESS AND STORAGE. FIGURE NO. A-1 NORTHWEST GEOTECHNICAL CONSULTANTS,INC. MW JL BACK HOECOMPANI': ` &D Property BUCKETsiu: 2 feet DATE: 5/21/87 W > Y Q� "' ~� �W U� SOIL DESCRIPTION WW m� ZW a'Li inZ P VV OWv 00 JN 0 0 U o? TEST PIT NO. TP-3 ELEVATION .X_ _ SM NATIVE GROUND Light gray-brown, wet, organic, x loose, silty, fine SAND with numerous small roots ML Medium brown, orange, mottled, very moist, stiff, clayey, sandy SILT SM Gray-brown, wet, stiff to medium dense, slightly ML clayey, silty, fine SAND to sande SILT 5 P,ecomes wet to saturated at 8.0 feet X 10 - Tot< l Depth: 10.0 feet Groundwater encountered at 9.5 feet Hole sloughing at bottom 15 TEST PIT NO. TP-4 ELEVATION 0 MI, FILL Brown, very moist, organic, moderately K compacted, ginve.11y, sandy, clayey SILT with numerous small. roots .l x SM NATIVE GROUND Brown, orange mottled, vary moist , ML stiff to medium dense, clayey silty SAND to clayey, sandy SILT 5 '" Becomes stiff to very stiff at 5.0 feet x 'Total Depth: 8.0 feet No groundwater or seepage encountered 10 15 LOO OP TEST PITS PROJECT NO. 16. 1 . 1 BURNHAM BUSINESS AND STORAGE, FIGURE NO. A-2 NORTHWEST GEOTECHNICAL CONSULTANTS,INC. BACKHOE COMPANY rODert SUCKETSILE: 2 fept DATE: 5/21/87 W > Wcr a W W 42 wW qy �►W-x � SOIL DESCRIPTION O LL W N °W" O° J N 0 a U TEST PIT N0, TP-5 ELEVATION X 19.5 ML FILL Brown, wet, organic, moderately compacted, clayey, sandy SILT SI.1 NATIVE GROUND Brovo, very moist, stiff to medium ML dense, clayey, silty SAND to clayey, sandy SILT 5 x Becomes pray-brown, wet to saturated at 8.0 feet 10 t C-7 �L 'Total Depth: 10.5 feet Very slight water seepage at 10.5 feet 15 0 TEST PIT NO. TP-6 ELEVATION SM NATIVE GROUND Medium brown, very moist, stiff to X 15.0 MI, medium dense, clayey, silty SAND to clayey, sandy SILT 5 X Encountered sewer line bedding aggregate at 6.0 feet consisting of silty, sandy, crushed gravel Total Death: 7.0 feet No groundwater or seepage encountered 10 15 LOG OP TEST PITS PROJECT NO. 216. 1 . 1 13URNIIAM BUSINESS AND STORAGE FIGURE NO. A--3 NORTHWEST GEOTECHNICAL.CONSULTANTS,INC. OACKHOECOMP)jANY: D&D -oder LV SUCKETSIZE: 2 feet DATE: 5/21/87 LU = H J F F M Z yNut aLL WF C,z IZ Uy SOIL DESCRIPTION y G o v o? TEST PIT NO. TP-7 ELEVATION -o — _ ML FILL Brown, wet, organic, moderately compacted, clayey, sandy SILT ML NATIVE GROUND Dark gray, wet, organic, stiff Clayey, sandy SILT with numerous small roots (Old Topsoil Zone) SM Medium brown, orange mottled, wet, stiff to medium 5 ML dense, clayey,y y, silty SAND to clayey, sandy SILT Total Death: 8.5 feet 10 - No groundwater or seepage encountered 15 — TEST PIT NO. TP-8 ELEVATION 0 .P FILL, 4.0 inches of 2 to 3 inche crushed aggregate K surfacing PIL FILL Brown, wet, organic, moderately compacted, gravelly, clavey, sandy SILT NATIVE GROUND Medium brown, orange mottled, very 5 moist, stiff to medium dense, clayey, silty SAND to clayey, sandy SILT Total Depth: 7.0 feet No groundwater or seepage encountered 10 15 _ t LOA OP TOOT PITS N PROJECT N� 21 h. l . 1 BURNHAM BUSINESS AND ST01;GE 7FIGURE NO. A-4 r NORTHWEST GEOTECHNICAL CONSULTANTS,INC. BACKHOE COMPANY: D&D rooe r ty RUCKETSIZE: 2 feet DATE: 5/21/87 W F- IL a6 z� Q 0 .: �W K Uv SOIL DESCRIPTION Oa1� WF W A OO'-' Jy o o 2 u -? TEST PIT NO. TP-9 ELEVATION 0 ML FILL Brown, wet, organic, modetstely compacted, gravelly, clayey, sandy SILT with occasional concrete fragments SM NATIVE GROUND Brown, orange mottled, wet, stiff to ML medium dense, clayey, silty SAND to clayey, sandy SILT 5 10 Total Depth: 10.5 feet No groundwater or seepage encountered 15 TEST PIT NO. ELEVATION 0 5 10 15 — LOO OF TEST PITS PROJECT NO. 'I(�. 1 . 1 BURNT Mi BUSINESS AND STORAGE INQUIRE NO. A-5 NORTHWEST OEOTEChMICAL CONSULTANTS,INC. 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' ■■■■■■■■1■■MMMO ■m■ m■ mm■I �r■■■r■r■■■ ��I•//■ . r ■■�■■ ' ■ �■■.�■�.�. ■r>•1■r■t/Irk ■■.� li�l■■1■� 101100011 •■1»■■omsOr■11IN mm�■1�=/�■•■.'_'=iiSol 0■iii�i� =r1. ll lemomm� no ■..■.. ■■■■.■■■/ ■■■n■■n■/.■�n■■n.�■n■■■ Is .0 /•1/■■w w� ® FIELD ® • • LOCATIONSAMPLE • • GRAOATION TEST RESULTS STORAGE210. 1 . 1 BURNHAM BUSINESS ANT) .. • • • 1 ~ � � �� .. �. 0 �MISSION ■ ►1..rrr.■■■rir■.r1maommew■■on 1/1/■■.■■ .. moo= isionscm mom= MOO= gloom ' .■ ■■.■■.m. ■�■r��%..��■■irrl w■ /■■ m ■■ ■■.�■ ■r■1■�■■■Irtr�wl�■i■. .rr•�■rl///�■�� .■ri■■'��=.= •■■■.m� loomso momm�m� ■ on am 1 ■■on on a NINON �r■■■i1/11■■i=ll r■■ 1111 mom umm In ME son ."=■'C■■■.■/■■■'I�i■3.■■Ti��■■Z'�=.■■r1.IBM■.'m/r ..�■■w �■11.w1r■Iw=■■1■�■■w1■■.wJ■■■■�■r/�w■/■1.//■■.��r •■ now .w■wl■w■w i�■1 ■■■■ ■■ .ill///■■■I�r me mom ■. ■■�■r...C■�.��■r�.■■■r1111.■.��■ no an �. ■wiw■iw��.lwr/i■1�■■ mmw 1///■■.■■r ' %�—■■wN�.w■■lwl■■■wwwl��■1 ■■ MMEN■.■■w�1///■■mmw fir■■■■■■m■ .■ .■■...=i■■■■R�■■■�■r■■■=■1r1r.■.>• . ■ ■..m.�.�. ■■w1=iw1■I■w■��■■ ■1� 1.11■■■1�� ■��■■.r..m�r.■�■miirr=�.■■ rr■rr��rir■■rr■rr■ .■ ■■1111 ■ ■sIM ■rii.r �.■...■■r .1r■■.�/�■ ■■ ■■■I�■ ■ t ii..��1■■■.=�1.11■■.m� ii� ■�i■r�_a m t ■iir �■-iso 5 IN am am ��_■1�iimmiiii�wa— IN mom ��ftliamm NINE I . ■i■■■.■■1■ ■r.■ ■r■■■r�i1■■�maga 0 m� mm ■■.\ki■ logo mom�■w� .■ ■ ■NON= n Ir ■■■ MIN IN/■■..� � ii � l/1r■■.�r ■ IN III %r 11 ■�■ m■ mi. = ■■■ Z .l///■■= r� NINON! ' ■■■■■■r■iww■ i � moms=� ■ ■.rr\►�wli1l/Iri■■�■■wria ■■. Mass�■ NINON= ■■ r■ . .r ■ ■r _ im .wr■■. . . mmom■ lmiii r■�i ■. ■■■r■■ ■moo omii. r1r�■.rlr , ' t■�■■■I�.i 1.■i.■moi rrrrll■■■■1• 1•:/1r Is ■■�■ ■■■■■■ ■■ri■■■ =r�■■riri■■■■r■�i =��/■■.iir ■■■= r. �■�■ N ■■■r�rrr.l11 momrlrr■ .■ ■■■= ■■■I ■ ■ i t• ■■■i rl /r■■�� , moo= Is on •.■■■ ■■■■..m�■ Novl � .�ir�rrl■�■■■ r�rr�1I/r111 No now ■■ Igloo NINON ■■■moms 1/1r■■.w■l m�m r■r� ■ ■ off GRAVEL SAND SILT and CLAY FIELD %PASSING %PASSING • • LOCATIONSAMPLE • i GRAOATION TEST RESULTS PROJECTBURNHAM BUSINESS AND STORAGE FIGURENo. B-2 ■ r RESULTS OF R (RESISTANCE) VALUE TESTS SAMPLE LOCATION: TP-5 SAMPLE. DEPTH: 0.5 - 1 .5 feet SPECIMEN A $ C Exudation Prrssure (psi) 228 323 430 Expansion Dial (0.0001.") 17 28 40 I Expansion Pressure (psf) 74 121 173 Moisture Content (%) 16.5 15.8 15.2 Dry Density (pcf) 110.6 111.7 112.6 Resistance Value, "R" 52 60 67 R-Value at 300 psi Exudation Pressure - 5_Z I SAMPLE LOCATION: TP-6 SAMPLE. DEPTH: 1.5 - 2.0 feet SPECIMEN A B C Exudation Pressure (psi) 231 334 442 IExpansion Dial (0.0001") 10 18 29 Expansion Pressure (psf) 43 78 126 Moisture Content (%) 17.1 16.5 15.8 Dry Density (pcf) 109.5 110.4 111 .4 Resistance Value, "R" 41 51 61 IR-Value at 300 psi Exudation Pressure - [� Figure No. B-3 BUILDING PERMIT APPLICATION TIGARD DATE_.....-?'i'y 6 535? THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR'rHE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE 620-0362 — OWNER flikTech Graphics JOB ADDRESS 6900 SW Burnham St. LOT No., ___ �%�RH-jITECT BUILDER Robert i41�»$ IEER _ A ADDRESS F 17 _ DESIGNER_ STRUCTURE ❑ NEW COCREMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE_ ❑ DEMOLITION ❑ RESIDENCE ® COMM ❑ EDUCATIONAL ❑ GOV'T U RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY B LAND USE ZONE CM BLDG.TYPE 5N —FIRE ZONE._–____PLAN CHECK BY " _ HEAT---- Construct EAT____Construct Tenant codification per approved Plan-& Code Requiremats. SEWER PERMIT# None OCC.LOAD _FLOOR LOAD _ HEIGHT NO.STORIES AREA 96 N0.BEDROOMS VALUE 1 rU• BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit 15900 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Chack — WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 15.U0 RESTRICTIVE COVENANTS. CONTRACTOR ,AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tex .60 LICENSE.SEPARATE PERMITS REOUIRED FOR SEWER,PLUMBING AND HEATING. SDC Total 15.60 BY �� PDC# APPL CANT OR AGENT L1. � Receipt No. ,r►A,/ , Approved L:11r'_ ADDRESS PHONE BUILDING PERMIT APPLICATION TIGARD DATE.__---LLL'2_"he r__ 19' '' 5026 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED 13UILDER PHONE lS-1 131 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING P'.ANS AND SPECIFICATIONS. OWNER PHONE _ OWNERLOT NO..�_ ,.._...�_-•��ta�t. __ JOB ADDRESS 9U(� Si~ Burnham _ W---- ArlCHrrECT BUILDER ADDRESS ' r ENGINEER --• ---�.111U �I 1�arbtri__ DESIGNER -- ----- --- STRUCTURE L NEW 1.1 REMODEL ❑ ADDITION ❑ REPAIR RENEW _ ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE 1-1 COMM ❑ EDUCATIONAL ❑ OOV'T ❑ RELIGIOUS El TIO ❑ CA PORT ❑ G RAGE ❑ STORAGE ❑ SLAB❑ FENCE — -- _ — - OCCUPANCY LAND USE ZON _ BLDG.TYPEIREZONE PLAN C ECK BY— _HEAT rill Pqrmitg r — 2N Cu rd of 11. SEWER PERMIT OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE -- - - - -- BUILDING DEPARTMENT T BACKS FRONT REAR LEFT SIDE RIGHT SIDE — -- -_— - —,_ -_— Parmit L 1. 1.i _— _ THI PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING REGULATIONS AWD ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE XDES AND THE ISSUANCEDOES NOT Subtotal 2 I.1$ 1 RESTRICTIVE COVENANTS. CONTRACTORIAND SUB CONTRACTORS TOO HAVE CU RTHISIENT CITY BUS NEISS Stale Tax •"g 1 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. SDC— Totel 22•UCJ .—� 1 N `I2 k I �.�. .!� !�11' rJA) By CZ . .,� {PDCM APPLICAN r OR AGENT J - - }ri I Receipt No. Approved — ----- ---- ADDRESS PHONE 81 � INSPECTION NOTICE City of Tigard Building Department 12420 S.W.Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection — ,� Date Requested— / Time l) A.M. —P.M• Address - � L/"iG� i��✓ Permit # Owner____ _ _— Lot # Builder —The following Building Code deficiencies are required tr, be correr:ted: i - Presented to! — — _ Approved > j_.� Disapproved Inspector Datr CALL FOR REINSPECTION ED YEs dNO ._w July 18, 1984 Bob Cruz Division Engineer C1TM��A� Unified Sewerage Agency 150 N. First Avenue WASHINGTON COUNTY,OREGON Hillsboro, OR 97123 Dear Bob: I have been asked by the Robert Randall Co. to review your denial of their request for a connection to the Fanno Creek Interceptor without paying the Facilities Development Fee. While I agree with your strict interpretation of the Section 1.02.11 of Resolution and Order 84-30, it seems to me that the intent of this section is to cause developing property, not already connected to the system, and not having contributed to the direct cost of the system, to participate in the cost of the system; "a late comer fee" or "a charge In lieu of assessments." This property, under its present usoe has paid the sewer connection charge under Section 1.02.4(b), an indirect connection to the system. This property also has contributed to the construction of the original facilities of the Tigard Sewer District, a system accepted in to U.S.A. system andas such, should be considered to have contributed to and paid its fair share of the Facilities Development Fees as intended in Section 1.02.11. Once a property is connected to the system, and has paid all necessary fees and charges, it should not be subject to additional development fees because it's owner wishes to change the location of the connection, other than actual cost of the change, or unless such change is detrimental to the system, in which case, it shouldn't be allowed. Bob, I think this property has a vested interest under its present use, and because of its vested interest in the Tigard Sewer District system which was a part of the original formation of U.S.A. I think this interpretation is inconsistent with the intent of Resolution and Order Nos. 70•-12 and 71-9. Your reconsideration of the request of the Robert Randall Co. would be appreciated. Sincerely, Frank A. Currie, P.E. Public Works Director (1797A/br) cc: Robert Randall Co. ct: Ed Walden, City of Tigard I 12755S-WASH P.O.BOX 23397 TIGARD,OREGON 97223 PH:639-4171 I�ECEIVEp CITY OF TIGARU Unified Sewerage Agency W Washington County 150 N. First Avenue Hillsboro, Oregon 97123 503 648-8621 July 9, 1984 Robert J. Domzalski The Robert Randall Company 9500 SW Barbur Boulevard Suite 300 Portland, Oregon 97219 Dear Mr. Domzalski The Agency has Just received your July 5, 1984 letter to Jeanne Hedrick requesting permission to connect to the Agency's Fanno Creek Interceptor without any further development costs. Thank you for enclosing a copy of the 1974 sewer permit showing your paid connection charges. I am enclosing for your information and review both Agency Ordinance Num- ber 9 and Resolution and Order Number 84-30. Section 1.02.11 of Resolution and Order Number 84-30, defines Facilities Development Fee, which is the cost that you would like to eliminate. As you can see by this definition, the Facilities Development Fee is a completely separate cost from the connection charges. Your request, therefore, 'is denied. The Facilities Development Fee ($4,000) does, however, include the $825.00 Line Tap Fee and may be paid by installments in the same manner as property owner within local improvement districts. Should you have any further questions, please don't hesitate to contact me. Sincereay, , Robert C. Cruz' Division Engineer RC:th Enclosures nanuan Jcompany Kristin Square•95W S.W. Barbur Blvd. • Suite 300• Portland,Oregon 97219• (503)245-1131 Telex 0360557 July 5, 1984 Unified Sewerage Agency 150 North 1st Hillsboro, Oregon 97123 Attn: Jean Hendrick RE: Burnham Business & Storage Park Sewer System Dear Jean: As per our conversation on July 3, 1984, The Robert. Randall Company would like to eliminate the existing sewer pump system and change to a gravity flow. Enclosed is a copy of our sewer connection costs from June of 1974 which was contributed to the development of the Burnham Rd. sewerline. We would like U.S.A. ' s approval to tie into the Fanno Creek Interceptor line without any further development costs. We are aware of the $825. 00 manhole tapping charge and would like to schedule that as soon as possible. Your immediate response will be greatly appreciated. Sincerely, Robert J. Domzalski The Robert Randall Company RJD:jlb enclosures BUILDING PERMIT APPLICATION TIGARD DATE_ +rte__ 4718 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED BUILDER PHONE 63y_25t27 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE __- OWNER L.Ilr 1f42tertup JOB ADDRESS 000 SW Btlrnhom lo-+' LOT NO. ARCHITECT BUILDERENGINEER ADDRESS DESIGNER STRUCTURE ❑ NEW5i REMODEL ❑ ADDIT1014 ❑ REPAIR ❑ RENEWAL ❑ FIr.E DAMAGE L DEMOLITION 11 RESIDENCE (COMM ❑ EDUCATIONAL n GOVT ❑ RELIGIOUS ❑ PATIO_ ❑ CARPORT Ll GARAGE _J STORAGE ❑ SLAB FENCE_ OCCUPANCY __LANDUSEZONE C-:) BLDG_TYPE yil FIRE ZONE— PLAN CHECK BY _ LL HEAT_ Teu*ct.[ Louditicatiori all Per plana F► erode reauirerh►t. --- SEWERPERMITN :lone required. No FIviyihinq, Required, OCC.LOAD FLOOR LOAD Conc,'iEIGHT 21(--1 NO.STORIES I AREA 1+!110 NO.BEDROOMS VALUE , `• BUILDING DEPARTMENT ---- SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit _ 31�.�U ------�—_-: ---�------ _ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check 25.03REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONP AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAVE Sub-total 53.53 RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Total 65oO7 SDC- By ,+° APPLICANT OR AGENT � Approved 8rw Receipt No. ADDRESS - PHONE - I AkT DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor -- �, II Prnnit No. fouyh-in Fixture HEATING - � -�_— ---- j Permit No, --------____ ��Gas or QII Rough-in SEWER Final - --- -- - --- DRIVEWAY - Finel -- -_—_--- -- --- Sturm D•sirege - -- IRae.Draml Final ,'i Sidewalk Curb&Street Final - Approach ppro PiLDo.r'RPT. FINAL ��-TEMPORARY CERTIFICATE OCCITANr V :i �CERTIVICATEOCCUPAN' Y Final . -. Landscaping Zoning F:naf the Obert 11 panda company Kristin Square• 9500 S.W Barbur Blvd. • Suite 300• Portland.Oregon 97219• (503) 245-1131 Telex 11360557 February 4, 1982 Mr. Edward Walden Building Official City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Re: Building Permit Extension for miniwarehouse at 8900 S.W. Burnham St. Dear Mr. Walden; It is my understanding that the building permit for additional warehouse space at the ;above identified location is or will soon be expired. Due to the current economic recession and high interest rate, we are not able to secure adequate financing for this project at this time. We therefore must postpone the construction of this project to a later date. It will be greatly appreciated if you could gran us a six months extension on the building permit. Thank you indeed for your con- sideration. Very truly yours, V1Paul Yang Vice President PY/lls BUILDING PERMIT APPLICATION TIGARD DATE.— 3999 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND#\PPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO. OWNER JOB ADDRESS ARCHITECT ENGINEER BUILDER ADDRESS DESIGNER STRUCTURE 0 NEW El REMODEL 0 ADDITION P_ REPAIR L! RENEWAL 1J FIRE DAMAGE 1-1 DEMOLITION RESIDENCE 0 COMM [.I EDUCATIONAL. 1.J GOVT 0 RELIGIOUS [I PATIO E CARPORT FJ GARAGE L STORAGE SLABLI FENCE OCCUPANCY ------LAND USE ZONE ___BLDG.TYPE -----FIRE ZONE-_PLAN CHECK BY —HEAT SEWER PERMIT OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE BUILDING DEPAR,'MENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT !3 HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax SDC— Total PDG# APPLICANT OR By [Approved Recelp,,No. -X—D—DFIESS __PHONE___ .. 1. .. DATE INSP. TYPE INSPECTION REMARKS j PLUMBING DATE f-- _�' G'Contractor Permit No. Fixture Final — -- HEATING Contractor -- Permit No. Gas or Oil Roughmin _— M -- .�— SEWER — — Final —� DRIVEWAY — Final Storm Drainage Hain Drain)Final Sidewalk ---- Curb A Street Final BLDG. DEPT.PINIORjR—YAD roods CERTIFICATE OCCUPANCY CERTtF1CATE OCCUPANCY F Landscaping Zoning Final thert RAb ndall company Kristin Square • 9500 S.W. Barbur Blvd. • Suite 300 • Portland, Oregon 97219 • (503) 245-1131 / May 1, 1981 CITY OF' TIGARD 12420 SW Main P. 0. Box 23397 Tigard, OR 97223 RE: Tigard Mini Storage 8900 SW Burnham St. , Tigard Dear Sirs: Enclosed is a $275.00 check for the plan check fees related to the proposed phase III development of the Tigard Mini-Storage project. The remainder of the building permit fees will be paid at the time we can obtain adequate financing for the project. Thank you for your help and cooperation in this matter. Sincerely, THE ROBERT RANDALL COMPANY Tony Yraguen Architectural Dept. Enclosure TY/cdl 4-ty-$ 3 n CITY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97223 RECEIPT DAJE: AMOUNT: $ A� DOLLARS NAME: --- CASH: ADDRESS: kA.,k) HECK A OF FOR: ACCT. PIRMITS ilURCNAPOI AMOUNT SEWER BILLINGS 40-364 BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 MECHANICAL PERMIT 05-332 BUILDING PERMIT OF,-,-'33 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV CHARGE 25-366 PARK DEV. CHARGE #1 3C-367 PARK DEV CHARGE #" 30-368 ZONING ADJUSTMENTS 05-362 TOTALS $—S cso RECEIVED BY PIRMI I Number tmount Number Amount Number Amount- ,0;6t $ RIcillpir 850 ' BUILDING PERMIT APPLICATION TIGARD DATE______ 3602 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 245-1131 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER i uberIt Randall JOBADDRESS 8900 SW 8-irnhem Street LOT NO._,._-____ ARCHITECT - BUILDER BaB®� 9500 SIJ barbur Pt1d. ENGINEER ADDRESS DESIGNER STRUCIURE _- LI NEW ❑ REMODEL ❑_ADDITION ❑ REPAIR 11 RENEWAL _❑ FIRE_ DAMAGE Ll DEMOLITION ❑ RESIDENCE FYCOMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ P ARPORT ❑ GARAGE ❑ SIORAGE ❑ SLAB❑ FENCE OCCUPANCY O-1 LAND USE ZONE _�=BLDG.TYPE FI`ZONE PLAN CHECK SY c r HEAT Parmit for construction uF Phase II of i a d Mini- --w rehouse. BIOG. SEWER PERMIT# /1 OCC.LOAD FLOOR LOAD HEIG -r =l• NO STORIES AREA J280 N0.BEDROOMS VALU§73a 3g2. iU11_0ING DEPARTMENT -- �- - — --- SE ACKS FRON REAR LEFT SIDE _ RIGHT SIDE Permit S 2 3 3.00 --__ _ _ _ THIS RMIT I ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING ?Ian Check l Illi.�}0 REOUL TIONS ND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK L BE DONE IIN ACCORDANCE WIT: THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE - WITH ALL P? CABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total — ��• JO RESTRICTI C VENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 4';Y 9,32 LICENSE.SE ATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. Total 5358.82 SDC- $750.00 By p1 PDCN APPLICANT OR AGENT Approved bpi Receipt No. ADDRESS- - --._..- __ -- - -- PHONE BLIILDINIG PERMIT APPLICATION TWARD DATE. 25 19 3603 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR 1 HE WORK HEREIN INDICATED BUILDER PHONE 14�-1131 OR AS SHOWN AND APPROVED IN THF ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE ------ CWgNLR figbort Rnndalll JOBADDRESS `3900 S61 Burnham treet LOT N0. ARCHITECT GINEER BUILDER same ADDRESS 9500 SW i3arbur, ■Ptld•DESIGNER STRUCTURE A NEW L] REMODEL 13 ADDITION 11 REPAIR ❑ RENEWAL -1 FIRE DAMAGE F') DEMOLITION .I RESIDENQE Q COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS L7 PATIO ❑ CARPORT ❑ GARAGE U STORAGE L-1 SLAB❑ FENCE OCCUPANCY -r-) LAND USEZONE M-4 BLDG.TYPE _?�_FIREZONE j — PLAN CHECK BY bCr -HEAT- Perlhit for construction of Phase III of Tigard Mini-Warehouse - BLDG. "C" Tenant modification permit reds SEWER PERMIT OCC.LOAD FLOOR LOAD____-HEI IT ,.1 ^ N N .STORIES 1 AREA 1)640 NO.BEDROOMS �� VALU178,3516. BUILDING DEPARTMENT SET BACKS F NT —REAR LEFT SIDE RIGHT SIDE Permlt24J•QO _ THIS PERMITI UED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING ec ]22� REGULATIONS�V ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Ch `JQ WORK WILL BED NE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 367•JC RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tex LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. ��' 9•F10 —__ — Total SDG— S.M.(10 ��/�d PDCp APPLICANT OR AGENT By bCr Receipt No Approved _ J A00 PHONE —- BUILDING PERMIT APPLICATION TIGARD DATE_-.__----�LL%',7/ t9 I �_ 3609 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED BUILDER PHONE 245-1131 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER Robert Randall. JOBADDRESS 6900 SW Uurnham Stre®t LOT NO._.___—____.._.._____-__ ARCHITECT Bbl ILDER m+dmdENGINEER ADDRESS 9500 SW 6arbur 81did. DESIGNER STRUCTURE O NEW ❑ REMODEL I$ADDITION L3 REPAIR ❑ RENEWAL. ❑ FIHE DAMAGE ❑ DEMOLITION L1 RESIDENCE CXCOMM 11 EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO O CARPORT O GARAGE [I STORAGE ❑ SLAB❑ FENCE OCCUPANCY _LANDUSEZONE M-4 _BLDG.TYPE _ FI— ONE_ PLAN CHECK BY bCr HEAT_ _mite Parwi,_± - include____e_U_radingL vin _a ora sewers, landscaping, irrir_vtion Systeme. SEWERPERMI7N t. OCC.LOAD FLOOR LnAD — HLIG STORIES AREA NO.BEDROOMS VALUIS 1 f 000 BMENTUILDING DEPART —� t, SETBACKS_ R T REAR_ — LEFT SIDE RIGHT SIDE Permit72•0Q ITHISPERMITIS S ED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Cheek 36.00 REGULATIONS AN ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILT. BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE Or THIS PERMIT DOES NOT WAIVE Sub tote lQ6•LIQ State Tax 4' RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS �" �. LICENSE.SEPARATE PERMJS REQUIRED FOR SEWER,PLUMBING AND HEATING. Total 1110.Eta SDC— By pl PDCN APPLICANT OR AGENT -- bcr Receipt No. Approved A00 PHONE i i the Obert mannan cornpanv Kristin Square • 95W S.W. Barlir tiivd. • Suite 300 • Portland, Oregon 97219 • (503) 245-1131 March 24, 1981 Mr. Dor, llowick City of Tigard 12420 S. W. Mair. St. P. 0. Box 23397 Tigard, Oregon 97223 Dear Mr. llowick: ' This letter is to clarify the extension of tre sewer and building permits for: Tigard Warehouse Development - Phase 1I 8900 S. W. Burnham Street Building Permits #3220, 3221, 3222 Sewer Permit #2193 The original building permit was issued ,June 10, 1980 and was due to expire 180 days after issuing date (approximately December 10, 1980) . An extension was approved for an additional 180 days which we hope is in addition to the original 180 days allowed for the building permit . Your date for the extension to terminate is on April 15, 1981 . We find it necessary to request the full extension time (June 10, 1981) in order that we have time to arrnage financing to enable us to build phase lI & III in conjunction with each other. Thank you for your help and cooperation in this matter, Sincerely, Tony Yraguen •n TY:pd h WASHINGTON COUNTY,OREGON November 25, 1980 Mr. Thomas J. Edmonds Robert Randall Company 9500 SW Barbur Blvd. - Suite 300 Portland, Oregon 97219 Dear Sir: This letter is to inform you of th© approval of your request for an extension of the Sewer and 9uilding Permits for: Tigard Warehouse Development - Phase II 8900 SW Burnham Street Building Permits #3220, 3221, 3222. Sewer Permit #21935 Your extension will terminate on April 15, 1981, at which time your permits will become void. Sincerely, Brad C. Roast Building Inspector BCR/pl 12420 S.W. MAIN P.O. BOX 23397 TIGARD, OREGON 97223 PH: 439-4171 - DEPNt►lNENT^.F COMMERCE-PLAN!, REVIEW SECTION xe1231, s > aE�exae�ecoermArloala�,�„� NOTICE OF PLANS REVIEW iaee e,rildina TI CE.RDRHIS 15 NOT A BU1101N0 PERMIT) PHASE III -WAREIlOUSE DEVELOPMENT 8900 SW BURNHAM ST TI CARD Building — - _ No, 80-1453 Count WASHINGTON Address Y ---- Occupancy .B;2-_,�__ _ Const.-- V-N -_.Sound Value$208.06 Plan Fee_$1�0 Architect SLE HALLER, New Bldg. ❑ Addition [I Alteration ❑ Date keceived �- Owr.., Address __= 1 B y�(` -----� Date Reviewed -lam Stories _ Area Iy'y� - Attic npFiN Fire Wails (7 I8�- / Main Fir. Basement Ht. $tOP1 "- -•Fire Escapes __iy1,�_Exits _6 Stairs _ NQS / - - tot.Width Vert. Shaft. .NL5 i Sprinklers NO i.=rte_ - , Closed Closed Man. Alarm S.P. Ext. NJ�-•---/ " Ht. bet. __.N�/--�_ •• floor No Yet Area Covered Int. s,Site Ext. Clers No, �ODI�--Ceding - N(l Roof BLT-UP Str. Members WOOD TYPe Area Cov 1. Wall cover -PL rLWp_/.F1,i n. Hit. rrt, encl. —_ _S Type flue Fat. Int. YP �US� Type Htg. System —N.�� fuel --AL The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. _ checked on the enclosed list an• applicable. These items and any srerially noted v the project to meet current fire protection regulations. Approval of submitted plans isnot an aust by incorporated into proval of omissions or oversights by this office or of noncompliance with any applicable regulations of local povernme REMARKS: -TUT S,REVIEW COVERS P}IASE II14N_li U 1 I N g-�O.��LDING !LAVING S .EXITS. BUILDING _B_IS-_528.OsQy(IRE F . .T A_ND s -�" �/+0 SQUAME' FEET. NOT FOR HUMAN OCCUPANCY ANU DOES NO — �y� ��& � r�1__a RAGE AND ----- -- � Q _EXITs_ NOTED IS TWO-HOUR AREA_-SEP_A_RATION WALLSS SEEARATINC BUILDING POR SPRINKLING SYSTEMIN_TOA REAS_-ELIMINATING NEED ., — PACE 1 of 2 — t _ — REFER x{80-125 Examined by -_ElLj.i,� �� ODC.� Copies .o: APPLICANT iFI.IL��pU1'Y_ S ts,,j;gegL T F.N('T N F F R `�f�+�' D�LPT�t.bs'LIX.. DEPARTMENT OF COMMERCE-PLANS REVIEW SECTION �a�> eaxosx�e►c� 1,cmaHe»mTiew,a,� NOTICE OF PLANS REVIEW PHASE III (THIS IS NOT A RUISDINJ PERMIT) PHASE III 6vilding _ TI(:A RD WARE}i0 ISFe_ VEI�PI�FIVT— 89_ 00 SW BU11HA Building -- TIC Rig No, - 8Q-14. 3_ or Address v THE . Tt�R�CE OF VOA t .t.. �j,A�IyJ�.LiRU1I2S_15..1'ROLIDITED_ANII__TIiE 1f.5�_C1 — --SOI-INL--UEL-QlL�s__-ORSZT iFa-FL MMABLE,S 1`1UST_2RO1 Ly_I�[ED_ANlir.�IRE_GOI R_1WLD,S�AN __! 9-I . — HEATINC -- - _r —__ANYs MUST COMPLY WITH_UNIFORM MECHANICAL CODES 1979�EDITION.— _ THIS REVIEW IS BASED ON RELATIVELY LOW- tAZARD USES. _ - - --_------- -- — - —.___- -- ANY MORE HAZARDOUS ACTIVITY Qit S'IURAGE W1LL REQUIRE A CHANCE OF OCCUPANCY PERMIT AND S* TRI CTER REgU[REMENTS. _ --A OL Z -- —.._----- -- ....._.- theObert Randall company Kristlr Square • 9500 S.W. Barbur Blvd. • Suite 300• Portland,Oregon 97219 • (503)245-1131 November 13, 1980 Mr, Brad Roast City of Tigard 12420 SW Main Tigard, Oregon 97223 Dear Brad, We, The Rob-,rt Randall Company, would like to request a six months extension on our building permits No. 's 3220, 3221, and 3222. Tilis project is under the name of Tigard Warehouse Developmeut - Phase 11. This project has been delayed due to unforeseen delays in obtaining use permits for Phase III of the same project. We find it necessary for this extension in ord3r that we have time to arrange financing to enable tis to build Phases II & III in conjunction with each other. Thank you for your help and c•oopera*ion in this matter. Sincerely, The/ Robert Randall Cnmpany 'Phomas J. Edmonds TH-.pd 111A1 A11N HIMAI 11141 i'1101H.110N nromci NOTICE OF FLANS RFVIE4 a � P O BOX 177 I UAL At IN, 014 97167 (THIS IS NOT A BUILDING 11C HMI T) PIIUNF t'1UTI GOP-2601 B!Hldln Tand Warehouse Development__PhaW_jNo g____._i� - ADDWSh County Washington Occupancy H-2 _-_____-___.Cons) __ V-N _ FM2._._ Alchilect Ivan G. Driver _New Bldg ❑ Addition L$ Alteration O Date Received Owner . Robgrt Randall Co. _. _ Addri'sc, 950Q_SW- Sarbu�_)�y1�. __Date Returned-6--3.0-AD Stories 1 _Arai 1 130/_ - Attic NO No -Fue Welis-g � bX — ___F.xils_�6_. I _�Bft. MAIN FI IT HA'4 f;NI .11M'S TOT WIDTH Stairs—N/ 1 -__Vert Shattf/1 / Sprinklers t / /_..— Alarm.._.__._- SP _ / /_ c10SED 111 1.1()St NU Y B AREA COW) N? 512F E_ _ EAlOHC / 16 — Det..---,NLS- / NIS / N/8 Floor QUO___Ceiling Root Class_-Mtr. Members wo24, CI ASS NO TYPE AAFA COVD b/u Wall cover Wood / — Hit rm encl - Type Clue_ - ,._Type Htg System EXI INT The submitted plans have been reviewed for conformity with fire protectiL,n statutes and regulations of Oregon administered by this office. Items No. checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporaied into the project h, mneS current fire protection regulalions. Approval of submitted plans Is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. REMARKS' This is a fire & life safety plan review in accordance with the 1979 Uniform Bldg. Code & NPPA. 1) The exiting as shown is acciptable (Note exit doors shall comply with Sec. 3303(c) UBC) 2) Pach unit shall have (1) 2A-IOBC fire extinguisher in lieu of this, you may mount (1) 2A-'lOBC on the outside of the building centered on each (3) units, ! I fI 1 1 i EXAMINED BY COPIES TO _ Bldg. Dept. 300 18 Ii)At ATIN F111HAI 11141 rn01L(.IION 01'.1111C1 NOTICE OF FLANS REVIEW r+0 nOX t71. Tt1ALATIN UH 91011.2ifr1I17� P111JNr 2',011 Ga7.7601 (THIS IS NOT A RUII C)INC� PERMIT) ► � 1• Rullding�Ttgard Warehouse_Development__Rhas_q__IINo HL/1LDINO AOIIRLSS County Washington ._,Occupancy B—$ __Const � V—N FMZ,. Pg. 1 01-1 Architect_Ivan G. Driver _ New Bing ❑ Addition C Alteration ❑ Date Received 6_10- 3Q Owner _Robert Randall Co. Addrr,ss 950Q�SW_F$a tx 01Yd L____DateReturned.6-30-B.(L_ Stories 1 Area.15,130/_,— Allic _NO / No Fire Walls--4----"X- _—Exits.1_ / 4a w MAIN H H fV-14 NO N I S OPS TOT WIDTH Stairs—14A /__m—Vert Sh111Qq�_ _ /_:�Spnnklers„_.�._ / .. /_..^ Alarm_`S.P. /_— / --____ CLOSED HI (.I ur,l.l� No VE°; AHLA CUM INT SIZE EXT F,;AlOBC / 16 Del N� ; NIS 1NJ-S Floor CMC Ceiling _Rov'CJ&6J gtr. Members W024— CI ASS --1 -- ivf'!. ARFA COvo b/u Wall cover 1^1QOd ._ 1 — Htr Im encl — Type flue Type Htg System�_ FuelYr__... . ._� EXT INT The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon administered by this office. Items No. checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet currert fire protection regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance_ with any applicable regulations of local government. REMARKS: — T This is a fire & life safety plan review in accordance with the 1979 Uniform Bldg. Code & NFPA. ]) The exiting as shown is acceptable (Note exit doors shall comply with Sec. 3303(c) UBC) 2) Each unit shall have (1) 2A-lOBC fire extinguisher in lieu of this, you may mount (1) 2A-10BC on the outside of the building centered on each (3) units. d { I I EXAMINED BY_ 1 COPIES TO: Bldg. Dept. 300-18 BUILDING PERMIT APPLICATION TIGARD DATE3224 TH=UNDERSIGNED HEREBY APPLIES FOR A PERMIT FORTH E WORK HEREIN INDICATED BUILDER PHONE Oh AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE 24 - h !: ln LOTNO. �, un; it , OWNER_ . Lt Fandall C G;lQBADDRESS ,')CIO S41 Burnham __--- I:w.tii' sim fraA 251-206 ARCHITECT INFER BUILDER SAME ADDREW96-00 `3W Barbur, Ptl DE NER Ivan Driver STRUCTURE ❑ NEW _❑ MODELL /- UADO ON ❑ REPAIIR ENEWAL ❑ FIRE DAMAGE_ ❑ DEMOLITION I 1 RESIDENCE MCOMM ❑ EDUCAT NAL 'I GOWT_❑ REL IOUs ❑ PATIO ❑ CAR RT ❑ GAR E F7 STORAGE ❑ SLAB❑ FENCE OCCUPANCY !i-G LAND USE ZON _BLDG.TYPE '•<' FIRE NE —' PLAN CHE BYWN HEAT— ant ct all ait r dinri, s+ I� aster atom� +�vin ccsncrete Wc? I;'., < nita uer aA au i.. a of bujaldin�ar a landecapir g 6 irrigntion - sybLem (it L syuir d) y SEWER PERMIT#219;:; _ Q OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA ---NO.EEDROOMS VALUE BUILDING DEPARTMENT BE BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit •00 T S PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING - --_...— GULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE G�• Plan Check 013 WORK WILL BE DONE IN ACCORDANCF WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total 60. RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State tax 1'•b 0 LICENSE.SEPARATE PErIMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. ��5Q• ' �' Total $61.60 SDC— By Dc—ey P1_ PDC# APPLICANT OR AGENT _ Approved l)(JIi Receipt No. r �' ADDRESS -_— _ i �/A PHONE — - ---- - DATE INSP. TYPE INSPECTION REMARKS PLUMBING - DAVE l C1 Contractor Permit No. Rough-in Fixture Final HEATING -- Contractor Permit No. Gas or Oil Rough4n Final SEWER Final DPIVEWAY Final Storm Drainage Main Drain)Final Sidevailk .urb&Street Final Approach BLDG. DEPT.FINAL T64POFiiRY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscaping 7onina Final r.til)IJ:IE• DI VEL . PHASE I I BUILDING PERMIT APPLICATION TIGARD DA1E________.._"��a�_,19 8 0_ 3221 Th', --UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 245-1131 OP AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS OWNER PHQ n� r NE (3urm�_ac Lax LOTNO.-2L00, _1 OWNER _)ht! 't Randnll C0013ADDRESS 0900 SLI burt_lh3n St. _ _ _-_ 251-2uc � .-- �- - --- ---• -- - • --- - Aii6M D�BOP EN51NEER Ivan G. Driver BUILDER same - ADDRESS 9500 SW Barbur Ulvc. DERD6 IM STRUCTUIE ❑ NEW ❑ REMODEL UADDITION ❑ REPAIR C1 RENEV�A FIREDAMAGE ❑ DEMOLITION 0 RESIDENCE KXCOMM C] EDUCATIONAL 1 GOV'T ❑ RELIGIOUS O PATIO ❑ CAR POR GARAGE STORAGE ❑ SLAB❑ FENCE OCCUPANCY-9"2 _LANDb6E ZONE _�= _BLDGI TYPE _5N - FIRE ZON <<�_IkLANCHECKBY OWN HEAT_L 1ec• "unstruat warehouse ad ition 94 X lbQ) per lensnd code. __Maur Qalle reguirgd - ev r sec nd ba t- at a )d Wall f' ex i Ingbldy. __— Mechanical any Plum in q fuer to rs' uire . SEWER PERMIT M OCC.LOAD FLOOR LOAD CC)tl_YjHHT 13 NO.STORIES 1 AREAI bO40 NO.BEDROOMS--- VALUS. '! BUILDING DEPARTMENT SET 13ACKS _FRONT SE E pL p,IMAR LEFT SIDE RIGHT SIDE Permit $569.00 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL, APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 284950 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total 053.50 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAV_CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 4 22.75 Total $476.25 soc-- --- '--- --- - - - - -- --- -� PLIfi NT OR A3ENT -- PDCM AP By p1 - - - i R�:celpt No. Approveu D! ,i ADDRESS `. - --- -- — - PHONE e s DATE INSP. TYPE INSPECTION REMARKS PLUMBING GATE /i�'��--lJ ,iy �)-•{�+ 'l t��l��>d s.�„ Contractor Permit No. Ll Rough-in— - �,etul� Fixture i --- /-/ Final `- HEATING Contractor —�-- __ Permit No. A Gas of Oil _-- ---- _-- Roughwin --- - Final — --- -— SEWER _� _ — --- u ------ Final -- — DRIVEWAY A _ — Final ---- — Storm Drainage ---- (Rain Drain)Final ---- _�-_-- — Sidewalk --- _--_ Curb 6 S t reit Final Approach --- BLDG. DEPT. FINAL TEMPORARY CERTIFICATF OCCUPANCY — CERTIFICATE OCCUPANCY Final Landscaping — `_ Zoning Fina' )MIT ADDITI6t •- 116ARD t►At7MUSIE - t BUILDING PERMIT APPLICATION TIGARD DATE___ ��10 _,is!i�? 3222 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN NDICATED BUILDER PHONE 245-113). OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHNjiurnhem T3., tQx LOTNO, � 11j♦ 2300 OWNER 'cohort Randall Lc.LOBADDRESS 6900 SIJ Burnham St. 251 -2D8 Af"ITECT ENGINEER ,Ivan Drivar BUILDER ts:itttf3 — ADDRESS 9.100 SIJ 0®rUur Ulyd, DE�IGWRR STRUCTURE 11 NEW 1-1 REM _DEL *0 ADDITION El I. _ ❑_RENE L _ IRE_DAMAGE _❑ DEMOLI'ION U RESIDENCE SCO M ❑ EDUCATIO AL ❑ GOV'T RELIGIOUS ❑ PATIO ❑ CA PORT ❑ G RAGE STORAGE ❑ SLAB❑ FENCE OCCUPANCY —LAND USE ZONE —f!1-4 DG.TYPE StI �—FIRE ZONE _PLAN C ECK BY — _ HEAT _— i.nnstru:.t Manager � tfice � Clition S est 4 � olares nd c de, __,-- SEWER PERMIT M OCC.LOAD FLOOR LOAD 5 HEIGHT 1B NO.S RIES 1 AREA !i]4 NO.BEDROOMS _VALU43 9 Ell:ai+. BUILDING DEPARTMENT — S TRACKS FR SE -SPL lrf$AR LEFT SIDE RIGHT SIDE _ Permit _ — w/-4.00 _ VGULATIONS ERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED iii SHE BUILDING CODE, ZONING AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Cheek 12.00 WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND ISV COMPLIANCE VITH ALI_ APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total 36.Q0 RESTRICT4E COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax .96 -— SDC— Total 1'3t-,,96 ------ PDCk A.PPLICANl OR AGENT By p 1. Rccelpt No. --- --— ------- - -- -- Approved DUH ADDRESS PHONE MR -DATE INSP. TYPE INSPieCTIl1N /REMARKS / PLUMBING -- DATE Contr�aor Permit No. -- - Rough-in __--_-- Fixture Final HEATING Contractor -_ - Permit No. Gas or Oil - -- - ----- --- -- --- ..._ Rough-m— ----- ---- ._.,.--. IIII Final --- —� -- - - ------- -__- i - SEWER --- - - - -- Final DRIVEWAY -- Final — `- - -- -- _-_ Stam Drainage — - -- _---,_ - (Rain Drain)Final - --- Sidewalk - -- Curb$Street Final Aporoech - - f3LDG. DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final--_ v - Landscaping Zoning Final �►�+�i �`.MJ•'� w I LLt i , \ I (1 I _ro N r- N u M Q F- 41 - a ro \� c g LL i o Q• v, v c v a vy o d 'o N u'1 i U or x r d n U }J o Of ` =� o q E rv, � � Q � is j ILI~r W v '~} ' c [�� s c i W C N ii .c x u i a I I u a Cj, 40 u H y 1 i N .�. c0 yr Y I p \ O 3 C t' L \ O ( ,� O � c t O ' cl v c rb �� • fu 0 N p O 1� 1 I\ c' u i I 1 ti i q n ►�h u t1 c c ro i-f ru ♦ U rI v +± C 1 Q! Z n c N ra a: _r in u c cj r $ ro O 14 fu u r w CL r- Cl) q, +-1 o v v o Cl 4-j N 3 c E O _ A ro V) ro v G r A \ CI O z O V Q r- a V I •i, Ilk w y ro �4 ` ru Io 0 v ro y IA 1 tr i n cy C. d 4' Cr Q -uu C u : q �' u H co o - ; �° x roc m V Q 0 ry DEPARTMENT OF COMMERCE—MANS REVISW SECTION NOTICE OF PLANS REVIEW (MIS 15 Nor A allILDINO PEBMin Building TIGARD WAREHOUSE DEVELOPMENT PHASE II 8900 SW BURNHAM,TICARD N, 80-125 building Coun WASHINGTON B-2 V - Addreu ti Wnct► Const. N _Sound Value $289.446. Plan Fee 1228.8' �rrti Kt I• Ve,,DRIVERj_ P.E. New Bldg. ❑ Addition IN Alteration ❑ Pate Received 2/5/80 0,,,,, r NOT. SHOWN Address — Date.. Reviewed 2/19280 Sroriet _ 1 , Aroa �15004g,,Gut _ Attie NO .1 - Fire Walls �` —Fire Escapes N0 Exits I. 1A3t EA rt. AU;nFir. Basanwnt Mr. Stops Tot.WidRs Stain NO /, .-Ved. Shahs NO i - :sprinklers. NO iw-_J_A_---_-- Ma,.. Alarm _1U_1 S.P. NO �_- J_NO Clow) Cloud rN�o�� Yet Area covered Irl. Site ENO. Eat. N S —Nt.Def.—.t:LS. /J - I '• Floor.�eyr�ue,._ ee;i,ru oP l'i__ Roa(BLT-U Ser.Members OD Clea Na Type Arab Cevd. Wall cover M rrm enct. DllL Type flue__n—_ Tyle Hig. System NOFurl — Iaf. Int The submitted plans have been reviewed for conformity with fire protection stalules and regulations of Oregon admin- istered by this office. Items No. checked 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 oversights by this office or of noncompliance with any applicable regulations of local government. RPMARKS: TWO-HOUR WALLS ,VE RAY L '1'}iIS IS THE REPORT OF AN EXAMINATION OF THE FIRS AND LIFL__ACE1yLASgE_U, _5_ PLANS FOR R CONSTRUCTION IN FIRE ZONE 2 TO BE BUILT IN COMPLIANCE WI' H, THE 1976 STATE UNIFORM BUILDING CODE. 17 THE TWO-HOUR WALL DETAIL ON SHEET 3 OF THE DRAWINGS IS APPROVED IF THE GYPSUM BOARD IS APPLIED AS SPECIFIED IN TABLE 43-B-78 OF TNR CODE. THISASSEMBLY_J-S_-�1yE0 kEQ H T_T1�F.. • 1 .tel-( Jj- Examined by MAX WIIAICER • PAGE 1 of 2 Copies to. APPI,ICANT,FILE,DEPUTYeSFM,OWNER,BLDG.DEPT..,FI RE_ DEPT.,ELEC. DEPARTMENT OF COMMERCE—MANS REVIEW SECTION NOTICE OF PIANS REVIEW >W11�t�M (THIS IS NOT A BUIlDINO PERMITi Fl"1,1 ng TIGARD W_ REHOU-5E -DLVEI0_F.MEN'1,P. a2__II_-8900 SW 11)RNHAMaTL(;AR&, Building Address END WALL OF THE EXISTING WAREHOIJ5E, WHICH IS THE BEGINNIIgG OF THIS_PHASE�DF_CONSTRUCTIODL. _ 2) THIS REVIEW IS BASED ON RESTRICTING TENANTS TO RELATIVELY LOW HAZARD (13-2) USE AN-](_ MORE HAZARDOUS ACTIVITY OR STORAGE WILL REQUIRE A NCE OF -OC PANCY PERMIT AND ATTENDANT MORE RESTRICTIVE REQUIREMENTS. UBC CHAPTERS 10 & 11) _ _ 3) THE WAREHOUSE ADDITION, AS WELL AS THE MANAGER'S RE_SI_DENCE PORCH, IS APPROVED U$JECT TO THE ITEMS ABOVE, TO APPLICABLE CODES AND ORDINANCESI AND TO REQITiREMENTS OFD ' R AUTHORITIES HAVING JURISDICTION.--- _ - PACE 2 of 2 -- J E i i L �i City of Tigard INSPECTION REQUEST for aL6 10PECTION TIME: _ PERMIT NO. : DATE: 1U!1,0'1,75 DATE ISSUED : OWNERS NAME : - — ADDRESS: ll--4 UN TRACTO R : TEST : Air C , WcterO , `1lrvol 0 , LaSoratory C RESULT: Approved C , Disapproved C Pendin j p SKETCH. G'Pt-Lt 6am*--:YdP3 9 42 7 INSPECTOR DATE I NUTS : Attach upplemental test data hors i� cItr OP BUILDING PERMIT APPLICATION TIGARD DATE 3-11 __- 19 75 jv° 0201 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND S1DECIFICATIONS, OWNER PHONE _ -- QV,NER Ton" IS Top Shoff —� ADDRESS 8900 S.W. Rurnham BUILDER PHONE ENGINEER RUI110ER OWfiBT _ _ARCHIT€CT — _ DESIGNER SI RUr,TURE— ❑NEW ❑REMODEL ❑ADDITION ❑REPAIR ❑RENEWAL_ ❑FIRRE DAMAGE [:]DEMOLITION ❑ RESIDEN,,E ❑COMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUSDPATIO ❑CAR PORT ❑GARAGE L)STORAGE❑SLAP ❑-ENCE CIBOND _ ❑MOVING ❑CONDITIONAL USE ❑DESIGN REVIEW— ❑COUNCIL APPROVED SIGNS OGCUPANCY—__..LAND USE ZONE __BLDG.TYPE_ FIRE ZONE_ PLAN CHECK BY____._ HEAT _insta11_.@pp)�ox __ t jy 38 sq, ft. Mall Rion --- FLOOR ionFLOOR L^AD —,---------HEIGHT _ NO.STORIES _ A_REA VALUE BUILDING_DEPARTMENT SET Bf CICS FRONT REAR LEFT SIDE — RIGHT SIDE Permit --- -`— THIS PERMIT IS ISSUED SUBJECT TO THE RFGULATICNS CONTAINED IN THE BUILDING CODE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE -- N'ORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Recording ALL APPLICABLF CODES AND ORDINANCES. THE ISaUANCE OF THIS PERMIT Dl'ES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 1%State Y LICENSE. SEPARATE PERMITS REDIJIRED FOR SEWER. PLUMBING AND HF.A'FING. Total - -"'- --' ---- APP" 'CANT OR AGENT - Approved— ` f a Receipt Mc 1174 ADDRESS iPH614E -- low 1001 OP"w'p""""'-.w*+V+�w �rw.�.M,w, rl�w�gp '+Mlq�fMr!�Il�►1� ► "g8r'Q�I'AI�C' CITY OP BUILDING PERMIT APPLICATION TIC ARD DATE_A~f N° ' 0563 THE UNDERSIGNFD HEREBY APPL. ES FOR APERMIT FOR THE WORK HEREIN INDICA;ED OR AS SHOWN AND APPh,)VED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER ADDRESS BUILDER PHONE ENGINEER B111LDER ,,II[[ ARCHITECT _ DESIGNER STRUCTURE ❑NEW dRF,,ODEL ❑ADDITION ❑REPAIR ❑RENEWAL ❑FIRE DAMAGE []DEMOLITION ❑ RESIDENCE ❑COR°M ❑EDUCATIONAL CJGOV'T UREL.IGIOUS❑PATIO ❑CHR POW, 0GA'3AGE ❑STORAGE❑SLAB ❑FENCE =L.1$0NO ❑MO'/INC _❑CONDITIONAL�'Sc ❑DESIGN REVIEW UCOUNCIL APPROVED ❑SIGNS OCCUPANCY LAND USE ZONE__ BLDG.TYf Z FIRE ZONE_ PLAN CHECK BY HEAT OCC, LOAD FL!)CR LOAD HEIGHT —_ NO.STORIES AREA VAL''E L_ BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit -- --_ --THIS PERMIT M ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CCDE, ZONING Plan Check _ — REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREE) THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFXATIONS AND IN r:OMP.IANCE WITH Recording ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NC,' WAIVE RESTRICTIVE. COVENANTS. CONTRACTOR AND SUB CONTRACTORS 10 HAVE CURRENT CITY BUSINESS I%State. — LICENSE. SEPARATE PERMITS REQUIRED FOP SEWER, PLUMBING AND HEATING. Total By — -- APPLICANT OR AGENT------ – Approved Receipt No. ADOAFSS HO _ DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE _�✓- T__ Contractor Permit No. Rough-in — Fixture Final HEATING Contractor Permit No. Gas or Oil _ Rough-in Fina! _ SEWER -- Final --- --- __ DRIVEWAY Final Storm Drainage (Rain Drain) Final Sidewalk Curb&3treet Final Aooroach _ BLDG. DEP.', FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscaping Zoning Final w !M.�,r„,�.o-,w...y..,..«F,,.,,,,,..,�•"....Y..+•yrt^�^YK'Y'+r1'M.+or.^n"'^�N�+.M-+w�....,�'.^m'.►,.w.w.�++w,rt......,,,r.,.,w........•. ., .r,.w,.�'�,,...,�,,..r, q�,y aC'—,'.riF_'.'•fin. ITY BUILDING PERMIT APPLICATION TIGARD DATE ��-�al 0 5 3 5 to � �i1Ts' ' THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. a.MNER PHONE i?at ictal Lolltruct:.ion 0900 Vii.L). PUrrifiam OWNER ADDRESS BUILDER PHONE Owner ENGINEER BUILnER ARCHITECT DERiGNER STRUCTURE ❑NEW 11REMODEL ❑ADDITION ❑REPAIR ❑RENEWAL [:]FIRE DAMAGE []DEMOLITION ❑ RESIDENCE ❑COMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CAR PORT GGARAGE ❑STORAGE❑SLAB []FENCE QBOND ❑MOVING ❑CONDITIONAL USE ❑DESIGN REVIEW ❑COIiNCIL APPROVED ❑SIGNS CCUPANCY LAND USE ZONE BLDG.TYPE —FIRE ZONE_. PLAN CHECK BY HEAT L)rat-t 6 - 4+1 f'wcit long sepe:ra i a :.tr, partitiuna .- i. F:IJ T iitl� r3 woad stud ui.th I" playwoud tall un* side OCC.L_gAD —,_ FLOOR LOAD _ HEIGHT _ NO.STORIES AREA _VALUE _ BUILDING DEPAR','MENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit IJ r 3 Q -------- — -- —- --THIS PFRMIT IS ISSUED SUBJECT TO THE REGULATICNS CONTAINED IN THE BUILDING CODE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE COP, NO ORDINANCES, AND IT IS HEREBY AGREFV THAT THE V ORK WILL BE DONE IN ACCORDANCE WITH I HE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Recording ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOE£ NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS I%State a LICENSE. SEPARATE PERMITS REOUIRED FOR SEWER, PLUMBING AND HEATING. Total i, r'b By _ -"-�-- -- APPLICANT OR AGENT — Approved r I' receipt No. bbR 45 HON 1 DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE r Contractor Permit No. Rou h-in Fixture Final _ HEATING Contract-ir Permi, No. Gas or Oil Rou h-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 „...r......_.. .. ..- ....n.--,_ r r- ,.�«.,...,.-.,.«rtir:vwCr^wwrwRYw1►'ion`�.+.,C '”e�,w+n.�..+.M...+..w,„...,..._«....-�rurwww+r,.«.,wc...r•1f+wn,»"MO'KA. . � clTr OP BUILDING PERMIT APPLICATION TIGARD DATE x•23 7F N" 0504 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER ;ifIn6a1 Construrti,un ADDRESS 89UU 5.1�. but'r-41011 BUILDER PHONE ENGINEER t]R.tf1L't' BUILDER _ ARCHITECT _ DESIGNER _ STRUCTURE ❑NEW 0 REMODEL _ ❑ADDITION ❑REPAIR ❑RENEWAL ❑FIRE DAMAGE ❑DEMOLIT1ON ❑ RESIDENCE ❑COMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CARPORT ❑GARAGE ❑STORAGE❑SLA13 []FENCE MOND _ ❑MOV ING LICONDITIONAL USE -I DESIGN REVIEW ❑COUNCIL APPROVED ❑SIGNS OCCUPANCY--LAND U5E ZONE M-4 BLDG TYPE FIRE ZONE " PLAN CHECK BY Y f 41 HEAT _ :.on*tiwct alpproximat9ly 212 lin ft. (ion b wring non ratud partitions 0 south and buildl.ny C A D. mek),ng 6 w 1"' A N and 6 12 x 16 stal.le OCC. LOAD —� FLOOR LOAD_ HEIGHT NO.STORIES _ AREA VALUE I''r0 BUILDING DEPARTMENT _ SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit • �'� -_ — i THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check REGULATIONS AND AL, APPLICABLE CODES AND ORDINANCES, AND IT IS F!EREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND£PECIFICATIONS AND IN COMPLIANCE WITH Recording ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVF CURRENT CITY BUSINESS I%State LICENSE. SEPARATE PERMITS REt1UIRED FOR SEWER, PLUMBING AND HEATING. Total By - - --- -_ APPI,WANT OR AGENT Approved Receipt No. A—f�i�5S�---• ----------�F10NE ---- — DATE INSP. TYPE INSPECTION REMARKS PLUMBING GATE .4 -- «a.I' .l�.w.na"t'....� Contractor Permit No. -- — Rough-in --- Fixture Final HEATING Contractor Permit No. --- — Gas or Oil - -- _ Rough-in —__— Final --- ----- —__ SEWER Final --- — ------- DRIVEWAY -- -- - -- Final -- -- —... — Storm Drainage___ _ (Rain Drain) Final --- -- Sidewalk Curb&Street Final _ A roech _ BLDG.DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY - CERTIFICATE OCCUPANCY Final Landscaping Zoning Final ..ry+rw�.^qr'..' +'"""•-,y'�p`"p'4''. ...y...�rwr'�v+N/41►,►w�!rrnMpr�wr. ^^t"wY"r""'.•�••...n� •.- *.ryp,yy�` y�q••..,�„�,1r+' CITY 0P 7.5 N� 0295 BUILDING PERMIT APPLICATION TIGARD DATE 119 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED OR .AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFIS. OWNER PHONE—_ — �;Iifford H. �1rfSlttTYt' H t ►thceny OWNER -- ADD'TESS _—_•BUILDER PHONE owner ENGINEER AUJIDER ARCHITECT DESIGNER SfHUCTURE ❑NEW ❑REMODEL ❑ADDITIOV ❑REPAIR ❑RENEWAL [:]FIRE DAMAGE ❑DEMOLITION ❑ RESIDENCE ❑COMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CAR PORT DGARAGE [-]STORAGE❑SLAF1 (–]FENCE ❑BOND ❑MOVING ❑CONDITIONAL USF ❑DESIGN REVIEW ❑COUNCIL APPROVED ❑SIGNS SICCUPANCY--_LAND USE ZONE BLDG.TYPE FIRE ZONE— PLAN CHECK BY_— HEAT Install 10 ay6 ft, ball x1gr1 — — UCC. LOAD FLOOR LOAD HEIGHT NO.STORIES AREA VALUE —BUILDING DEPARTMENT SETBACKS FRONT REAR LEFT ,IDE NIGHT SIDE Permit THIS PERMIT IS ISStIF.n 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 THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Recording ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE Ov� THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENI CITY BUSINESS 1%State LICENSE. SEPARATE PERMITS REOUIRED FOR SEWER, PLUMBING AND HEATING. Total 10000 A,,r n By Tfa +I APPLICANT OR AGENT ApFroved Receipt No. Aooaess — -"---- f+o - DATE INSP. TYPE INSPLCTION REMARKS PLUMBING DATE Contractor Permit No. Rough-in Fixture Final HEATING Contractor - -_ Permit No. Gas or Oil Rough-in Final ---- - - ----- - -- SEWER - — - --- Final J—�— -- - - DRIVEWAY _-_ Final Storm Draina e__—_ _ (Rain Drain) Final Sidewalk Curb&Street Final ^_ T Approach SLOG.DEPT, FINAL TEMPORARY CERTIFICATE OCCUPANCY C.RTIFICATE OCCUPANCY Final Laodscaping Zoning Final I'SP•.rq�„•,�Y,w.Hyln,�w,r, ,+,w ,�,,,nnr,wMvr,qr�R!M�I�,w'Ry,.,7T,•+N,•.• •�.,cu.• ... .:w,.+wr1FMeM'»Yr•w...,we+l�^MIDIIN�K I�P'7�+*w�"`AM"p�'pi'Mll�ur CITY a' �� . N° 0236 ru"J9-DING PERMIT APPLICATION TIGARD DATE______ THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OiNNERPHONE OWNER pntio'k l►rweUola$ ADDRESS BUILDER PHONE -- ,P ENGINEER BUILDER ARCHITECT DESIGNER r STRUCTURE ONEW ❑REMODEL ❑ADDITION REPAIR ORENEWAL OFIRE DAMAGE ❑DEMOLITION ❑ RESIDENCE ]COMM IDEDUCATIONAL OGOV'T 0RELIGIOUSOPATIO ❑CARPORT OGARAGE OSTORAGEOSI_AB OFENCE MOND OMOVING OCONDITIONAL USE ODESIGN REVIEW" OCOUNCIL APPROVED QSIGNS "-CUPANCY_ LAND USE'LONE BLDG.TYPE FIRE ZONE, PLAN CHECK BY_— — HEAT— (jr,C• !-OAD FLOOR LOAD HEIGHT NU.STORIES AREA_______ VALUE BUILDING DEPARTMENT SET BACKS FRONT _ REAR _ LEFT SIDE RIGHT SIDE Permit THIS PERM'S 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 THE WORK WILL BE DONE :N ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Recording ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS 10 HAVE CURRENT CITY BUSINESS o State LICENSE. SEPARATE PERMITS Rc"OUIRED FOR SEWER, PLUMBING AND HEATING. Tu[al By — _ APPLICANT OR AGENT Approved Receipt No. DATE INSP, TYPE INSPECTION REMARKS PLUMBING DATE Ii S/ _ Contractor Permit No. Rough-in Fixture Final _ HEATING Contractor Permit No. Gas or Oil Rough-in Final SEWER Final DRIVEWAY Final Storm Drainage _ (Rain Drain) Final Sidewalk Curb&Street Final _ A roach SLOG.DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscaping Zoning Final �.w•rwY1M.+�w.r-+..rn..n'�++..w-,...•...,-...-'..'ova+��++.+w�.�.+.....r�.•..-...�.....•.-..........,..u...,.-•.-..,v ......,�„w..,,.»r�wrr�y..i..,W 1;1�,,,.,,w CITY OP BUILDING PERMIT APPLICATION TIGARD DATE 19 19 76 N- 0201 TNF UNDERSIGNED HEREBY APPLIES FOR APE RMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER Tuny l e Tcip Shop u I.I' 1')k. m ADDRESS BUILDEP PHONE t1{111QI ENGINEER BUILDER ARCHITECT DESIGNER STRUCTURE ❑NEW ❑REMODEL ❑ADDITION ❑REPAIR ❑RENEWAL ❑FIRE DAMAGE ❑DEMOLITION ❑ RESIDENCE ❑COMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CAR PORT ❑GARAGE ❑STORAGE❑SLAB []FENCE ❑BOND ❑MOVING ❑CONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED 3SIGNS� OCCUPANCY_—_LAND USE ZONE_ BLDG.TYPE _,FIRE ZONE_ PLAN CHECK BY_ HEAT QPV.'-:-sxims,taly 39 sq* tte well sJ gn - - OCC. LOAD FLOOR LOAD HEIGHT NO.STORIES AREA VALUE BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGH1 SIDE PermitTHIS 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 THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Recor ling ALL APPLICABLE CODES AND ORDINANCES THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS I%State LICENSE. SEPARATE PERMITS REGU1RED FOR SEWER, PLUMBING AND HEATING. Total 1 t] D[l By APPLICANT OR Ar EENT Approved TPR Fiecc ipt No. P DnAESS HoNF I DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE _— Eor o. Rou hin Fixture — Final _ HEATING Contractor Permit No. Gas or OSI Rough-in `— _—__ —_ Final --------------— — S E W E R --- Final DRIVEWAY — __ Final -- ----- — —_ --_—_— Storm Drainage _ (Rain Drain) Fmi,l^� ------��. — Sidewalk — -- `—__ —_ Curb&Street Final SLOG. DEPT. FINAL TEMPGRARv CERTIFICATE OCCUPANCY — CERTIFICATE -- OCCUPANCY Final J Z - 7S Landscaping '^71 lig Final I v � i I1 I City of Tigard INSPECTION REQUEST for INSPECTION TIME: , � PERMIT NO. : DATE: _Llrt�1-W DATE ISSUED :_.-LL OWNERS NAME : - A ,- ADDRESS: NADDRESS,:CONTRACTOR : _ TEST : Air 0, Water❑ , Visual ❑ , Laboratory ❑ RESULT: Approved XDisapproved O Pending [I SKETCH., t I )%.)Isea rb .e c�J.. N v�� N�� L t'IT b1Z r►� l -r Mtr St?wea Sy;Ich, rr I N�sL Soy"& A0011 o*+A _ L-L1- I INSPECTOR DATE 5MOt6 Attach supplemental test data beret] I 44 i" � � 1` ' ,i t��,. ,y ,y�;. �/ff'ny ' stn �' ^�•�4 .`�;fA"; , ." ,9 u4 •Yy*e ..,.. ' <"''R' „F!a,S eg / .�FHS gill-'Wl S i + ...�F.( .moi F `.: ..ts +r ): . 7i�� `I'��ivaa�,-..sr�accrnc89pr*�-sa.:.r.��. ,sw;,rn. �a!1a�acasa��.:?:F:�sr.-;-�F^-r..^..... '+.'7�-F�t..,-t �.-i..->:u.--Fr-.•�ts-� ..a�rr�^� �� qt, OF OC ,C 1C CUA i ! G� CITY_ OF TIGARD OREGON ts�, ' . 4 Owner:.•.Randall Construction.. ... .................Permit No....74-92.--.... � I Building Address....090.4... ...W....�v.1`.n..h.s.m..S.t.r.e.o.t....... ... ........... ... .............. ► . , Cerdficate is hereby ,given this.....6.th....day of...Namem.be r........... 19.74_... i that said buildi-ig may be occupied and that it complies with all requirements of the Building Code for the City of Tigard, " ,j as approved by the Tigard City Council. t , Building Innpector c'+ i Temporary °or Building A only ` - ! U U WaVA m uo .L LIT-01M U l.. CITY OF BUILDING PERMIT APPLICATION TIGARD DATE-10-15 » 7A N° 0088 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. oWNERPHONE__JZ33-4b5-7-- OWNEH Randall Const. ADDRESS 8900 S•W. Burnham St• BUILDER PHONE 639-4991 ENGINEER BUILDER Luminite Signs ARCHITECI __-IDESIGNER STRUCTURE ❑NEW D REMODEL ❑ADDITION ❑REPAIR ❑RENEWAL ❑FIRE DAMAGE ❑DCMOLITION ❑ RF-SIDENC.E ❑COMM ❑EDLIGATIONAI ❑GOV'T ❑RELIGIOUS❑PATIO ❑CAR PORI' ❑GARAGE ❑STORAGE❑SLAB OFENCF 0BOP:D ❑MOVING ❑CONDITIONAL USE ❑DESIGN REVIEW ❑COUNCIL APPROVED r-SIGNS OCCUPANCY_—_LAND USF ZONE-----BLDG.TYPE FIRE ZONE— PIAN CHECK. BY______ MEAT___.-__ OCC,LOAD FLOOR LOAD HEIGHT NO.STORIES AREA VALUE BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit 10.00 THIS 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 THE -- WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Recording ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES RIOT WAIVE - _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO 'IAVE CURRENT CITY BUSINESS 1%state LICENSE, SEPARArF PERMITS RF-OUIRED FOR SEWER, PLUMBING AND HEATING Total _ 1000 ----- --- ------ APp. 'CANT OR A(]E.NT Approved Receipt No. ADDitF55 aI t )Nf 'VR'!�T'IMarw�Tw1'�•"�g11FM"�+�'w�`lp—r'.'TIIIM/w Y..!ri..,...f�44 -�-�y +-�-F -23 S C I T Y O f BUILDING PERA^IT APPLICATION TIGARD DAIS ' - 19 74N2 --0 D THE UNDERSIGNED HEREBY APPLIES FOR APE RMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOM.,'ANYING PLANS AND SPECIFICATIO�,S. OWNER PHONE .---_ U90LI 5.61, ywrnhvm St . Ei3J ADDRESS BUILDER PIjQNE —_ ENGINEER 11111LPER — _ ARCHITECT _ DESIGNER STRUCTURE ❑NEW 1:1 REMODEL ❑ADDITION ❑REPAIR ❑RENEWAL ❑FIRE DAMAGE ❑DEMOLITION ❑ RRLsir)ENCE ❑-0MM 0EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CAR PORT ❑GARAGE ❑STORAGE❑SLAB OFENCE ❑BOND ❑MOVING ❑CONDITIONAL USE ❑DESIGN REVIEW ❑r,OUNCIL APPROVED u•SIGNS QCC,UPANCY--_LAND USE ZONE---BLDG.TYPE_ FIRE ZONE— PLAN CHECK BY._ MEAT XCC. LOAD _FLOOR LOAD _ HEIGHT _ NO.STORIES AREA VALUE _ BUILDING DEPARTMENT_— SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Pian Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREEL THAT THE — - WORK WILL BE DONE IN ACCORDANCE WITH THE PL.INS AND SPECIFICATIONS AND IN COMPL ANCE WITH Recording ALL APPLICABLE CODES AND ORDINANCES THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE --- --- RESTRICTIVE. COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 1%estate LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Total ----- EIv — --- — — APPLICANT OR AGENT `- ---- — ---— �_.� ApprovedReceipt No --- I I DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE 11- 7-,7+ Contractor a Permit No. D�— /�,,t�.��.� Rough-in Fixture Final _ HEATING Contractor Permit No. Gas or Oil Rough-in _ Final SEWER Final DRIVEWAY Final Storm Drainage (Rain Drain) Final Sidewalk Curb&Street Final _ A roach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final _ Landscaping Zoning Final City of Tigard INSPECTION REQUEST for INSPECTION TIME : 4r7, PERMIT NO. : _.... DATE: 7-0 DATE ISSU€D:__.1. L OWNERS NAME : - ADDRESS : CONTRACTOR :--.---- TEST'. ONTRACTOR :--.----TEST. Air ❑, Water [] , Visual ❑ , Laboratory ❑ RESULT: Approved , Disapproved 13 , Per^.Jing [j COAX"7t -r0OTPJ6)G (#0141K AL60 fC °K 0f An 5 INSPECTOR DATE ICOTE : Attach supplemental test data here,] pPERMIT N 0. ADDRESS ` OCA lj Y,9nQ �_ — PERMIT CHARGE — OWNER ��,�y� �� `�� CONNECTION FEE — PAID BY — TYPE OF BUILDING _C� ti "' " DATE CONNECTED Iq INSPECTION FEE SERVICE RATE 1 PAID BY DATE .CONTRACTOR SIZE OF CONNECTION � ASSESSMENT PAID _ Le _ P f_R f'I I T NO. 2- -- ADDRESS pU - _ p f R II I T CHARGE - CONNECT 10N FEE nWNFR _ {SAID BY --_-- - .... " ., DATE CONNECTED 9-/f fypE OF BUILDIN _ s--- 3 . INSPF:CT ?ON FEE _092 ...r..> SERVICE RATE _ ILnx�--=--- PAID BY a� _ DATETOR ----- tONTRAC ASSFSSf'IFNT PAID SIZE OF CONNECTION 6' qr) ac -?r- Lit I City of Tigard INSPECTION REQUEST for INSPECTION TIME : 5�� PERMIT NO. :'- -.— DA-rE : Z/f/ 7-Y DATE ISSUY:_...L.L OWNERS NAME * .. �� o _ ADDRESSG CONTR4CTOR ._ 5f06"- TEST' f0w hTEST: Air 0 , Water [i , Visual , Laboratory RESULT: Approved-, Disapproved Q , Pending L] � SKETCH'. O.5- TED � um- I.VI 5 t�.SZ 9 a� OP, a � t r INSPE i TOR DATE NOTE: Attach supplemental test data horst] City of Tigord INSPECTION BEQUEST for INSPECTION TIME: oo PERMIT NO. :--___ DATE: � � DATE ISSUED :--L-ll OWNERS NAME ,* ---; ADDRESS: CONTRACTOR : TEST : Air 0, Water ❑ Visual O , Laboratory — ` R y �RESULT: Approved Disapproved O Pending SKETCH. �d rP—F'8`T6—a— DATE IN 507E Attach supplemental test doto beret) 1 i I City of Tigard IIS�T INSPECTION REQU - I for INSPECTION TIME ' !Lc)_�;h PERMIT NO. : I DATE : _21- L _ DATE ISSUE[):—./ OWNERS NAME ' _QctLQ-rrt ADDRESS : _ G� c�c� I � )«..��o.,se__ '�u.►1a� CONTRACTOR :"29-►.�,zint �� TEST: Air ❑, Water 0 , visual Laboratory ❑ RESULT.' Approved Disapproved ❑ , Pending [] iSKETCH: _ -- I I i I I I I INSPECTOR DATE I [OTE : Attach aupplamental toot data haat] i I I . City of Tigard INSREC TION REO U E ST I for IINSPECTION TIME . Uv PERMIT NO. : --- DATE: Z O. : --DATE: .? L*LZY_ DATE ISSUED:_Z 1_ OWNERS NAME . .�4r� � �• � ' _-- _.. ADDRESS : /�w�•.� S"T: ---- CONTRACTOR :. I TEST. Air D, Water �,,❑ , Visual Cl , Laboratory Q RESULT. Approved,&// l Disapproved D Pending ❑ SKETCH: I I I I I � I SOCTOR DATE I [NOTC : A"tech supplementol test data hereto i I i City of Tigard INSPECTION REQUEST I for INSPECTION TIME : 1 ,' "'/ PERMIT NO. : DATE: DATE ISSUED:—L1 OWNERS NAME : ADDRESS ' --,---,— CONTRACTOR :--.—.- --- - TEST' DDRESS CONTRACTOR TEST: AirEl, Water ❑ , Visual D , Laboratory ❑ RESULT: ApprovedDisapproved ❑ Pending L7 I SKETCH* I I I I I I I' NSPECTOR DATE E:NOTE Attach supplemental test dato horst] I I Z` /03.3a UNIFIED SEWERAGE AGENCY NO. 4,,9,c7�2 � WASHINGTON COUNTY DATE CITY OF-- Ii,_ u.r d _. - --- APPLICATION FOR SEWER CONNECTION PERMIT OWNER: [7nh Randa1l=-21a0_dAl1. - OWNER'S ADDRESS: - - - -- — _ - STREET ----._m STATE------- -- _ 11P BUILDING SITE: LOT —__ BLOCK __. _ ADDITION TAX LOT N0. — - Mini Warehouse _ TYPE OF OCCUPANCY ____.__. __ ------ _-- fADDRESS -a__Il9.D0_ S�_L'. Bur.nham_5treet_.- I DWELLING UNITS-- ---- 33-- --- - FIXTURE UNITS - SURCHARGE IF APPLICABLE__ - _---- -- -_------- ------------ -- ------- PERMIT FEE----16,500--- INSPECTION FEE TOTAL DEPOSITED __16 550 (NEW) (EXISTING) BUILDING SEWER SYSTEM __ Tioasd The Applicant agrees to comply with all rules and regulations of the Unified Sewerage Agency. APPLICANT Pb,-� 3 -X-Aa- SEWER PERMIT THIS PERMIT AUTHORIZES CONNECTION TO THE SEWER SYSTEM. LINE SIZE --- INSTALLER --- -- ----- - -- RECEIVED BY �a.( IAG CY OR ITS AGENTI COMMENTS: �n�. »t..7 7� 9:2 - - - -- This Application and permit expires in ninety (90) days. The amount paid will be forfeited should expiration occur. j I t. i r 7 1 Y •A o � M W w ` �'- cr E �1 w P V� ( c (no o c w ••--I •.i c� �� c.. ,-� ro to ' � O La, ca U h cror( > o �ro Com -Y Lr -o w 3 c cr U • c c C w ti y w 4) •,.i* o a) a) l4 -�C. U (J t a w C p Ulc-4p 430 c4 C: w •r1 a) (q • f ro N w 4.) m m •,., l.L � Cr (' -� cn �. J a w L-) w 00. cr� >-mux H- Li ' � 1 M. l,J y a r_ -D W 41 fU —4 �+ ro m w C: (n .N U JJ ro r4 O J WC1 O CJ •.,1 1, to C -A (r .(. n aJ q ULA ( ro r( w fu 11 il- C "' N N 0._ U t ` ro a� E JJ C 3IE 4_ E .c 4) Co CL U o t4 ro rl W ro a, ro 4J [ p Li X O O N -u 1 r-•( O L4 m (U (U owCL (..) L� L� Lr) m (n (1Q- L. wz l CL J n n F- co C1 T t. Is U m d D I— _ CD C J 1. CI -T n br .. ;J_ J r7 CL M l] 1 i CITY OF TIGARD 12420 S. W. Main stet TIGARD, JRBGON 11722! APPLICATION FUR BUILDING PERMIT New Construction Demoiish ❑ Addition ❑ Remodel ❑ Move❑ 7 )NItic, `� DATE ISSUED BUILDING PERMIT DATE; RBCE:IVED '/ __�� _�y BUILDING FEE $_ �;�. ,-L) No. 13YPL`.N CIIECK ___ 1. ✓��!� VALUATION $ S�� 1`�Y. , OTHER %� aj2rr$ [ . '?/ TOTAL $11 YL2,3 RECEIPT No.- ^ TWO SFTS OF PLANS AND PLOT PLAN-' MUST BE FURNISHED WITH APPLICATION LOT N J r ) J• v MAP A CENSUS TRACT JOB Architr.ct or Engineer ��lr /3 Thier/- Address Phone Owner Address- �) Phone Builder -- Address__ "/-?(, S `Ih� a t1 . Phone BUTLDING USE Single Res. ❑ Multi Rea. ❑ Comm. ❑ Industrial ] OCCUPANCY GROUP No. of Stories_ Total Height`___ Area of Lot Type of Constructir)n I II 111 IVCJ Floor Area H 1 2-- set _set tracks: Front_ Back L.Side R.Side_ Private Sewer Pipe Size Sewer_f/ SA • Septic Tank ❑ Water "ervice Pipe Size Storm Sewer ❑ Ditch Drywell Street and Curb Requirements Driveway Width _ No. of Parking Spaces SEPARATE PERMITS REQUIRED FOR SEWER AND PLUMBING SPECIAL INFORMATION r fT.:.� ADDRESS ASSIGNED��C1 FIELD CHECK BY DATTEE��'�/'/- PERMIT APPROVED BY /�! -•� f it is is understood that all work will conform with applicable codes and ordinances of the State of Oregon and the City of Tigard, Oregon, and that the building wi: not ho occupied until a Certificate of Occupanc has been issued by the City of Tigard Building Inspector. 5 g a ure of Applicant NO. DATE f f i 2/7 9' CONNECTION CHARGE COMPUTATION SHEET 1. CONG;HCIAL, DRY INDUSTRIAL, PUBLIC STRUCTURES, CAR WASH, MANUAL CAR WASH, AUTOT'ATIC LAUNDRIES, LAUNDROMAT3, ETCt A. B1jILDING AREA /Of• J-Jt- SQ. FT. ; 1500 "� L� 3� DU B. LOT .AREA S, ACRE x 4 � .`L 13U C. FIXTURE UNITS FIXTURE UNITS 16 ;L DU ld 2. SPECIAL SERVICES: F.,LEWNTARY SCHOOL STUDENTS 17 = DU /D HIGH SCHOOL & COLLEGE STUDENTS t a DU CHURCHES SEATS - 25 = DU HOSPITALS - GENERAL BEDS DU CONVALESCENT/REST HOME BEDS - 2 = DU SLEEPING ACCOMMODATIONS WITHOUT KITCHENS ROOMS 2 = DU COMMENTS: �u, rl L.�, L{•.. �'4� �...rrJ d'i C� ...., . r,e 4- -gs ou x �c� �.�/ 7 SSI t� �� lei-u u S"D 7 ;- -�- C�`ife'�i ►,fix Sae 7 ( J o Of COMMERCE-PLANE Rt'/19W SECTION ,� , NOTICE OF PLANS., REVIEW (TNIf IS NOT A BUILDING PERMIT) 67 111 [ A 'M 0 '' 1 �►�/_l��l�ola/� :C�._Icr��.?1 _� No. 1.G_1�1 _ Building L1� Building Address County hdlr_'.t'Occupancy l_ian — __- Const. _F___ =_tom____—_Sound Value�'3UFee Architect QV New Bldg. ---Addhicn ❑ Alteration ❑ Date Received .Y= e A'' 7`+�__— C,wnerc __Z Address'y.ZY_Z. 1'. /0_16",r 1,9 — Date Reviewed S—/L_.r_�_ Stories Attict/ p ' Nre Walls._.�—Fire Escs es tib_— Fxita� /�—ft. Me n Mr. Basement Ht. Stops int.Wieth Stairs A.10 / _ Vert. Shafts IV_4?_/_ )pr;nklers /9!_ W_Ar 7 Men. Alarm 41-0- S.P. A�/=—/111 . Closed Closed No Yes Area Covered Int. Slst Ext. Ext, ,ALdAes&:/___= . Ht. Det. AZ0 /__ Floor C1W r=.. Calling 4CX f?—_. Roof 47A_r_Lq2 Sir. Members '/ Class No. Type Area Covd. Wall cover Lfl1"o Hit. rm. encl. ZVjn 4t',.(--_—_ Type flue Type Htq, System AliC A64=_ Fuel Ae-Vey F. Int. The submitted plans have been reviewed for conformity with fire protection statutes And regulations of Oregon admin- istered by this of.'ice. Items No. .f� �� checked on the enclosed list are pplicable. These items and any especially noted provisions must be incorporated into the project to meet current fire protec'lon regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regularions of localpovernment. REMARKS: Lel _. c'NL' tLl_1�_1-12_C.L�ii_Ltt6L�GC=l1 1t� 7_ --��-1___�� .T r_��eu�.�t_e��1�__�z�1�1__Lt�,r..i_1.dL_.,tq��-��:•� ,r,J��--__ -- -/_–� Examined by Copies to. '= � .-dr----_e.Z�.;0 O PRS-2 f►a 21111883.11114 t ;i IN I.OTICE OF PLAN., REVIEW 674 CHURCH N. E., SALEM, OREGON 97310 (THIP IE NOT A BUILDING PERMIT) Building MC 412Q &J.'A// k1rJ1AA1 J1O0J_11_ S* Ti No ✓i/4'�/ 7 c/ 9vilding Address County 4E/ds./::vard.,:Occupancyr Const, V--/v Sound Value_1..3�.�yG'� n Fee LCL�L ArtMtect DfJAIC a-7 _ /,/yw/ it I New Bldg. 9-9ddition Alteration ❑ Date Received 'r - /J:_ z Owner /Jr1 1lZ D rl A / ____ C e7 r' r i7,iii r, n UV Addreu Ai./A rK it Date ReviewedS/3` 7'Y r stories Area�`��_SC_L Attic = /�—Fire Welli�_ Fire Escapee�<<'_ Exits�/�_ ft. Main Fir. Basement Ht. Slops Tot.Width Stairs AL�V _ Vert. She is N C. / Sprinklers �` //Lew/L Man. Alarm "Ilt? S.P. �%L/ ////n Closed Closed No Yes Area Covered Int. Sl:a Ext. Ext. 4eJl2_/=— Ht. Det. _AZ fZ--/ l-de0zli Floor _Ci'e r_Ceiling 1'T Roof k tY,8_Sir. Members 1410 a r2 Cle'u_/"-"'No. Tyr; Area Covd. Wall cover IL100/) / WOO Htr. rm. encl. /L&/1i6 i;pe flue Type Htg.,System _CSP �- Fuel /✓eN�` Eat. Int. ` The submitted plans have been reviewed for conformity with fire protection statutes and regulgtibAs of Oregon admin- istered by this office. Items No. i/; /7 x checked on the enclosed list are applicable. These items and any specially noted provisioK must be incorporaterJ into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. REMARKS: /L0-J_ T L---Q 041.?4'_s' ' /!r•r J . ✓x, rce,r V N L S~ /"'L, /- C16L d--bet s .��- e+-c=-J�c1� r ,fir />?e�,- C 1 /0 /?L=n/JILT_ In/i-/7K / �17t i0/ .'j rL•>i7 /—IdCL i"f/c•r/�L' /�t�L•'A WAI-5 srr��7t/- i�• .r1+y, tri i� r ��7�`. tr r//L- /r .r9s i Srte'c7 11 47 il.= Examined by Q,�' �✓ -c- _ Copies to: LLWI- C_riA,j/-ALL- 3'f JX/L+� PRS 2 -- - SP'26585-811 DIMARMINLaummiI -PLANS REVIEW SECTION , . 1 61 �H ��e � NOTICE OF PIANS REVIEW ��(� ��F�. (THIS IE NOT A BUILDING PERMIT) Building�lLKl�IL/A/7J •310 ;-,N�LZ1tdA 'i No. x yG _ Building ___.._4 , County 1A/41r&ZA _fa41 Occupancy Address w. r,t•s P y -=3 -- - --�.. Cons(._[?'-/V Sound Velue3,-1 7_`��T_ plan fee d Architect �9Jt'' /�/-TiCLL /2 New Bldg. L%++rgdition ❑ Alteration [] Date Received Owner -'Aba7AI/"2 [L__ re-1/1 til✓r r n A/ Address L L;3. 1 L_: r!y/ -,,4&• { 6efe Reviewed -7S� Stories _ Areal��,y0o/ _ Attic Va 1 A'_0 _Fire Wells—__ Fire Escapes -�d rki►s /1/d ./ (t M in Fir. Basement Ht. Stops •� yy Tot.Width Stairs �/L� / Vert. shafts /C�_/ Sprinklers _q_/ // Closed Closed _Jt/1`1I��6 Filen. Alarm / Cf S,P, L✓O/ -- /_ ) No Yes Area Covered Int. Size Ext. 1 Ext. . C� — Ht. Det. /1/L• / -/_,e C �_ Floor Ci,t c Ceiling LytiC/ih._ Roofr,�,�s Str. Members LAIK 02Class No. Type Area Covd. 'Y" Well cover �2Q'�_/yTft+ulJ_ Htr. rm. encl. Fat. Int. 1Y_F11C _�_ Type flue 940!W4'_ —_ Type Hig. System Wir r✓o Fuel 1V'O /Lq The submi'ted plans have been reviewed for conformity tvith fire protection statutes and regulations of Oregon admin- istered by this office. Items No. checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulat;nns. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulationsof local government. REMARKS: LOLL T vl/o /�Ia�.�1 w��LL X�.mv1�-_r �N� c,�•�ti1 .: F (_>� � /�t�tli�/��_1�/rJ�ls_Ls ,�t.11/►t ' rran iw/ I`V11�3G�tL_ � ICU/9AJt /•fR�' /Irr`c_ �rr�r_T<<. rl_c' s�.��s�.'tr�'�. 3c;, F F P ft.Examined by PIS-2 Copies r Address $ Q— uPermit No. Name of Occupant _ Permit charge_— OF --- -- Paid by v Date connecte c- Type of Building,_ Inspection Service Rate 2- Paid by Dnte z Contractor_ 2 L �� Assessment—f—", --Paid Size of connection APPLICATION FOR SEWER SERVICE The Lndersigned agrees, in consideration M cho sewer service connection by the Tigard Sanitary District, to abide by and comply with the ordinances, regulations and rules of the Dist- ,ict presently in effect or hereinafter enacted and to pay sewer service charges as the same may be im- posed from time to time when due and before such charges become delinquent. I fully understand that all unpaid sewer service charges become a lien upon the property served as stipulated in O. R. S. 224.220. Connections to the District's system must be made by bonded contractors and/or bonded and licensed plumbers. —!— --- Owner - APPROVED BY �f Superintendent TIGARD SANITARY DISTRICT 8841 S. W. Commercial St. Tigard, Oregon ' Afdj CTL MANAGEMENT, INC. 0 Proti ssional Prolvi ty Management MANAGEMENT,140 Mark Brundage Maintenance Manager Beeper 790-4178 9498 S.W. Barbur Blvd., Sui , 101 (503)215-1,203 Portland, Oregon. 97219 (503)2.39 2824